HomeMy WebLinkAboutLUA-05-144i NOV 17 05 10:37~
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Dariel.Norris 425"':392-1308
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TRA~ .. } .. IC IMPACT ANALYSIS
For
HONEY CREEK EAST
July 27, 2005
Prepared hy:
DN Traffic Consultants
PO Box 547
Preston, W A 98050
(425 )765~5721
Clie11l:
Lakeridgc Development, hH;,
C/O David Ca. ... ey
PO Box 146
Renton, W A 98057
I PPIAJOS WI41
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Traffic Impact Analysis Honey Creek East
TABLE OF CONTENTS
INTRODUCTION ............................................................................................................................................ I
PROJECT DESCRIPTION ........................................................................................... , .................................. 1
EXISTING CONDmONS .............................................................................................................................. 4
Roadways .............................................................................................. : ....................................................... 4
SE 128th Street .......................................................................................................................................... 4
160th Ave SE ............................................................................................................................................. 4
TransitINon-Motorized Facilities ................................................................................................................. 4
Transit ....................................................................................................................................................... 4
Non-Motorized Facilities .......................................................................................................................... 5
Traffic Volumes ............................................................................................................................................. 5
Level of Service ............................................................................................................................................ 5
Definition .................................................................................................................................................. 5
Accidents ...................................................................................................................................................... 7
Planned and Programmed Improvements ..................................................................................................... 7
FUTURE CONDITIONS WITHOUT PROJECT ............................................................................................ 7
Background Traffic Volumes ....................................................................................................................... 7
. Pipeline Projects ................. , .......................................................... : ............................................. ~ ............ 7
Level of Service ............................................................................................................................................ 8
FUTURE CONDITIONS WITH PROJECT .................................................................................................... 8
Traffic Volumes ............................................................................................................................................ 9
Project Trip Generation ............................................................................................................................ 9
Trip DistributionfTraffic Assignment ........................................................................................................... 9
Level of Service ........................................................................................................................................... 12
Sight Distance Analysis .............................................................................................................................. ,12 .
CONCLUSIONS ...... , ...................................................... : .............................................................................. 12
DN Traffic Consultants
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Traffic Impact Analysis Honey Creek East·
INTRODUCTION
. The following report was prepared to address the traffic impact analysis requirements of the City
of Renton for the proposed plat of Honey Creek East. The proposed plat straddles SE 100th/SE
101st Street between 128th Avenue SE and 130th Avenue SE in the Honey Creek area of the City
. of Renton. A vicinity map is presented in Figure 1.
The following report was prepared pursuant to the City of Renton's Policy Guidelines For
Traffic Impact Analysis For New Development dated November 1,2000. The City of Rentpn
requires a traffic impact analysis when the estimated vehicle traffic exceeds 20 vehicles per hour
during the AM or PM peak hour. According to the Policy Guidelines, the analysis should include
all roadways and intersections that would experience a 5% increase in peak hour traffic volumes
as a result of the proposed development. Based on these criteria, the following analysis includes
an AM and PM peak hour level of service evaluation and accident evaluation at the following
intersections:
• 1320d Avenue SE/SE 95th Way
• Union Avenue NE/SE 101st Street
In addition, the NE Sunset BoulevardlUnion Avenue NE intersection was included because of its
close proximity to the plat and the relatively high traffic volumes, although it does not meet the
5% increase requirement. For the horizon year, an evaluation of the site access intersecti'on with
SE 101 st Street was also included for the full occupancy scenario.
This report summarizes the process, findings, conclusions, and recommendations of the traffic
analysis.
PROJECT DESCRIPTION
Honey Creek East is a proposed single family plat consisting of 48 single-family detached
homes. The proposed plat is located on 7.1 net acres in the Honey Creek/Sierra Heights area of
the City of Renton. The current zoning is R-8, which allows 8 units per net acre for a maximum
of 56 lots.
The plat straddles SE 100th/SE 101st Street between 128th Avenue SE and 130th Avenue SE
(approximate). Lots 1 -5,32 -37,39 -40,46 -47 will have direct access to SE 100th/SE 101st
Street. Lots 6 -28 will have access to SE 100th/SE 101st Street via SE 100th Court, a new
roadway to be constructed as part ofthe plat. .Lots 30 -31 and 48 will have access to SE lOOth/SE
101 st Street via a 30 foot access road. Lots 41 -45 will have access via an eyebrow on SE
100th/SE 10 1 st Street. Lot 38 will have direct access to 128th Avenue SE.
Honey Creek East is expected to be fully occupied by 2007, which for the purposes of this
analysis is assumed to be the horizon year.
A preliminary site plan is presented in Figure 2.
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Ir-----,--------,------'----~~~~~
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DN TRAFFIC
CONSULTANTS
VICINITY MAP
FIGURE 1
PROPOSED PLAT
OF
HONEY CREEK EAST
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DN TRAFFIC
CONSULTANTS
SITE PLAN
FIGURE 2
....;...---.~.--... -.--_ . .. ' ....... ... .-IIM --... -
PROPOSED PLAT
OF
HONEY CREEK EAST
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Traffic Impact Analysis Honey Creek East
EXISTING CONDITIONS
The Existing Conditions analysis provides a statement of the traffic-related conditions within the
study area at the time of the writing of this report. The statement includes a discussion of the
existing roadway, transit, pedestrian and bicycle facilities serving the site; identification of
existing peak hour traffic volumes and accident history at the analysis intersections; and
identification of proposed transportation improvements in this area.
Roadways
East -west access to the site will be provided via SE 100th/SE 101 st Street. North -south streets
serving the site include Union Avenue NE/132nd Avenue SE. These roadways are discussed in
the following section .
SE lodhlSE lOlstStreet
SE 100th/SE 101 Street is a 2-way local access street, which runs east -west within the City of
Renton from Lynnwood A venue NE to Union A venue NE. In the vicinity of the plat the roadway
is approximately 28 feet wide. East of 130th Avenue SE, the roadway is approximately 24 feet
wide with curb, gutter, and sidewalk on the north side and no improvements on the south side. In
the section between 130th Avenue SE and 128th Avenue SE, there is curb, gutter, and sidewalk on
both sides with a 5 foot planter between the curb and sidewalk on the north side. West of 128th
Avenue SE, there is curb, gutter, and sidewalk on the north side and curb and gutter on the south
side. Traffic control includes stop signs on the side streets and a stop sign on SE 101 st Street at
Union Avenue NE. The posted speed limit is 25 mph. .
Union Avenue NEil 32nd Avenue SE
Union A venue NE/132nd A venue SE is a two lane arterial that runs north -south from SE 95th
Way to SE 4th Street. In the vicinity of the site, the roadway is approximately 36 feet wide.
There is curb, gutter, and sidewalks on both sides. Traffic control includes stop signs on the side
streets and traffic signals at the major intersections. The speed limit is 30 mph.
TransitINon-Motorized Facilities
Transit
King County Metro provides transit service in the vicinity of the site. Route 114 provides service
along Union Avenue NE. The nearest bus stop to the proposed plat is located on the northwest
of the SE 101 st StreetlUnion A venue NE intersection. .
Route 114 offers directional peak period service from downtown Seattle to the Renton
Highlands. Service to Seattle begins at 5:36 AM and ends at 8:00 AM. Service from Seattle to
the Renton Highlands begins at 4:03 PM and ends at 5:27 PM. Route 114 offers 30 minute
headways.
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Traffic Impact Analysis Honey Creek East
Non-Motorized Facilities
Other than the sidewalks discussed above, there are no non-motorized facilities in the vicinity of
the plat.
Traffic Volumes
The existing AM and PM peak hour traffic volumes at the analysis intersections of SE 95th
Way/132nd Avenue SE, SE 101 st StreetlUnion Avenue NE, and NE Sunset BoulevardlUnion
Avenue NE were determined from peak period turning movement counts collected during July
2005. The existing AM and PM peak hour volumes are presented in Figure 3.
Level of Service
Definition
Level of service (LOS) is used to qualify the degree of traffic congestion and driver comfort on
streets or at intersections. The Highway Capacity Manual (HeM) describes the methodologies
for calculating LOS on street segments and at signalized and unsignalized intersections.
According to the 1997 HCM (TRB Special Report #209), there are six levels of service by which
the operational performance of the roadway system may be described. These levels of service
range from LOS A, which indicates a relatively free-flowing condition, to LOS F that indicates
operational breakdown.
The level of service for a two-way stop controlled (TWSC) intersection is determined by the
computed or measured control delay and is defined for each minor movement. Level of service
is not defined for the intersection as a whole. Average control delay less than or equal to 10
seconds per vehicle is defined as LOS A. For LOS F the average control delay is greater than 50
seconds per vehicle.
The LOS for signalized intersections is defined in terms of average control delay per vehicle.
The criterion for LOS A is an average control delay of less than or equal to 10 seconds per
vehicle. The criterion for LOS F is an average control delay of greater than 80 seconds.
Level of service was calculated using SynchroTM 5.0 computer software program based on the
2000 Highway Capacity Manual. The result of the existing condition level of service analysis is
shown in Table 1.
Table 1 2005 Peak Hour Level of Service
A
SE 95th Way/1320d Avenue SE Northbound Stop Sign A A
NE Sunset BlvdlUnion Avenue NE Intersection B D
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(5) 26" .. (30) 9
.(9) 15 .. r (182)33
..r ......... ....... ('1') M
~ ......... C')~~ U)Q)Q)
o C') .... .... ....
SE 100TH ST
L (24)76
SIERRA
HEIGHTS
PARK
:::..t2~ ~ (725)1014 j~l
(80)198 -1
(573)838 -..
(11)57,
(xx) -AM PEAK
XX-PM PEAK
,.(55)189
Itr
. I!a;~
i~s ......... ~ ..... ;::.
DN TRAFFIC
CONSULTANTS
w NE 22ND ST z
NE 21ST ST ~ ~. z ~ 0 ~ ~ W z ;:, rn @ ~.
NE 19TH ST ~ a:: « 0 . NE 19THST ·0 ~
NE 17TH ST
EXISTING TRAFFIC
FIGURE 3
Q) 0 S ..... .... . ~ ..... 00
(4)14 .J . .... .....
t (30)33 ...
! ;::-e
w Z
~
...J ~ 0
PROPOSED PLAT
OF
HONEY CREEK EAST
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. Traffic Impact Analysis Honey Creek East
As shown in T~ble 1, all of the analysis intersections operate at an acceptable level of service.
Accidents .
The latest available three year accident history for the analysis intersections was obtained from
the City of Renton and King County Traffic Engineering Divisions. The accident history is
'summarized in Table 2.
Table 2. Accident History
Year Average
Intersection 2002 2003 2004 Total Rate1 Rate
NE Sunset Blvdl 7 9 6 22 0.648 0.9
UnionAvNE
SE 101s1 Stl 1 0 0 1 0.298 1.3
Union Ave NE . . 1) ACCIdents per rmlhon entenng vehIcles .
2) Statewide average for similar roadways
As shown in Table 2, neither intersection has a significant three year accident history when
compared to the statewide average rate for similar facilities. There have been no recorded
accidents at the SE 95th Way/132nd Avenue SE intersection.
Planned and Programmed Improvements
According to City of Renton Engineering staff there is no major transportation improvements
programmed in the vicinity of Honey Creek East.
FUTURE CONDITIONS WITHOUT PROJECT
The future conditions without project analysis provide a discussion of the traffic-related
conditions in the horizon year without the proposed project. This section includes a discussion of
background traffic volumes and level of service at the analysis intersection. Honey Creek East is
expected to be fully occupied by 2007, market permitting. Therefore, 2007 is considered to be
. the horizon year for the purposes of this analysis.
Background Traffic Volumes
Background traffic volumes for the 2007 without project condition include the 2005 existing AM
and PM peak hour traffic volumes, plus known pipeline projects in the vicinity of the site, plus
area-wide traffic growth. A growth factor of 0.7 percent per year Was applied to the 2005
existing counts to represent area-wide growth.
Pipeline Projects
Pipeline projects are defined as proposed development, which is expected to be fully developed.
and impact the transportatIon system within the horizon year of Honey Creek East. According to
the City of Renton staff, there are four pipeline projects in the vicinity of Honey Creek East.
Pipeline projects are summarized in Table 3. PM peak hour trip generation for each project is
also presented in Table 3.
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Traffic Impact Analysis
. Table 3 Pipeline Projects
Location
Veldyke (LUA 05065)
3819 NE 19th St
Pettite Meadows (LUA05016)
RedmondlUnionINE 21st
Dalpay Estates (LUA 03125)
3801 NE 19th St
Sandy Lane (LUA 05018)
2142 Union
Total
Land Use
7 sfdu's
7 sfdu's
5 sfdu's
4 sfdu's
23 sfdu's
Honey Creek East
PM Peak Hour Trips
Total In Out
7 5 2
7 5 2
5 3 2
4 2 2
23 15 8
As shown in Table 3, pipeline projects are estimated to generate 23 PM peak. hour trips. In
addition they are estimated to generate 17 AM peak. hour trips. Traffic assignment for the
pipeline projects was estimated from the traffic patterns derived from the AM and PM peak. hour
turning movement counts at the analysis intersections. As a result of the limited routing
alternatives, this was determined to be a viable analysis approach. Figure 4 presents a summary
of the existing, background growth and pipeline project trips for 2007 without Honey Creek East.
Level of Service
The 2007 background without project AM and PM peak. hour level of service at the analysis
intersections was calculated using Synchro™ 5.0 computer software program based on the 2000
Highway Capacity Manual. The existing level of service is shown for comparison purposes. The
. results of the analysis are shown in Table 4.
Table 4 2007 Without Project Peak Hour Level of Service
Intersection Traffic Control 2005 Existing 2007 w/o Project
SE Stop Sign A A A A
SE 95th Wyl132nd Ave SE Stop Sign A A A A
NE Sunset BlvdlUnion Ave NE Traffic B D B D
As shown in'Table 4, the analysis intersections will continue to operate at an acceptable level of
service in 2007 without the project.
FUTURE CONDITIONS WITH PROJECT
The future condition with project analysis provides a statement of what traffic related conditions
will be like in the horizon year with the project. The analysis simply adds anticipated project
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(5) 26" ~ (30) 9
(9)15 t
SIERRA
HEIGHTS
PARK
5E 100TH 5T
I:: .... ~.., ~ .... ,... en ~~ co ........ ::..~e
j~l
(82)203 J
(574)839 ~
(11)57,
(XX) -AM PEAK
XX-PM PEAK
L (24)78
~ (726)1015
.. (55)189
Itr
~S;~
O)~~ C')oen -........ -:::.
NE 22ND 5T w 2
~ NE 215T 5T w,
2 2 ~ 0 ~ 2w 02 ::) en :iE w ~ ~ ~ NE 19TH 5T ,0:: 0 NE 19TH5T u < ~
NE 17TH 5T
ON TRAFFIC
CONSULTANTS
2007 BACKGROUND
TRAFFIC
FIGURE 4
en
S .... -
(4)14.J
(30)33 t'
W 2
~, < ....J ~ 0
PROPOSED PLAT
OF
HONEY CREEK EAST
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Traffic Impact Analysis Honey Creek East
impacts to the horizon year background conditions. The analysis defines anticipated project trip
generation and evaluates impact through a level of service analysis at e,ach of the analysis
intersections.
Traffic Volumes
Traffic volumes for 2007 with project condition include 2007 without project volumes discussed
above plus expected traffic to be generated by Honey Creek East.
Project Trip Generation
Trip generation for Honey Creek East was calculated using the trip generation rates for Single-
Family Dwelling Units, Land Use Code 210 presented in the Sixth Edition ofthe Institute of
Transportation Engineers Trip Generation Report, 1997. A summary of the anticipated trip
generation for Honey Creek East is presented in Table 5.
TableS Trip Generation
Land Use
Honey Creek East
481 sfdu's
AWDT
459
AM Peak PM Peak
Total In Out Total In Out
36 9 27 48 31 17
As shown in Table 5, Honey Creek East is estimated to generate 459 daily, 36 AM peak hour and
48 PM peak hour trips in the 2007 horizon year.
Trip Distributionffraffic Assignment
Traffic assignment for Honey Creek East was based upon recent turning movement counts in the
vicinity of the project. It was assumed that 5 percent of the AM and PM peak hour trip
generation would remain in the surrounding residential neighborhood. The reminder was
assigned to the Union Avenue NE corridor.
Traffic assignment patterns for the pipeline project were assigned in the same manner.
The results of the trip distribution/traffic assignment process for AM and PM peak hour project-
generated trips are presented in Figure 5. A summary of the 2007 with project AM and PM peak
hour volumes are presented in Figure 6.
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5%
SE 100TH ST
(xx) -AM PEAK
XX-PM PEAK
DN TRAFFIC
CONSULTANTS
SIERRA
HEIGHTS
-PARK-
< (1) _
(1) 2 ...
SUNSET
I--N~E;;..;;;2;;;;;.2N.;.;:;D..;;;S..;....T _-/ ~
NE21ST-ST ~ ........--.---'--"'-----1 :z
o o Z ::J
NE24THST
W :z
~ en -~ ~ ~~ W<c NE 19TH ST ~-
0:: NE 19TH ST ~
NE 17THST
PROJECT TRAFFIC
FIGURE 5
PROPOSED PLAT
OF
HONEY CREEK EAST
I......-'---------~-----:...-----:-'--~~--~----,
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(5) 26 ..... 4f--.... (30) 9
(9)15 t
SIERRA .
HEIGHTS
PARK
SE100TH ST
~ .... ~~~
L(25)82 M~~ ~!e ~ (726)1015 .....J.l ,(55)189 .
NE 22ND ST
NE21STST
0 Zw Oz
~ w ~ w en (.) ~ ~ a..
w z g;!. w c(. z z w ~ ~ ::> en
(85)215 .-J ltr .~ ~ w' I-'
(574)839 ~
(11)57 --.
(xx) -AM PEAK
XX-PM PEAK
;!~&:I
~ ........ m~~ Moom -~~
DN TRAFFIC
CONSULTANTS
NE 19TH ST w Ir
Ir 0 NE 19TH ST (.) ~
NE 17THST
2007 WITH PROJECT
TRAFFIC
FIGURE 6
M ....
iO ~ .... ~ ~ co
(4)22 ..... J .... ~
t (38)54 t
~
w Z
~
l 0
i1i .....
r:::: e
PROPOSED PLAT
OF
HONEY CREEK EAST
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Traffic Impact Analysis Honey Creek East
Level of Service
The 2007 with project AM and PM peak hour level of service at the analysis intersections were
calculated using Synchro™ 5.0 computer software program based on the 2000 Highway Capacity
Manual. The results of the analysis are shown in Table 6. The existing condition and 2007
without project PM peak hour level, of service are provided for comparison.
Table 6 . 2007 With Project Peak Hour Level of Service
Intersection Traffic
Control
2005 Existing 2007 w/out Project 2007 with project
SE 101s1 StlUnion Ave NE Stop Sign A A A A A A
SE 95th Wyl1320d Ave SE Stop Sign A A A A A A
NE Sunset BlvdlUnion Ave NE Traffic B D B D B
As shown in Table 6, all analysis intersections continue to operate at a high and acceptable level
of service in 2007 with the project with the exception of the NE Sunset BoulevardlUnion Avenue
NE intersection which will drop to LOS E with the project. However, it should be noted that the
City's Policy Guidelines do not require analysis of this intersection under the 5% increase rule.
CONCLUSIONS
The plat of Honey Creek East will not create any significant adverse condition~ on the
surrounding transportation network. The single family plat will add approximately 459 daily, 36
AM peak hour and 48 PM peak hour new vehicle trips to the transportation network.
The analysis intersections were estimated to operate at an acceptable level of service for the
existing, 2007 without, and 2007 with project conditions. In fact, there was no change in level of
service at the two intersections for the three volume scenarios. The NE Sunset BoulevardlUnion
Avenue NE intersection is not considered an analysis intersection per the City of Renton traffic
impact analysis guidelines. This intersection is currently operating at LOS D in the PM peak
hour and will drop to LOS E in 2007 with the project.
A review of the latest 3 year accident history indicated there have been 22 accidents at the NE
Sunset BoulevardlUnion Avenue NE intersection and one accident at the SE 10Ist StreetlUnion
. Avenue NE intersection. Although the number of accidents at SunsetlUnion appears high, the
accident rate is relatively low when compared to the average accident rate for similar facilities in
the state of Washington.
There were no other project related traffic issues identified. .
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E
I Traffic Impact Analysis Honey Creek East
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I TECHNICAL APPENDIX
I for
I HONEY CREEK EAST
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Honey Creek East
Site Access/SE 101 st Street
AM Peak Hour: 7:30 AM -8:30 AM .
Date Collected: 07/18/05
EBLT
EBT
EBRT
NBLT
NBT
NBRT
WBLT
WBT
WBRT
·SBLT
SBT
SBRT
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37 0 0 37 . 0 37
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r=H!=+=1!=+=1!=+=1!=+=1!=+=1r==lH ~ ~ ~ ~ ~ ~ ~ ~ .' ' . .
~EErnrnrn§§ rn° 34
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6 ~. r==lH rnrnrnrntijtij~~
71 0 0 71 36 107
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I···· Honey Creek East
j Union Avenue NEINE Sunset Blvd
I AM Peak Hour: 7:15 AM -8:15 AM
Date Collected: 07/1.4/05
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I EBlT
EBT
EBRT
. NBlT
NBT
NBRT
Cl c: :;:::; en 'x w
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SBRT §Jd 39
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1979
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82 3 85 0.92 0.80
574 0 574
11 0 11
8E EE ~ 8·8 104 . 108
.119 . 0 119
.~ ~ ~ Ed ~ 726 .~. .
726
24 25
~ rn §E B B 41 44 .
169 183
1995 29 2024
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I . Honey Creek East
.. 132nd Avenue SEISE 101st Street l .
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. AM Peak Hour: 7:30 AM -8:30 AM
Date Collected: 07/18/05
·EBLT
EBT
EBRT
0> c ~ (J) ·x w
U) 0 0 C\I.
10
0
27
NBLT~O NBT 181
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SBLTrn SBT 57
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Honey Creek East
132nd Avenue SEISE 95th Way
AM Peak Hour: 7:15 AM -8:15 AM
Date Collected: 07112105
EBlT
EBT
EBRT
Cl c :;::;
II) ·x w
It) e e C\I
0
30
12
~ ~ e
C!l
"0 C ::I 0 ....
Cl ~ 0 as m
0
0
0
I
~ 0 (]) -e· a..
(]) .s (j) a. c::
.0
0
0
NBlT
NBT
NBRT
~ ..... ~ ..
[±j rn
.~ -0 (]) -e-
o.. -::J ·0 ~ ~
l"-e e C\I
-II) as w
~ (]) ~ ()
>-(]) c 0 I
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~ ;t:: ;;:.
l"-e e C\I
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30 30
12 12
~9
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. 184
·1 WBlT ~.58 .WBT
. WBRT . .0 . r
~B
~EE·~ ~EE BB
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SBlT
SBT
SBRT
mmm·mmm~~.· [±j [±j [±j. [±j ~ [±j. ~ ~
256 0 2 258 5 263 .
I j.
1
1
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1
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1
1
r
I
1
1
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Honey Creek East
Site Access/SE 101 st Street
PM Peak Hour: 4:45. PM -5:45 PM
Date Collected: 07112105
EBLT
EBT
EBRT
NBLT
NBT
NBRT
WBlT
WBT
WBRT
SBLT
SBT
SBRT
C> c += 0 ·x w
LO e e C\I
0
50
0
~ rn
.L: ~ 0 .....
.C!}
"0 C
::J e C> .::t:. 0 «l m
0
0
0
.. --.,
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0··
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u 0) .[
a..
0)
.~ (j)
Co i:i:
"0 .0) .0' .... a.. .... ::l ·0 .L: .~
l"-e e C\I
..... 0 «l W
.::t:. 0)
. ~.
()
>. Q) c 0 J:
"0 0) .0' .... a..
.L: .~
l"-e e C\I
... 0 -0 «l u.. ... ::J 0 :::c:
.::t:. «l Q) a..
0 0 ::l m .-. 0 .::t:. 0 ::l .... I--c
Q)
~ Q) a..
0 0 2 2
0 50 0 50
0 0 0 0
I
I
I
I·
I
Honey Creek East .
Union Avenue NEINE Sunset Blvd .
PM Peak Hour: 4:45 PM -5:45 PM
Date Collected: 07/13/05
.s:: ~ .0· ....
0> (!J
.£:0. "0 -C (/) ::J 'x e w 0> LO ~
0 0
0 Cd
C\I co
EBlT 198 0
EBT 838 1
EBRT 57 o.
NBlT
NBT . 94·
~ 0 CD '0' ....
0..
CD .£:0. m a. a:
5
0
0
3 I
)NBRT
. ~ ~ rn 182 0
I· . WBlT
WBT
r ·WBRT
SBlT
SBT
I SBRT
189 §3 ~ 1014
76
~ .~ rn 131 ..
174
3100 4 16
I
I
I
I
I
I
I
I
(/)
Q) '0 CD 'e-0.. -::J 0 .s:: ~
!:; o·
C\I
-(/) Cd W
~ CD CD ....
U
>-CD C 0 J:
) .
-0 CD ·e
0..
.s:: ~ ". 0 0 C\I
.... 0 '0 Cd L1. ....
::J 0 J:
~ .Cd CD 0..
(/)
(/) .::J
~ (/) ~ 0 2 ~ -c Q)
~
Q)
0..
203 12 215 0.92 0.80
·839 0 839
57 0 ·57
.~ .§d 1170~ I ~ b3 . 97
182 0 182
189
.. ~. 189 I~B 1015 1015·
78 82
~. ~ ~ ... ~ B 133 137
. 177 183
3120 34 3154
I
, Honey Creek East ,
I
I
I
1
I'
I
I I~
I-
I
I
1
I
1
I
I
I
, 132nd Avenue SEISE 95th Way'
PM Peak Hour: 5:00 PM -6:00 PM
Date Collected: 07/12105
J:: ~ e
Cl '(!J
c: "0 +:: c: (J) ::J 'x 0 w .... Cl LO ~ 0 0
0 co
C\I m
EBLT 0 0
'EBT 9 0
, EBRT 10 0
-0 CD
(J) -0
'[
0.. CD --[ ::I 0 0..
CD ,~
J:: ~
Q) a. a::
r-... 0 0 C\I
0 ,0
0 9
0 10
(J)
CD (J) (J) -'(J) co w
~
CD ~ ()
>-CD c: 0 I
.,;...
0 CD ,'0' ....
0..
J:: ~
r-... 0 0 C\I
", .... 0 t) co u.. .... ::J 0 J:
~ co CD
0..
::J '~'
(J) ~ 0 ::I .... ..... -c: CD e Q) ,0..
0 0 0.6S' 5.30
0 9
0 10
NBLT
NBT
NBRT
WBlT
WBT
WBRT
~"mm tid m tij ~B rn E§ I ~y I~ I ~i I B 10
.
70 1 rn13
26
o "
~ tid rnO'
, 0 '
, 4
~ tid
SBLT
SBT,
S!3RT rnrnrnrnrnrnBB
206 o 6 212 12 224
I
I·
I
I
I
I
I
I
Honey Creek East
. i 132nd Avenue SElSE1 01st Street
PM Peak ti0ur: 5:00 PM -6:00 PM
Date Collected: 07114/05
EBLT
EBT
EBRT
C> C .. en 'x w
10 0 0 t\I
9
0
41
'. NBLT~3
NBT 70
NBRT 0 .
. .t: .~ e (!)
riJ 1:)
Q)
"0 C
::l
.[
0... e 0>
Q)
.~ ~ ~.
m
Q)
0. c::
0 0
0 0
0 0
I
I~
WBLTrn WBT 0
WBRT 0,
SBLT ~o ," SBT 148
I
I
I
I
I
I
I
I
I
SBRT 14
315
en Q) 1:).
Q)' '0' ..... 0... .... ::l 0 .t: .... ~
I"-0 0 t\I
.... en ro w
~ Q)
Q) .... U
>-Q) c 0
J:
-.0 Q) .[
0...
.t: ~
" 0 0 t\I
.... 0 1:) ro LL .... ::l 0 J:
~ .ro Q)
0...
en en ::l m --~ g .... ~ .... c Q) e Q)
0...
9 4 13 0.57 4.00
0 0, 0
41 13 54
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
.:' .. . .
Site Access/SE 101 8t ST/100th Street
AM Peak Hour
7/28/2005
Honey Creek East
2007 wI Project
Synchro 6 Report
Page 1
I
I
I
I
I
I
I
I ,
I
I
I
I
I
I
I I
I
I
I
, I
I
Site Access/SE 101 st ST/1QOth Street
PM Peak Hour
7/2812005
Honey Creek East
2007w/ Project
Synchro 6 Report
Page 1
I
I
I
I
I
I
I
I
I·
I
I
I
I
I
I
I
I
I
I
. Union Avenue NEINE Sunset Blvd •.
AM Peak Hour
. Fit Permitted ··0.95 1.00· . 0.95 . 1.00
7/28/2005
t
0.88 .
Ho~ey Cre~k Ea~t
. .. EXisting
0.85
Synchro 6 Report
Page 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Uni~~Avenue NE/NE Sunset Bfvd •
AM Peak. Hour
Volume (vph) 82 574
7/2812005
11 55 726 24 39
H()ney Creek East·
2007w/o Project
104. 119 51 41 169
Synchro 6 Report
Page 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
UniOfl Avenue NE/NE Sunset Blvd .
. AM Peak Hour
7/28/2005
t
. . . ':" .. ' ','
Honey Creek· East
2007 wi Project
Synchro 6 Report
Page 1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
. Union Avenue NE/NE Sunset Blvd· .
.PM Peak Hour
Lane Group Flow (vph)· 215 962
7/28/2005
o 197 1124 o
t
o 253
. Honey Creek .East ..
Existing
o 0 304. 0
Synchro 6 Report·
Page 1
I
I
I
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I.'
I
I
I
I
I
I
I
I
I
I
I
I
, Union Avenue NE/NE Sunset Blvd
PM Peak Hour
, 7/28/2005
". . .
, ,Honey Creek E'ast
2007 w/o Project "
Synchro 6 Report
Page '1
I Union Avehue NE/NE Sunset Blvd Honey Creek East
PM Peak Hour 2007 wI Project
I .". --+ .. '* +-"'-~ t I"" '. ~ .. ..;
I
I
I
I
I
I
I
I
I
I
I Approach LOS E E B B
I
I
I
I Synchro 6 Report
I 7/28/2005 Page 1
l I
I
I
1
I
I
I
I
1
1
1
1
1
1
I .
. 1
I
r
. " .. " ',. . . . . .
SE 101 st Street/Union Avenue NE
AM PeakHour
7/28/2005
t ~
Honey Creek East· .
Existing.
Synchro 6 Report
Page 1
I
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I·
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I
s~ 101 st Street/Union Avenue NE
. AM Peak Hour
Avera e Delay
7/28/2005
./
~ ...
... Honey Creek East
2007 wlo Project
Synchro 6 Report
Page 1·
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
SE 101 st street/Union Avenue NE
AM Peak Hour'
. Avera e Delay'
7/28/2005
t ~. .."
2.8
Honey Creek East '.
2007 wI Project
Synchro 6 Report
Page 1
I
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I
I
I
I
I
I
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I
SE1 01 st Street/Union Avenue NE
PM Peak Hour
7/28/2005
t ~.
Honey Creek East
Existing
Synchro 6 Report .
Page 1
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I,
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I'
,SE 10'1slSfreetlUnionAvenue NE .
PMPeak Hour
, Average Dela
7/28/2005
t ~
3.0
Honey Creek East
,2007 w/o Project
Synchro6 Report
Page 1
I
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I
I
I
I
I
I
I
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I
I
I
SE 101 st StreetiUnion Avenue NE
. PM Peak Hour
7/28/2005
t ~.
Honey Creek East
2007 wI Project
Synchro 6 Report
Page 1
I
I-
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I
I
I-
I
I
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I
I
-$E 95th Way/132nd Avenue SE
.. AM Peak Hour
pO .queue free %
Volume Left o 28
7/28/2005
98 99 79
11
--. --
. Honey Creek East
Existirig.
Synchro 6 Report
Page 1
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I I
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I.
I
I
SE95th Way/132nd Avenue SE··
AM Peak Hour
Approach LOS .
. Avera e Delay
7/28/2005
A
7.5
Honey Creek East
2007 w/o Project
Synchro 6 Report
Page 1
I·
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I
I
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I
.' . .
.... SE 95thWayi132ndAvenue SE.
AM Peak Hour
7/28/2005
. Honey Creek East .
2007 wI Project
Synchro 6 Report
Page 1
I
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I
I
I
I
I
I
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I
, I I.
I
SE95thWay/132nd Avenue 5E ..
. PM Peak Hour.
7/28/2005
. Honey Greek East
Existing ..
Synchro 6 Report·
Page 1
I
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I
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I
I
I
I
I
I
I
I
I
I
I
.. ..
SE 95th Way/132nd Avenue SE
.PM Peak Hour
pO queue free %
Volume Left o 141
7/28/2005
91 97
16
96
Honey Creek·East
2007 w/o Project
Syn'chro 6 Report
Page 1
I
I
I
I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
SE 95th Way/132ndAvenue SE
PM Peak Hour
7/28/2005
Honey Creek East
2007 wI Project
Synchro 6 Report
Page 1
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I~~'
I
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I
. Accident Rate Analysis
. Honey Creek East·
NE Sunset BlvdlUnion Avenue NE
Intersection
Ri = (A*1QA6)!T*(V1+V2\1-V3+V4)
Ri = Rate of Accidents/million vehicles entering intersection
A = Accidents. recorded in T days
T = Period (days) for which accidents are counted (usually 365)
V1, V2,etc = Avg·anriual·daily traffic on each leg
If only have peak hourly volumes multiply by 10 to get a daily volume
A=
T=
V1 =
V2=
. V3=
V4=
Vt=
Ri=
·22
1095
10930
3500
12790·
3780
31000
0.648
PD~
5
2002
I
2003
INJ PD~ INJ
2 3 I 6
2004
PD~ INJ
5 I 1
•
I
I
I
I
I
I
I
1S<_4i.
I
I
I
I
'I
I
I
I
I
AcCident Rate Analysis
Honey Creek East .
132nd Avenue NEINE 101st Street
Intersection
Rj = (A*10"6)rr*(V1+V2+V3+V4)
Rj =. Rate bf Accidents/million vehicles entering intersection
A = Accidents recorded in T days
T = Period (days) for which accidents are counted (usually 365)
·V1 ,V2, etc = Avg annual daily traffic on each leg
If only have peak hollrly volumes multiply by 10 to get a daily volume
A= 1 2002 2003
T= 1095 PD~ .INJ PD~ INJ
V1.= 410 1 I 0 0 I 0
V2= 1030,
. V3= 0
V4= 1620
.Vt= .3060
Rj:::: 0.298
. ;.
2004
PD~ INJ
0 I 0
r
7
PRELIMINARY
TECHNICAL
INFORMATION
REPORT (T.I.R.)
FOR THE PROPOSED PRELIMINARY PLAT OF
HONEY CREEK EAST
CITY OF RENTON
LAKERIDGE DEVELOPMENT, INC.
P.p.BOX 146
RENTON, WA 98057
(206)228-9750
NOVEMBER, 2005
PRELIMINARY
TECHNICAL
INFORMATION
REPORT (T.I.R.)
FOR THE PROPOSED PRELIMINARY PLAT OF
HONEY CREEK EAST
CITY OF RENTON
PREPARED FOR: LAKERIDGE DEVELOPMENT, INC.
P.O. BOX 146
RENTON, WA 98057
(206)228-9750
PREPARED BY: CASEY ENGINEERING
P.O. BOX 1255
FALL CITY, WA 98024-1255
(206) 227-8187
[€XPIRES $-:' /3 -07 I
NOVEMBER, 2005
HONEY CREEK EAST
PRELIMINARY TECHNICAL INFORMATION REPORT
SECTION I:
SECTION II:
SECTION III:
SECTION IV:
SECTION V:
APPENDIX I.
APPENDIX II.
TABLE OF CONTENTS
PROJECT DESCRIPTION
CORE & SPECIAL REQUIREMENTS PER THE 2005 KCSWDM
OFF-SITE ANALYSIS
PRELIMINARY ANALYSIS OF OFF-SITE COMBINED WATER
QUALITY /DETENTION FACILITY
NOT USED AT THIS TIME
WATERWORKS PRINTOUTS USED IN ANALYSIS
NOT USED AT THIS TIME·
HONEY CREEK EAST
SECTION I: PROJECT DESCRIPTION
The Honey Creek East site is located within the City of Renton, Washington. A vicinity map
showing the location of the site is provided in this section. The site area is approximately
8.05acres. The site is within a portion of the NE Y4 of SECTION 4, TOWNSHIP 23 N,
RANGE 5 EAST ,W.M.
The proposal is to subdivide approximately 8.05 acres into 43 residential dwelling units. The
Preliminary Plat Map plan sheet (provided with the preliminary plat application package)
shows the proposed location of the-site and the proposed lot design for the site. The site is .
currently undeveloped with no existing structures.
Existing On-Site Drainage Features
The only existing on-site drainage feature is a drainage ditch located at the southeast portion
of the site the south of proposed lots 41 through 43. The ditch is within an existing drainage
easement. The ditch is proposed to be replaced with a conveyance system during the
construction of the project. Storm inlet basins will be provided at appropriate locations to
ensure that any surface runoff currently draining to the ditch will be able to be conveyed in
the developed condition. In the developed condition, the back yards oflots 41 through 43
will continue to drain to this existing system.
Proposed On-Site Drainage Features
In the developed condition, storm conveyance systems will be installed to ensure that the
roofs, footing drains, yards and roads will be conveyed into the existing storm conveyance
within NE 24th St / NE 23 rd PI. No other on-site drainage features are proposed.
Construction Required
Stormwater conveyance systems will be required to be constructed to direct stormwater into
the existing conveyance system within NE 24th St / NE 23rd PI. The engineering design of the
project will contain a separate plan sheet showing the locations of the storm structures, .
conveyance lines and location of roof arid footing drains.
Included in this Section is the following information:
1. Vicinity Map of the Site.
2. TIR worksheet.
". •• fIr fIr
RENTON SCHOOL DISTRICT 1403
SIERRA HBlGBTS ELBJIBNTARY SCHOOL
KING COUNTY
RENTON CORPORATE BOUNDARY
HONEY CREEK EAST
SITE I-----l~
~ \-----'-_--1 "'Il
NE 22ND PL
----~--~~~--r_~~ ~__L___1_-L.--_I..,__....I--..L_._...I ~
NE 23RD PL
\------1 ~ 51 g
~~~~~~~~L-~~-4~L-~~~4-~~~~~~
"'Ilf--~ ~--~~~. __ ~~~~~L-~J-~~~~~~~~~-J
~ ~ ~~ ~
NE 21ST ST
"'Il
~~~~~~+-+-4-~-r-+~~
~~~~~~~~~~~
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Pre. //ff)/r;o?, P/~r-
Part 1 . PROJECrOWNER AND
PROJECT ENGINEER ..
. Pari 2 PROJECT LOCAT/()N AND
,DESCRIPTION , , : ;:~
Project Owner LQluc,t/tl~Oel/ekl'.Jllle,,;/; Inc.
'" I
Project Name HQoe,., ere c: L EQ.s-r
Phone ~2S--ZZ?-5' 7S-0
Address . P, t:J, 8dY /4-'~
/Z ~/./ To/f,' WA fi'8'"oS-/
Project Engineer /..701//(;;1 W CQ5cy
Company C qS~<i"COq/aCcr/;79' ;:> v-......
Phone .2 00-.2 27-8//?,7
Part 3 . TYPE:6FP~RMITAPPLICATION ..
~ Landuse Services
Subdivisoi])' Short Subd. I UPD o Building Services
M/F 'Commerical , SFR o Clearing and Grading o Right-of-Way Use o Other
./
DOES Permit # /V,.4 .---~~~~---------
Location Township 23#
Range ,5-E
Section _.....:.~ ____ _
Site Address /V E 2 9'/,h / /V E 23'ro/
/-70/;7<:: y Cr~c.~ /-h~/7t::'yt!?~/dP
Part 4 OTHER REVII;WS:AND PERMiTS
0 DFWHPA O· Shoreline
D COE404 Management
0 DOE Dam Safety o Structural
RockeryNauIU ___ 0 FEMA Floodplain o ESA Section 7 D COE Wetlands None /c-"e7w/J
0 Other @ ?rc~n7//")t:;rj'
Technical Information Report Site Improvement Plan (Engr. Plans)
Type of Drainage Review <EY11> I Targeted , Type (circle one): @]D, Modified ,
(circle): Large Site Small Site
Date (include revision
dates):
Date of Final:
Date (include revision
dates):
Date of Final:
,;. . ',":.:< ..... : ',; ;~.;:.>.; .. ,
',,' "","
Type (circle one): Standard' Complex , Preapplication , Experimental' Blanket
Description: (include conditions in TIR Section 2)
Date of Approval:
2005 Surface Water Design Manual 1/1/05
1
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Monitoring Required: Yes / No Describe: ____________ _
Start Date:
Completion Date:
. Part 8 SITE COMMUNITY AI~J[)DRAINAGEBASIN .. ·.
Community Plan: ? ~-~~---------Special District Overlays: _?!-. _____________________ _
Drainage Basin: rToacC/ Cre~k. //\/1 01./ Cre~"
Stormwater Requirements: "'/7? 2 DoE Srr~q,"hp/7~ &'::),5/0/7 Codro/ S~e:N?dore:;/
. Part 9 ONSITI:.AND ADJACENT SENSITIVI:::AREAS
!Sa' River/Stream #On,::: y Cr~c-k/ o Lake M 07 CrCGC'
o Steep Slope _________ _ o Erosion Hazard _______ _ o Wetlands _____________ _ o Landslide Hazard ______ _ o Closed Depression ----------'--o Coal Mine Hazard ______ _ o Floodplain ------------o Seismic Hazard _______ _ o Other ______________ _ o Habitat Protection ______ _
0 ____ ---,-____ _
Soil Type
/J./c/e/'Wt7de/ ( ,4 QC)
Slopes
~ -/5' /e7'
Erosion Potential
/Vl 0 de,o r<:,
1/ .J "" Are/7h-CA me)
o High Groundwater Table (within 5 feet) o Sale Source Aquifer· o Other __________ _ o Seeps/Springs
o Additional Sheets Attached
2005 Surface Water Design Manual
2
1/1/05
:'," . ..... . , ... ,.): ....
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
. Part 11 DRAINAGE DESIGN LIMITATIONS .y:.;; .
REFERENCE LIMITATION / SITE CONSTRAINT o Core 2 -Offsite Analysis /Von e:./cJ?e7/A/n @ Pre~n:uno,-~
./ o Sensitive/Critical Areas
o SEPA
D Other
0
D Additional Sheets Attached
Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area)
Threshold Discharge Area:
(name or descriptionl
Core Requirements (all 8 apply)
Discharge at Natural Location Number of Natural Discharge Locations: 2.
Offsite Analysis Level: (1)/ 2 / 3 dated:
Flow Control Level: 1 / 2 / 3 or Exemption Number
(inc!. facility summary sheet) Small Site BMPs
Conveyance System Spill containment located at:
Erosion and Sediment Control ESC Site Supervisor:
NA,-Pr&-;; 'm/!? pry Contact Phone:
After Hours Rhone:
Maintenance and Operation Responsibility: <erivat~ / Public -.
If Private, Maintenance LOQ Required: Yes / No
Financial Guarantees and
Liability NA -he,/;/)']';/Jorti
Provided: Yes / No
Water Quality ./ Type: Basic / Sens. Lake / Enhanced Basicm / Bog
(include facility summary sheet) or Exemption No.
/VA, -/l-e/'/7N/7QrC/ Landscape ManaQement Plan: Yes / No
Special Requirements (as applicable)
Area Specific Drainage ? Type: CDA / SDO / MDP I BP / LMP / Shared Fac. / None
Requirements . Name:
Floodplain/Floodway Delineation Type: Major / Minor / Exemption /®
100-year Base Flood Elevation (or range):
Datum:
Flood Protection Facilities· Describe:
Source Control Describe landuse: 5 /ny/t;. ~t:7/77/~ /Ze$/'d~~h/.:; /
(comm.lindustriallanduse) Describe any structural controls: ~/d/7C
2005 Surface Water Design Manual
3
1/1/05
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Oil Control High-use Site: Yes /~
Treatment BMP:
Maintenance Agreement: Yes / No
with whom?
Other Drainage Structures
Describe:
. Part 13 .. EROSION AND SEDIMENT CONTROL REQUIREMENTS NA" -///"b/' n?//7 q/"o/
/
MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION AFTER CONSTRUCTION o Clearing Limits o Stabilize Exposed Surfaces o Cover Measures o Remove and Restore Temporary ESC Facilities o Perimeter Protection o Clean and Remove All Silt and Debris Ensure o Traffic Area Stabilization Operation of Permanent Facilities
o Sediment Retention o Flag Limits of SAO and open space
o Surface Water Control
preservation areas o Other o Dust Control o Construction Sequence -
Part 14· STQRMWATER 'FACILITY DESCRIPTIONS (Note: 'InclUde FacilitySummar~ and Sketchl
Flow Control Type/Description Water Quality T }'pe/DescriJ)tion
~ Detention ?roof "73" ~ Biofiltration }-lroof'i3/~ r/o/J'7"
Hont: y Cree-.t. Cr~e-k /<' /c/f(! o Infiltration /Z~'d9~ -O,'yI Ci Wetpool /"::;/'v..7"
u
o Regional Facility o Media Filtration
o Shared Facility o Oil. Control
o Small Site BMPs o Spill Control
o Other o Small Site BMPs
o Other
2005 Surface Water Design Manual Ill/OS
4
KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
Part15EASEMENTSITRACTS Part 16 . STRUCTURAL ANAL YSIS /VA--e
~ Drainage Easement 5or/j-h or Pre:f!tlseeJ o Cast in Place Vault Pr c:-/;'ml ;"47 o L-t?T5 7"/-zrj o Retaining Wall Access Easement o Native Growth Protection Covenant o Rockery > 4' High
~ II;;'#-k o Structural on Steep Slope Tract Troc-I-'B -0/70/ Crt!e.<'C o Other /2; ~~ -0; '{//,5/oo I o Other
Part 17 SIGNATURE.oF PROFESSIONAL ENGINEER
I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were
incorporated into this worksheet and the attached Technical Information Report. To the best of my
knowledge the information provided here is accurate .
.:v; 0-/ ~ r:,~.1 //-L.?-OS-
Signed/Date .....
2005 Surface Water Design Manual 1/1/05
5
HONEY CREEK EAST
SECTION II: CORE & SPECIAL REQUIREMENTS
The following is a narrative describing how the proposed Honey Creek East Project will satisfy
the Core & Special Requirements for Full Drainage Review. Table 1.1.2.A of the 2005 Surface
Water Drainage Manual contains a list of items that need to be satisfied when a project is
required to satisfy the elements of a Full Drainage Review. This narrative addresses all of the
items in Table 1.1.2.A.
Core Requirement #1: Discharge At The Natural Location
The proposed Honey Creek East project is in compliance with this Core Requirement.
The majority of the site will drain to the existing conveyance within NE 24th ST/ NE
23 rd ST. Stormwater entering the above mentioned conveyance system will then be
directed to the existing combined water quality/detention facility within "Tract B" of
the recorded Plat of Honey Ridge that was designed to accommodate the additional
runoff from the Honey Creek East site -with minor improvements.
A small portion of the yards within the southern half of the site will drain to the south
into the existing conveyance along the southern side of proposed lots 41 through 43.
This drainage will be at the natural discharge location for the yards for this portion of
the site.
Core Requirement #2: Off-Site Analysis
. Section ITI of this report contains a narrative and a Plan Sheet showing the
Downstream Conveyance System from the western side of the site to the existing
storm pond within Tract "B" of Honey Creek Ridge Division I..
Core Requirement #3: Flow Control
The existing combined Water QualitylDetention Facility located within Tract "B" of
Honey Creek Ridge Division I. was designed for additional storage to accommodate
the Honey Creek East property. When the preliminary Plat is approved, the
engineering design will contain the required calculations and design elements to show
compliance with the Flow Control requirements for the additional runoff from the
Honey Creek East Site. At the Pre-application meeting, several options for Flow
Control were provided. The option used in the original design and the option
proposed for the additional runoff from the Honey Creek East site is Option # 3.
Option #3 is as follows:
"Limit Peak rate of runoff to 50% of the existing condition 2-yr,24-our design storm
while maintaining the existing condition peak rate for the.! O-yr and 100-yr, 24hr-hour
design storms."
This condition will be complied with prior to the approval of the engineering plans
subsequent to Preliminary Plat Approval.
Core Requirement #4: Conveyance System
The Preliminary Plat submittal package contains a Plan Sheet (Generalized Utilities
Plan) showing the Proposed Convelance from the new street improvements to the
existing conveyance within NE 24t St. / NE 23cd PI.
The information contained in Section IV of this report provides an analysis of the
proposed conveyance system within the site to the "Tract B" combined Water
QualitylDetention facility within Honey Creek East Division I. This information will
be reviewed and confirmed prior to the approval of the engineering design of the
project.
Core Requirement #5: Erosion And Sedimentation Control
Upon approval of the Preliminary Plat, the engineering plan set will contain a
separate plan sheet (s) that contain the design elements to satisfy this requirement. .
Core Requirement #6: Maintenance And Operations·
This item will be addressed at the time of engineering plan review and approval
Core Requirement #7:Financial Guarantees and Liability
Any Financial Guarantees and Liability requirements that may be placed on the
project will be addressed prior to the recording of the Final Plat.
Core Requirement #8:Water Quality
It is proposed that the Water Quality requirement be satisfied with the modification of
the existing combined Water Quality / Detention Facility within the existing Tract
"B" of Honey Creek Ridge -Division I. Modifications to this facility will be
satisfied prior to the approval of the engineering plan set subsequent to the approval
of the Preliminary Plat.
Special Requirement # 1: Other Adopted Requirements
At this time, there are no other known Adopted Requirements that apply to the
proposal.
Special Requirement #2: Floodplain / Floodway Delineation
This Requirement is not applicable to the project.
Special Requirement #3: Flood Protection Facilities
This Requirement is not applicable to the project.
Special Requirement #4: Source Control
This requirement, if applicable, will be addressed at the time the engineering design is
submitted for review by the City.
Special Requirement #5: Oil Control
This requirement, if applicable, will be addressed at the time the engineering design is
submitted for review by the City.
HONEY CREEK EAST
SECTION III: OFF-SITE ANALYSIS
The following infonnation is provided in this section:
A. Narrative.
B. Copy of downstream analysis prepared for the Honey Creek Ridge project.
C. Copy of plan sheet (Exhibit A) showing the conveyance system from the site to the Tract
B combined stonnwater'water quality / Retention facility located within Division I of
Honey Creek Ridge. This conveyance system was used for the revised analysis to
demonstrate that the capacity of the system is adequate to receive and convey the
stonnwater generated from the proposed subdivision to the existing Tract B facility.
A. Narrative:
The Honey Creek East property was purchased by Lakeridge Development, Inc. for the
primary purpose of constructing a road. to provide adequate transportation access to the
Honey Creek Ridge Site. The Construction of the road included a stonnwater
conveyance system that was designed for the potential future development of the Honey
Creek East property. Section IV of this preliminary TIR contains an analysis of the
conveyance system for the 2, 10, and 100-yr 24-hr stonns. The analysis will need to be
revised at the time of engineering review to reflect the actual site conditions that will
reflect the approved preliminary plat.
HONEY CREEK EAST
SECTION III. B.: OFF-SITE ANALYSIS
The information contained in this sub-section is a copy of the Level 1 Downstream Analysis
prepared for the Honey Creek Ridge project.
This analysis evaluated the downstream system within Honey Creek from the point of
discharge of the Basin "B" pond to'the confluence Honey Creek / May Creek.
SECTION VII. DOWNSTREAM ANALYSIS
A Levell. Downstream Analysis was walked on January 5, 1993. The distances along the stream
were obtained using a standard hand pushed measuring wheel rolled aiong the access road
adjacent to the stream. North of the Devil's Elbow, within the King County Parks Department
property there is an old road approximately 100' to the east of the stream. Distances were
measured along the road and at convenient locations the stream was observed and described. At
the confluence with May Creek, the Honey Creek stream bed was walked (crawled) for the entire
distance back upstream to the Devil's Elbow roadway. The following is a description of the
observed downstream system from the proposed outfall of the Basin B facility to the confluence
of Honey Creek and May Creek -approximately.42 miles.
Included in this section is a copy of the City Of Renton topographic map at 1 "=200' with the
locations of the significant features identified.
Station Description
0+00 Proposed location of the Basin B outfall at an existing 12" ACP cross
drainage pipe adjacent to the Sanitary Sewer (SS) gravel access road. The stream flows from
the south the north.
0+00 to 2+87 Stream channel is 12' to IS' wide with gravel cobble and boulders at the
proposed Basin B detention facility outfall. Clear water is flowing at approx. 1 to 2 cfs.
Channel side slopes range from vertical I' bench with 2: 1 and 3: 1 side slopes on the west side
and 1: 1 to 6: 1 on the east side. The channel between the proposed pond outfall and the
bridge is characterized by pools followed by riffles that range from 4' to 12' wide.
Immediately upstream of the bridge is a pool created by a low sandbag berm of two bags high
at the head of a riffle causing water to back up into a circular basin. It appears that the
sandbag berm was intended to create the pool rather than to provide protection to the gab ion
bridge abutment which showed no indication of needing protection.
2+87 Bridge wood structure. The bridge has a 20' span. The bottom of the
bridge deck is approx. 8' above the channel. Stream bed is 18' wide. The bridge is supported
on rock filled gabion baskets with a concrete cap. The sewer line access road crosses the
bridge and parallels the stream on the west side.
5+22 The stream enters a 52" concrete culvert a short distance south of the S.S.
Lift Station. The culvert is approx. 112 filled with gravel. There is a buildup of organic debris
around the top of the culvert that indicates a time when the pipe was flowing full and the inlet
was submerged. The organic material is along the side of the rip-rap around the pipe inlet
approximately 32" above the top of the culvert. 48" above the culvert is an overflow channel·
that is approx. 20' wide with I' vertical side walls constructed of ecology blocks. The channel
bottom consists of cobbles.
~/
5+76 Overflow channel to the east of the S.S. Lift Station. The rectangular
channel is 10' wide, 1.5' deep with vertical ecology block side walls. The channel bottom is
cobble lined with grass growing between the stones. There is no indication that the channel
has recently conveyed water due to the shape of the vegetation and lack of debris. The
ground slopes up from the top of the ecology blocks at a 2:1 slope to catch with the level area
around the Lift Station approx. I' above the top of the ecology blocks.
6+16 Stilling basm adjacent to the southern edge of the Devil's Elbow road. This
basin is the logical outfall location for the "Basin A" detention facility as it is a stabilized area
containing natural energy dissipation characteristics, and allows for the stormwater to be
included in the stream gauging. The Stilling 'Basin is 5' deep, 15' wide in the east/west
direction, 10' wide in the north/south direction, lined with cement filled sand bags to maintain
. vertical side walls. The culvert that flows to the north under the road is a 60' CMP.
Devil's Elbow roadway centerline.
North side of roadway outfall.
7+00 The stream channel is 6' wide with gravel and cobble bottom. Side slopes
are grassed with adjacent blackberries and range from 1:1 to 6:1.
7+00 to 11 +00 The stream channel meanders with pool and riffle characteristics. Channel
width varies from 6' to 20' and appears stable. There are lots of organic debris within the,
corridor -trees and limbs. Along various sections the, organic high water buildup is within the
channel area usually pushed against tree branches and stumps. Along the outside bends of
some of the sections there are I' to 2' vertical meander cuts within the channel. The wider
sections exhibit braiding with characteristic low flow and high flow gravel channels.
11+00 to 15+00 Stream is same as 7+00 to 11+00. Pool and riffle characteristics are the
dominant feature. Partially submerged logs and large roots back up water into pools that then
drop I' into the next pool structure. The riflle sections are 6' to 12' wide.
15+50 Approximate location of large 9' diameter cedar stump adjacent to east side
of stream.
18+00 Approximate location of suspended telephone cable crossing.
22+00 Confluence with May Creek.
General Observations
The stream corridor within the King County Parks Property appears to be very stable. Areas
where the stream has undercut the bank on the outside bends are the obvious areas where
sloughing has occurred. However, the gradual undercutting of outside bends is a natural process
and appears to be the primary mechanismacting on the stream bed. The lower section of the
stream channel has, over time, cut down 3' to 5' compared to the adjacent topography .. The side
slopes adjacent to the channel range from 1: 1 to vertical and are heavily vegetated. The primary
erosion forces along the channel sides appear to be natural -freeze thaw, rain, and seeps. No
significant erosion features were observed and, in general, the corridor appears to be stable.
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HONEY CREEK EAST
SECTION IV: PRELIMINARY STORM DRAINAGE ANALYSIS
The information contained in this Section a re-recreation of the Basin "B" analysis for the
Honey Creek Ridge project. The analysis was modified to provide for Water Quality storage
within the Tract "B" facility within the recorded plat of Honey Creek Ridge Division I.
The information provided in this section is preliminary. When the Preliminary Plat is
approved, a more detailed analysis will be provided in the required Technical Information
Report.
It is recommended that the analysis provided in this section be reviewed with the aid of the
approved TIR for Honey Creek Ridge. A copy of the Honey Creek Ridge TIR is at the City
of Renton. The person who has a copy of the approved TIR for the Honey Creek Ridge TIR
is Raymond VanDer Rost. The information in this section parallels the narrative in Section
IV of the Honey Creek Ridge TIR. As a result, the narrative has not been duplicated in this
preliminary report. If, however, the City of Renton review staff requests a separate narrative
for this report, it can be provided. As an alternative, I would be more than willing to meet
with City Staff and go through the analysis on a page-by-page (line by line) basis.
In conclusion, the revised analysis indicates that the existing Tract "B" facility within
Division I of the recorded Plat of Honey Creek Ridge -Division I, can accommodate the
additional stormwater from the Honey Creek East Site with minor revisions to the outflow
structure.
The Information provided in this Section is as follows:
1. Copy of "Honey Creek East Development Pre-App Drainage Requirements"
document from the City Of Renton.
2. Hydrograph SummarY
3. History of Hydrograph Activity
Honey Creek East Development Pre-AppDrainage Requirements
Background: Honey Creek East Project would like to utilize the detentionIWQ facilities
constructed for the Honey Creek Ridge Development. These facilities were oversized to
accommodate the future development of Honey Creek East based on the requirements of the 1990
KCSWDM. At the time of the design and construction of the Honey Creek Development
(199}?), the 1990 KCSWDM drainage standards were in effect; however, the City now'requires
that all development within the Honey Creek Basin meet the 1998 KCSWDM standards. To meet
this standard for flow control and water quality treatment as it applies to the Honey Creek East
Development, the applicant has the following options:
1. Design a separate on-site system (Detention/W ater Quality) to serve only the Honey
Creek East Development pe'r the 1998 KCSWDM Level 2 flow control standard.
2. Design a separate on-site detention (flow control) only facility to serve the Honey
Creek East Development per the 1998 KCSWD standards for Level 2 flow control
. and modify the existing Honey Creek Ridge wetpond to satisfy water quality
treatment volume requirements per 1998 KCSWDM for the Honey Cree{{ East
Development and use the 1990 KCSWDM volume requirements for the Honey Creek
Ridge Development. If the necessary, the existing Honey Creek Ridge water quality
facility could be modified to achieve the necessary water quality volume.
3. Modify the existing Honey Creek Ridge pond to provide the necessary volumes and
orifice sizes to meet the 1992 Ecology Manual Stream bank Erosion Control Standard
for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section 1-2.9. (pg A-IO), Volume I of
Stormwater Program Guidance Manual for the Puget Sound Basin dated July 1992
which is:
Limit peak rate of runoff to 50% of the existing condition 2-yr, 24-hour design storm
while maintaining the existing condition peak rate for the I O-yr and 100-yr, 24-hour
design storms.
The existing pond will need to be modified to provide the required water quality
volume for the Honey Creek Ridge (based on the 1990 KCSWDM) and Honey Creek
East (Based on the 1998 KCSWDM).
Note: Any design changes to the existing pond will require geotechnical analysis and
review.
10/17/05 3:24:26 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=================================~=======================~===========
HYDROGRAPH SUMMARY
PEAK TIME VOLUME
HYD RUNOFF OF OF Contrib
NUM RATE PEAK HYDRO Area
cfs min. cf\AcFt Acres
=============================================
1 0.975 1460 141859 cf 0.00
2 0.980 780 147721 cf 0.00
3 0.994 550 150763 cf 0.00
4 4.734 490 41458 cf 0.00
5 8.085 490 112964 cf 0.00
6 11.996 490 176174 cf 0.00
8 5.433 490 202127 cf 0.00
9 8.888 490 353661 cf 0.00
10 13.748 540 529932 cf 0.00 .
11 2.162 1460 160669 cf 0.00
12 3.868 780 240696 cf 0.00
13 9.521 550 353758 cf 0.00
14 1.187 1460 18810 cf 0.00
15 2.888 780 92975 cf 0.00
16 8.527 550 202995 cf 0.00
18 5.678 490 126850 cf 23.55
19 12.559 490 275237 cf 47.45
20 20.152 490 423390 cf 47.45
1
10/17/05 3:47:17 pm !
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
Date of Ses.sion: 10/17/05 , 3:46:30 pm
CLEARHIS
REMARK
THIS PROGRAM FILE WILL SYSTEMATICALLY ROUTE THE 2, 10 AND 100 YR
STORM EVENTS THOUGH THE VARIOUS BASINS. AT THE CONCLUSION \ OF THIS PROGRAM EXISTING HYDROGRAPHS WILL BE PLACED IN THE FOLLOWING
LOCATIONS:
2 YR EXISTING, 2.0 INCHES ---------·HYD 18
10 YR EXISTING, 2.9 INCHES --------HYD 19
100 YR EXISTING, 3.9 INCHES -------HYD 20
FIRST CHANGE THE PRECIP FOR THE RELEVENT DRAINAGE AREAS TO
THE 2 YEAR PRECIP. THEN MOVE THE RESULT INTO HYD 18.
LSTEND
ZERO 1 20
CHANGE PRECIP 2.00
BB SHN SHS WH
LSTEND
REMARK
ROUTING OF EXISTING DRAINAGE AREAS TO A POINT OF COMPUTATION
LSTEND
ZERO 1 2
ADD SHN 1 1
1.5231 cfs 0.7026 ac-ft 8.00 hrs
REMARK
THE FOLLOWING IS A SHIFT OF THE SHN HYD TO THE CONFLUENCE OF THE WH BASIN
LSTEND
SHIFT 1 8.00
1.4683 cfs 0.7026 ac-ft 8.00 hrs
ADD WH 2 2
2.0649 cfs 0.8497 ac-ft 8.00 hrs
REMARK
THE FOLLOWING IS A COMBINED SHIFT OF THE SHN AND WH HYD TO THE PROPOSED
POINT OF COMPUTATION ( OUTFALL).
LSTEND
SHIFT 2 3.00
1.9939 cfs 0.8497 ac-ft 8.17 hrs
ADD 2 1 1
1
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
3.4401 cfs 1.5524 ac-ft 8.17 hrs
SHIFT 1 2.00
3.3559 cfs 1.5524 ac-ft 8.33 hrs
REMARK
THE FOLLOWING IS A SHIFT OF THE SHS BASIN TO THE POINT OF
COMPUTATION WHICH IS THE BASIN B (BB) OUTFALL
LSTEND
MOVE SHS to 2'
1.6786 cfs 0.7577 ac-ft 8.00 hrs
SHIFT 2 5.00
1.6183 cfs 0.7577 ac-ft 8.17 hrs
REMARK
THE FOLLOWING IS A COMBINATION OF THE WH AND SHN (HYD1) WITH
THE SHS HYD INTO (1). HYD 1 REPRESENTS THE EXISTING OFF-SITE
STORM EVENTS, THE VOLUMES OF WHICH WILL BE USED AS THE PERFORMANCE
CRITERIA FOR THE FLOW SPLITTER.
LSTEND
ADD 1 2 1
4.9444 cfs 2.3101 ac-ft 8.17 hrs
REMARK
THE OFF-SITE .DEVELOPED IS ADDED TO THE ON-SITE PRE-DEVELOPED HYD WHICH
IS USED FOR THE RATE PERFORMANCE CRITERIA AT THE POINT OF ANALYSIS WilICH
IS THE OUTFALL LOCATION AT THE STREAM.
SINCE THE RELEASE REQUIREMENT IS FOR HALF THE EXISTING
2 YEAR EVENT, WE WILL DIVERT 50% OF BB AND PLACE IT
IN HYD 3. THE REMAINDER IS NOT USED IN THE ANALYSIS.
LSTEND
MOVE BB to 2
1.4680 cfs 1.2040 ac-ft 8.17 hrs
DIVERT 50.00 2 3 PERCENT
0.7340 cfs 0.6020 ac-ft 8.17 hrs
0.7340 cfs 0.6020 ac-ft 8.17 hrs
ADD 2 1 1
5.6784 cfs 2.9121 ac-ft 8.17 hrs
ADD 1 18 18
5.6784 cfs 2.9121 ac-ft 8.17 hrs
REMARK
NEXT CHANGE PRECIP FOR THE RELEVENT DRAINAGE AREAS TO
2
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
THE 10 YR PRECIP. THEN MOVE THE RESULTS INTO HYD 19
LSTEND
CHANGE PRECIP 2.90
BB SHN SHS WH
LSTEND
REMARK
ROUTING OF EXISTING DRAINAGE AREAS TO A POINT OF COMPUTATION
LSTEND
ZERO 1 2
ADD SHN1 1
2.6715 cfs 1.1766 ac-ft 8.00 hrs
REMARK
THE FOLLOWING IS A SHIFT OF THE SHN HYD TO THE CONFLUENCE OF THE WH BASIN
LSTEND
SHIFT 1 8.00
2.5803 cfs 1.1766 ac-ft 8.00 hrs
ADD WH 2 2
3.5555 cfs 1.4096 ac-ft 8.00 hrs
REMARK
THE FOLLOWING IS A COMBINED SHIFT OF THE SHN AND WH HYD TO THE PROPOSED
POINT OF COMPUTATION ( OUTFALL).
LSTEND
SHIFT 2 3.00
3.4269 cfs 1.4096 ac-ft 8.17 hrs
ADD 2 1 1
5.9491 cfs 2.5863 ac-ft 8.17 hrs
SHIFT 1 2.00
5.7971 cfs 2.5863 ac-ft 8.33 hrs
REMARK
THE FOLLOWING IS A SHIFT OF THE SHS BASIN TO THE POINT OF
COMPUTATION WHICH IS THE BASIN B (BB) OUTFALL
LSTEND
MOVE SHS to 2
2.9406 cfs 1.2684 ac-ft 8.00 hrs
SHIFT 2 5.00
2.8251 cfs 1.2684 ac-ft 8.17 hrs
3
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
REMARK
THE FOLLOWING IS A COMBINATION OF THE WH AND SHN (HYD1) WITH
THE SHS HYD INTO (1). HYD 1 REPRESENTS THE EXISTING OFF-SITE
STORM EVENTS, THE VOLUMES OF WHICH WILL BE USED AS THE PERFORMANCE
CRITERIA FOR THE FLOW SPLITTER.
LSTEND
ADD 1 2 1
8.6155 cfs 3.8547 ac-ft 8.17 hrs
REMARK
THE OFF-SITE DEVELOPED IS ADDED TO THE ON-SITE PRE-DEVELOPED HYD WHICH
IS USED FOR THE RATE PERFORMANCE CRITERIA AT THE POINT OF ANALYSIS WHICH
IS THE .OUTFALL LOCATION AT THE STREAM.
LSTEND
ADD BB 1 1
12.5588 cfs 6.3186 ac-ft 8.17 hrs
ADD 1 19 19
12.5588 cfs 6.3186 ac-ft 8.17 hrs
REMARK
NEXT CHANGE PRECIP FOR THE RELEVENT DRAINAGE AREAS TO
THE 100 YR PRECIP. THEN MOVE THE RESULTS INTO HYD 20
LSTEND
CHANGE PRECIP 3.9
BB SHN SHS WH
LSTEND
REMARK
ROUTING OF EXISTING DRAINAGE AREAS TO A POINT OF COMPUTATION
LSTEND
ZERO 1 2
ADD SHN 1 1
4.0271 cfs 1.7317 ac-ft 8.00 hrs
REMARK
THE FOLLOWING IS A SHIFT OF THE SHN HYD TO THE CONFLUENCE OF THE WH BASIN
LSTEND
SHIFT 1 8.00
3.8944 cfs 1.7317 ac-ft 8.00 hrs
ADD WH 2 2
5.3034 cfs 2.0631 ac-ft 8.00 hrs
4
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
==================================================================?==
HISTORY OF HYDROGRAPH ACTIVITY
REMARK
THE FOLLOWING IS A COMBINED SHIFT OF THE SHN AND WH HYD TO THE PROPOSED
POINT OF COMPUTATION ( OUTFALL).
LSTEND
SHIFT 2 3.00
5.1052 cfs 2:0631 ac-ft 8.17 hrs
ADD 2 1 1
8.8930 cfs 3.7948 ac-ft 8.17 hrs
SHIFT 1 2.00
8.6938 cfs 3.7948 ac-ft 8.17 hrs
REMARK,
THE FOLLOWING IS A SHIFT OF THE SHS BASIN TO THE POINT OF
COMPUTATION WHICH IS THE BASIN B (BB) OUTFALL
LSTEND
MOVE SHS to 2
4.4294 cfs 1.8665 ac-ft 8.00 hrs
SHIFT 2 5.00
4.2456 cfs 1.8665 ac-ft 8.17 hrs
REMARK
THE FOLLOWING IS A COMBINATION OF THE WH AND SHN (HYD1) WITH
THE SHS HYD INTO (1). HYD 1 REPRESENTS THE EXISTING OFF-SITE
STORM EVENTS, THE VOLUMES OF WHICH WILL BE USED AS THE PERFORMANCE
CRITERIA FOR THE FLOW SPLITTER.
LSTEND
ADD 1 2 1
12.9394 cfs 5.6613 ac-ft 8.17 hrs
REMARK
THE OFF-SITE DEVELOPED IS ADDED TO THE ON-SITE PRE-DEVELOPED HYD WHICH
IS USED FOR THE RATE PERFORMANCE CRITERIA AT THE 'POINT OF ANALYSIS WHICH
IS THE OUTFALL LOCATION AT THE STREAM.
LSTEND
ADD BB 1 1
20.1515 cfs 9.7197 ac-ft 8.17 hrs
ADD 1 20 20
20.1515 cfs 9.7197 ac-ft 8.17 hrs
REMARK
HONEY CREEK RIDGE DRAINAGE ANALYSIS.
BASIN B RDPOND GET ITS FLOW FORM TWO DIRECTIONS, THE NORTH
5
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REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
AND THE SOUTH DRAIANGE AREAS. THE FOLLOWING IS THE ANALYIS
OF THE RUNOFF ENTERING THE POND FROM EACH DIRECTION.
OUR STRATEGY IS TO ROUTE THE 2, 10 AND 100 YEAR FLOWS INTO
THE RDPOND. THE INFLOW HYDORGPRAH WILL BE HYDROGRAPHS FOR
THE SOUTH PIPE RUN WILL BE STORED IN HYDROGRAPHS 1,2,3. THE
INFLOW HYDROGRAPH FOR THE NORTH PIPE RUN WILL BE STORED IN
HYDROGRAPHS 4,5,6.
LSTEND
ZERO 1 6
CHANGE PRECIP 2.00
A01 A02 A03 A04 A05 A06
A07 . A08 A09 A10 All A12
A14 A15 A16 A18 A19 A21
A22 A23 A24 A25 A80 A81
A82 A83 A84 B36 B37 B39
B40 B42 B43 B44 B45 B46
B47 B48 B60 B61 B62 B63
B64 B65 B66 B67 B91 B92
B93 B94 B95 B96 B97
LSTEND
ROUTE HYDROGRAPH 1 THROUGH REACH LINE1A
Network LINE1A
Reach <AREA> <Act Q> <Q Full> ~ Full Ndepth <Diam> <NVel> <FVel> Carea
======================~====================================================== P80 1. 37 0.28 9.49 2.96 1.47 12.00 5.12 12:40 A80
P81 1. 42 0.30 3.29 9.24 2.56 12.00 2.49 4.30 A81
P82 3.62 0.68 7.12 9.55 2.60 12.00 5.44 9.31 A82
P83 4.72 0.92 12.44 7.39 2.29 12.00 8.81 ·16.26 A83
P84 4.84 0.97 10.28 9.44 2.58 12.00 7.82 13.43 A84
ROUTE HYDROGRAPH 1 THROUGH REACH LINE1
Network LINE4
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Care a
===::============================:,===========================================
P09
P08
Network LINE3
2.20
3.30
0.38
0.62
8.56 4.39 1.78 12.00 5.19 11.19 A82
4.05 15.21 3.28 12.00 3.54 5.29 A83
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Care a
=============================================================================
P16
P15
P14
P12
0.39
1. 99
3.59
4.16
0.12
0.64
1.16
1. 34
5.89 2.05
5.12 12.53
3.87 30.04
4.00 33.51
1.23 12.00
2.98 12.00
4.69 12.00
4.98 12.00
2.84
4.23
4.09
4.35
7.69 A24
6.69 A23
5.06 A23
5.23 A22
6
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REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
Network LINE2
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
====:========================================================================
P11 1. 37 0.28 4.67 6.01 2.07 12.00 3.11 6.10 A80
P10 1.42 0.30 6.46 4:71 1. 84 12.00 4.00 8.44 A81
P07 4.84 0.97 5.02 19.33 3.71 12.00 4.69 6.56 A84
P06 5.52 1.16 2.87 40.29 5.52 12.00 3.28 3.75 A25
P05 10.36 2.69 11.36 23.64 4.13 12.00 11. 23 14.85 A25
Network LINE1
Reach <AREA> <Act 0> <0 Pull> % Full Ndepth <Diam> <NVel> <PVel> Carea
=============================================================================
P25 5.52 1.16 2.57 45.02 5.89 12.00 3.02 3.36 A25
P24 5.91 1.28 6.72 19.03 3. 68 12.00 6.25 8.78 A24
P23 7.51 1. 80 9.28 19.38 3. 72 12.00 8.68 12.13 A23
P22 8.08 1. 98 4.71 41. 98 5.66 12.00 5.44 6.16 A22
P21 8.17 2.02 8.34 24.17 5.22 15.00 5.31 6.98 A21
P19 10.61 2.65 10.17 26.04 6.52 18.00 4.59 5.91 A19
P18 10.78 2.72 10.72 25.38 6.43 18.00 4.80 6.23 A18
P17 10.78 2.72 7.69 35.39 7.70 18.00 3.77 4.47
P04 21. 39 5.49 21. 98 24.97 6.37 18.00 9.80 12.76 A04
P03 21. 89 5.65 42.42 13.31 6.14 24.00 8.91 13.86A03
P02 23.35 6.12 26.55 23.07 8.15 24.00 6.52 8.67 A02
POl 23.35 6.12 123.88 4.94 3.76 24.00 19.46 40.47
P01A 23.35 6.12 19.06 32.12 9.73 24.00 5.12 6.23
ROUTE HYDROGRAPH 4 THROUGH REACH LINE5
Network LINE8
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <PVel> Carea
=====:=======================================================================
P91 0.68 . 0.17 4.94 3.43. 1. 58 12.00 2.78 6.45 B91
P94 1.62 0.38 3.47 10.94 2.78 12.00 2.76 4.54 B94
P95 2.75 0.63 2.17 28.98 4.60 12.00 2.27 2.84 B95
P96 3.69 0.84 8.12 10.35 2.70 12.00 6.34 10.62 B94
P97 3.93 0.91 11.27 8.08 2.39 12.00 8.19 . 14.73 B97
P48 4.09 0.98 3.36 29.08 4.61 12.00 3.52 4.40 B48
Network LINE7
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
==================;==========================================================
P45 0.80 0.22 3.20 6.88 2.21 12.00 2.21 4.18 B45
P44 1. 51 0.42 3.22 13.20 3.06 12.00 2.70 4.20 B44
P43A 1. 51 0.42 3.21 13. 25 3.06 12.00 2.69 4.19
Network LINE6
7
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P40
P39
P37
, Network LINE5
0.66
1.13
1. 95
0.19 3.18 6.02 2.07 12.00 2.12 4.15 B40
0.33 2.94 11.24 2.82 12.00 2.35 3.85 B39
0.59 '2.95 19.96 3.78 12.00 2.78,3.86 B37'
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=======:=====================================================================
P67 0.25 0.11 2.93 3.58 1. 61 12.00 1. 67 3.83 B67
P66 0.50 0.21 2.95 7.11 2.25 12.00 2.07 3.86 B66
P65 8.51 2.40 8.68 27.69 6.73 18.00 3.98 5.04 B65
P64 8.97 2.50 8.66 28.85 6.89 18.00 4.02 5.03 B64
P63 9.43 2.59 8.66 29.93 7.02 18.00 4.06 5.03 B63
P62 9.96 2.74 8.68 31. 52 7.22 18.00 4.13 5.04 B62
P61 12.25 3.36 24.92 13.47 4.63 18.00 9.33 14.47 B61
P60 12.90 3.53 31. 24 11.29 4.24 18.00 11.12 18.14 B60
P47 22.70 6.04 27.57 21. 91 5.95 18.00 11. 86 16.01 B47
P46 24.32 6.48 24.63 26.31 6.55 18.00 11.15 14.30 B46
P43 26.19 7.03 19.48 36.09 7.79 18.00 9.60 11.31 B43
P42 26.43 7.13 41. 85 17.04 6.96 24.00 9.43 13.67 B42
P36 29.03 7.94 45.33 17.51 7.06 24.00 10.30 14.81 B36
P35 29.03 7. 94 26.87 29.53 9.30 24.00 7.06 8.78
P34 29.03 7. 94 147.91 5.36 3.91 24.00 23.80 48.32
CHANGE PRECIP 2.90
A01 A02 A03 A04 A05 A06
A07 A08 A09 A10 All A12
A14 A15 A16 A18 A19 A21
A22 A23 A24 A25 A80 A81
A82 A83 A84 B36 B37 B39
B40 B42 B43 B44 B45 B46
B47 B48 B60 B61 B62 B63
B64 B65 B66 I B67 B91 B92
B93 B94 B95 B96 B97
LSTEND
ROUTE HYDROGRAPH 2 THROUGH REACH LINE1A
Network LINElA
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P80 1. 37 0.51 9.49 5.33 1. 95 12.00 6.10 12.40 A80
PSI 1. 42 ' 0.54 3.29 16.42 3.41 12.00 2.94 4.30 A81
P82 3.62 1. 24 7.12 17.42 3. 52 12.00 6.46 9.31 A82
P83 4. 72 1. 66 12.44 13 .36 3. 07 12.00 10.47 16.26 A83
P84 4.84 1.74 10.28 16.90 3.46 12.00 9.25 13.43 A84
ROUTE 'HYDROGRAPH 2 THROUGH REACH LINE1
8
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
Network LINE4
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel>,<FVel> Carea ,
=============================================================================
P09
P08
Network LINE3
2.20
3.30
0.70
1.12
8.56 8.18 2.41 12.00 6.24 11.19 A82
4.05 27.71 4.49 12.00 4.18 5.29 A83
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
====:========================================================================
P16 0.39 0.20 5.89 3.34 1. 55 12.00 3.29 7.69 A24
P15 1. 99 1. 03 5.12 20.10 3.79 12.00 4.84 6.69 A23
. PH 3.59 1. 86 3.87 48.11 6.12 12.00 . 4.62 5.06 A23
P12 4.16 2.15 4.00 53.75 6.55 12.00 4.91 5.23 A22
Network LINE2
Reach <ARBA> <Act 0> <0 Full> % Pull Ndepth <Diam> <NVel> <PVel> Care a
=====================================================:=======================
P11 1.37 0.51 4.67 10.83 2.77 12.00 3.69 6.10 A80
P10 1.42 0.54 6.46 8.36 2.43 12.00 4.74 8.44 A81
P07 4.84 1.74 5.02 34.61 5.07 12.00 5.51 6.56 A84
P06 5.52 2.05 2.87 71.49 7.89 12.00 3.75 3.75 A25
P05 10.36 4.52 11. 36 39.79 5.48 12.00 12.93 14.85 A25
Network LINE1
Reach <AREA> <Act 0> <0 Pull> % Pull Ndepth <Diam> <NVel> <PVel> Care a
=============================================================================
P25 5.52 2.05 2.57 79.88 8.57 12.00 3.42 3.36 A25
P24 5.91 2.25 6.72 33.49 4.98 12.00 7. 31 8.78 A24
P23 7.51 3.08 9.28 33.21. 4.96 12.00 10.07 12.13 A23
P22 8.08 3.37 4.71 71. 58 7.90 12.00 6.15 6.16 A22
P21 8.17 3.43 8.34 41.10 6.98 15.00 6.12 6.98 A21
P19 10.61 4.52 10.17 44.46 8.77 18.00 5.29 5.91 A19
P18 10.78 4.63 10.72 43.18 8.62 18.00 5.54 6.23 A18
P17 10.78 4.63 7.69 60.20 10.55 18.00 ' 4.30 4.47
P04 21. 39 9.28 21. 98 42.23 8.51 18.00 11. 28 12.76 A04
P03 21. 89 9.54 42.42 22.48 8.04 24.00 10.34 13.86 A03
P02 23.35 10.30 26.55 38.79 10.81 24.00 7.50 8.67 A02
POl 23.35 10.30 123.88 8.31 4.85 24.00 22.69 40.47
P01A 23.35 10.30 19.06 54.02 13.14 24.00 5.85 6.23
ROUTE HYDROGRAPH 5 THROUGH REACH LINES
Network LINE8
Reach <AREA> <Act 0> <0 Pull> % Full Ndepth <Diam> <NVel> <PVel> Carea
=============================================================================
P91 0.68 0.30 4.94 6.02 2.07 12.00 3.29 6.45 B91
P94 1. 62 0.68 3.47 19.64 3.74 12.00 3.26 4.54 B94
P95 2.75 1.14 2.17 52.51 6.45 12.00 2.65 2.84 B95
9
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 10
========~=======================~====================================
P96
P97
P48
Network LINE7
3.69
3.93
4.09
HISTORY OF HYDROGRAPH ACTIVITY
1.53 8.12 18.79 3.66 12.00 7.53 10.62 B94
1.64 11.27 14.58 3.21 12.00 9.72 14.73 B97
1,74 3.36 51.82 6.40 12.00 4.09 4.40 B48
Reach <AREA> <Act Q> <Q Full> \ Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P45
P44
P43A
Network LINE6
0.80
1.51
1. 51
0.37
0.71
0.71
3.20 11.65 2.87 12.00 2.58 4.18 B45
3.22 22.16 3.99 12.00 3.12, 4.20 B44
3.21 22.24 4.00 12.00 3.12 4.19
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P40
P39
P37
Network LINE5
0.66
1.13
1. 95
0.32
0.55
0.97
3.18 10.00 2.66 12.00 2.46 4.15 B40
2.94 18.60 3.64 12.00 2.72 3.85 B39
2.95 32.70 4.91 12.00 3.19 3.86 B37
Reach <AREA>, <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
===================================:==:=:====================================
P67 0.25 0.16 2.93 5.32 1. 95 12.00 1. 88 3.83 B67
P66 0.50 0.31 2.95 10.56 2.73 12.00 2.32 3.86 B66
P65 8.51 4.03 8.68 46.41 8.99 18.00 4.56 5.04 B65
P64 8.97 4.21 8.66 48.60 9.24 18.00 4.61 5.03 B64
P63 9.43 4.39 8.66 50.64 9.47 18.00 4.66 5.03 B63
P62 9.96 4.63 8.68 53.34 9.78 18.00 4.73 5.04 B62
P61 12.25 5.69 24.92 22.82 6.08 18.00 10.84 14.47 B61
P60 12.90 5.98 31. 24 19.15 5.54 18.00 12.94 18.14 B60
P47 22.70 10.34 27. 57 37.52 7.96 18.00 13.73 16.01 B47
P46 24.32 11. 09 24.63 45.03 8.83 18.00 12.85 14.30 B46
P43 26.19 12.00 19.48 61. 60 10.70 18.00 ' 10.95 11.31 B43
P42 26.43 12.15 41. 85 29.03 9.21 24.00 10.94 13.67 B42
P36 29.03 13.46 45.33 29.69 9.32 24.00 11.93 14.81 B36
P35 29.03 13 .46 26.87 50.07 12.54 24.00 8.10 8.78
P34 29.03 13 .46 147.91 9.10 5.07 24.00 27.81 48.32
CHANGE PRECIP 3.90
A01 A02 A03 A04 A05 A06
A07 A08 A09 A10 All A12
A14 A15 A16 A18 A19 A21
A22 A23 A24 A25 A80 A81
A82 A83 A84 B36 B37 B39
B40 B42 B43 ' B44 B45 B46
B47 B48 B60 B61' B62 B63
B64 B65 B66 B67 B91 B92
B93 B94 B95 B96 B97
LSTEND
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 11
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
ROUTE HYDROGRAPH 3 THROUGH REACH LINE1A
Network LINE1A
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P80 1.37 0.77 9.49 8.15 2.40 12.00 6.91 12.40 A80
P81 1.42 0.82 3.29 24.92 4.24 12.00 3.30 4.30 A81
P82 3.62 1.91 7.12 26.80 4.41 12.00 7.29 9.31 A82
P83 4.72 2.55 12.44 20.46 3.83 12.00 11.82 16.26 A83
. P84 4.84 2.65 10.28 25.76 4.32 12.00 10.41 13.43 A84
ROUTE HYDROGRAPH 3 THROUGH REACH LINE1
Network LINE4
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Care a
=============================================================================
P09
P08
Network LINE3
2.20
3.30
1. 09
1. 73
8.56 12.72 3.00 12.00 7.10 11.19 A82
4.05 42.62 5.70 12.00 4.69 5.29 A83
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Care a
=============================================================================
P16 0.39 0.28 5.89 4.81 1. 86 12.00 3.67 7.69 A24
P15 1. 99 1. 47 5.12 28.76 4.58 12.00 5.34 6.69 A23
P14 3.59 2.66 3.87 68.76 7.68 12.00 5.01 5.06 A23
P12 4.16 3.08 4.00 76.89 8.32 12.00 5.29 5.23 A22
Network LINE2
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P11 1. 37 0.77 4.67 16.56 3. 43 12.00 4.17 6.10 A80
P10 1.42 0.82 6.46 12.69 2.99 12.00 5.35 8.44 A81
P07 4.84 2.65 5.02 52.75 6.47 12.00 6.13 6.56 A84
P06 5.52 3.12 --------Pressure Flow--------3.97 A25
P05 10,)6 6.66 11. 36 58.61 6.91 12.00 14.22 14.85 A25
Network LINE1
Reach <AREA> <Act 0> <0 Full> % Full Ndepth <Diam> <NVel~ <FVel> Carea
=============================================================================
P25
P24
P23
P22
P21
P19
P18
P17
5.52
5.91.
7.51
8.08
8.17
10.61
10.78
10.78
3.12 --------Pr~ssure Flow--------3.97
3.40 6.72 50.57 6.31 12.00 8.12
4.59 9.28 49.42 6.22 12.00 11.16
5.00 --------Pressure Flow--------6.37
5.08 8.34 60.90 8.85 15.00 6.74
6.71 10.17 66.00 11.20 18.00 5.81
'.86 10.72 63.99 10.97 18.00 6.08
6.86 7.69 89.20 14.14 18.00 ·4.61
A25
8.78 A24
12.13 A23
A22
6.98 A21
5.91 A19
6.23 A18
4.47
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 12
=====================================================================
. HISTORY OFHYDROGRAPH ACTIVITY
P04 21.39 13.70 21. 98 62.36 10.79 18.00 12.39 12.76 A04
P03 21. 89 14.07 42.42 33.17 9.91 24.00 11.50 13.86 A03
P02 23.35 15.16 26.55 57.10 13.60 24.00 8.26 8.67 A02
POl 23.35 15.16 123.88 12.24 . 5.88 24.00 25.39 40.47
P01A 23.35 15.16 19.06 79.52 17.08 24.00 6.34 6.23
ROUTB HYDROGRAPH 6 THROUGH REACH LINES
Network LINE8
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
==========================================================;==================
P91 0.68 0.45 4.94 9.07 2.53 12.00 3.71 6 AS B91
P94 1. 62 1. 04 3.47 29.95 4.68 12.00 3. 66 4.54 B94
P95 2.75 1. 75 2.17 80.46 8.62 12.00 2.90 2.84 B95
P96 3.69 2.34 8.12 28.82 4.59 12.00 8.48 10.62 B94
P97 3.93 2.51 11. 27 22.29 4.00 12.00 10.96 14.73 B97
P48 4.09 2.65 3.36 78.70 8.47 12.00 4.47 4.40 B48
Network LINE7
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P45 0.80 0.55 3.20 17.20 3.50 12.00 2.89 4.18' B45
P44 1. 51 1. 05 3.22 32.58 4.90 12.00 3.47 4.20 B44
P43A 1. 51 1. 05 3.21 32.70 4.91 12.00 3.46 4.19
Network LINE6
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> <FVel> Carea
=============================================================================
P40 0.66 0.46 3.18 14.61 3.22 12.00 2.74 4.15 B40
P39 1.13 0.80 2.94 27.13 4.44 12.00 3.02 3.85 B39
P37 1. 95 1. 40 2.95 47.37 6.07 12.00 3.51 3.86 B37
Network LINES
Reach <AREA> <Act Q> <Q Full> % Full Ndepth <Diam> <NVel> ~FVel> Carea
=============================================================================
P67 0.25 0.21 2.93 7. 23 2.26 12.00 2.06 3.83 B67
P66 0.50 0.42 2.95 14.36 3.19 12.00 . 2.54 3.86 B66
P65 8.51 5.92 8.68 68.17 11. 45 18.00 4.99 5.04 B65
P64 8.97 6.20 8.66 71. 59 11. 85 18.00 5.02 5.03 B64
P63 9.43 6.48 8.66 74.78 12.23 18.00 5.07 5.03 B63
P62 9.96 6.84 8.68 78.78 12.72 18.00 5.13 5.04 B62
P61 12.25 8.40 24.92 33.72 7. 50 18.00 12.06 14.47 B61
P60 12.90 8.84 31. 24 28.30 6.81 18.00 14.42 18.14 B60
P47 22.70 15.37 27.57 55.77 10.05 18.00 15.16 16.01 B47
P46 24.32 16.48 24.63 66.91 11 .. 31 18.00 14.10 14.30 B46
P43 26.19 17.80 19.48 91.41 14.49 18.00 11. 68 11.31 B43
P42 26.43 18.01 41. 85 43.03 ·11.47 24.00 12.14 13 .67 B42
P36 29.03 19.89 45.33 43.89 11. 60 24.00 13.22 14.81 B36
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 13
==========================================.===========================
HISTORY OF HYDROGRAPH ACTIVITY
P35 29.03 19.89 26.87 74.02 16.18 24.00 8.83 8.78
P34 29.03 19.89 147.91 13.45 6.17 24.00 31.15 48.32
REMARK
SINCE THE STRATEGY IS TO PROVIDE ONE FLOW SPLITTER TO PROPORTION
THE ALLOWABLE BYPASS FROM OFFSITE AREAS WE NOW NEED TO COMBINE
THE RUNOFF ENTERING THE POND FROM THE NORTH AND SOUTH. WE WILL
DO THE FOLLOWING:
COMBINE HYD 1 AND 4 (THE 2 YEAR INFLOW) AND PLACE IN HYD 1.
COMBINE HYD 2 AND 5 (THE 10 YEAR INFLOW) AND PLACE IN HYD 2.
COMBINE HYD 3 AND 6 (THE 100 YEAR INFLOW) AND PLACE IN HYD 3.
LSTEND
ADD 1 .4 1
14.0589 cfs 5.4309 ac-ft 8.00 hrs
ADD 2 5 2
23.7535 cfs 8.9l90 ac-ft 8.00 hrs
ADD 3 6 3
35.0504 cfs 12.9746 ac-ft 8.00 hrs
ZERO 4 6
REMARK
THE DEVELOPED HYDROGRAPHS 1 2 AND 3 (REPRESENTING THE DEVELOPED 2, 10
AND 100 YR INFLOW ARE NOW ROUTED INTO STORAGE STRUCTURE Sl WHICH IS
A 96 IN DIAMETER MANHOLE FLOW SPLITTER AT ELEVATION 335. THE INFLOW
IS THEN LEVEL POOL ROUTED THROUGH THE MANHOLE WITH TWO ORIFICE AS ITS
DISCHARGE STRUCTURES. ONE ORIFICE, A ____ INCH ORIFICE WHOSE FUNCTION
IS TO SPLIT THE EXISTING BYPASS FLOWS THAT ARE GENERATED FROM OFFSITE
RUNOFF. THESE FLOWS ARE FROM DRAINAGE AREA WH, SHS, SHN. THE SECOND
ORIFICE SPLITS FLOWS FROM THE DEVELOPED DRAINAGE AREA INTO THE DETENTION
FACILITY. THESE FLOWS WILL BE DETAINED TO MEET THE OUTFLOW REQUIREMENT
OF THE PROJECT.
LSTEND
LPOOL 1"2 YR" 18 1 Sl comb1 11
Description MatchQ PeakQ Sto Dis PkStg OutQ hyd
2 YR 5.68 14.06 Sl comb1 343.59 14.06 11
LPOOL 2 "10 YR" 19 2 Sl comb1 12
Description MatchQ PeakQ Sto Dis PkStg OutQ hyd
10 YR 12.56 23.75 Sl comb1 345.34 23.71 12
LPOOL 3 "100 YR" 20 3 Sl comb1 13
Description MatchQ PeakQ Sto Dis PkStg OutQ hyd
100 YR 20.15 35.05 Sl comb1 348.55 35.05 13
SPLIT 01 1 4 14
Volume
431. 05 cf
Volume
519.14 cf
Volume
679.64 cf
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 14
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
4.7341 cfs 0.9518 ac-ft 8.17 hrs
9.3248 efs 4.4707 ac-ft 8.17 hrs
SPLIT 01 2 5 15
8.0853 efs 2.5933 ae-ft 8.17 hrs
15.6286 cfs 6.3175 ae-ft 8.17 hrs
SPLIT 01 3 6 16
11.9955 cfs 4.0444 ae-ft 8.17 hrs
23.0548 efs 8.9219 ae-ft 8.17 hrs
REMARK
AT THE CONCLUSION OF THE ABOVE ANALYSIS, THE HYDROGRAPHS CONTAIN:
HYD 4 - 2 YEAR EXISTING BYPASS
HYD 5 -10 YEAR EXISTING BYPASS
HYD 6-100 YEAR EXISTING BYPASS
HYD 14 - 2 YEAR DEVELOPED INFLOW
HYD 15 -10 YEAR DEVELOPED INFLOW
HYD 16 -100 YEAR DEVELOPED INFLOW
WE WILL NOW ROUTE THE INFLOW HYDROGRAPHS THROUGH STORAGE STRUCTURE S2
AND DISCHARGE STRUCTURE 02 AND STORE THE TOTAL RELEASE FROM THE
POND IN HYDROGRAPHS 11, 12 AND 13.
LSTEND
LPOOL 4 "2 YR" 1.03 14 S2 eom3 11
Description MatehQ PeakQ Sto Dis PkStg OutQ hyd
2 YR l. 03 9.32 S2 com3 341. 67 2.16 11
LPOOL 5 "10 YR" 4.38 15 S2 com3 12
Description MatchQ PeakQ Sto Dis PkStg OutQ hyd
10 YR 4.38 15.63 S2 eom3 34l.81 3.87 12
LPOOL 6 "100 YR" 8.06 16 S2 eom3 13
Description MatchQ PeakQ Sto Dis PkStg OutQ hyd
100 YR 8.06 23.05 S2 com3 342.13 9.52 13
REMARK
Volume
113393.23 ef
Volume
116080.64 cf
Volume
122396.68 ef
HYD 11, 12 AND 13 CONTAIN THE TOTAL OUTFLOW FROM THE POND. WE MUST DIVERT
THE 2 YEAR FLOWS TO A BIOSWALE AND THE REMAINDER CAN BE BYPASSED DIRECTLY
TO THE POINT OF ANALYSIS. COM3 STRUCTURE 3 CONSISTS OF AN ORIFICE (03) FOR THE
2 YR HYDROGRAPH AND A NOTCH WEIR (N1) FOR THE 10 AND 100 YR HYDROGRAPHS. WE WILL
SPLIT 03 TO HYD 1, 2 AND 3 FOR ROUTING THROUGH THE BIOSWALE. HYDROGRAPHS
14, 15 AND 16 WILL BE HOLD THE RUNOFF FROM THE WEIR.
LSTEND
SPLIT 03 4 1 14
0.9745 cfs 3.2566 ae-ft 24.33 hrs
1.1875 cfs 0.4318 ae-ft 24.33 hrs
SPLIT 03 5 2 15
10/17/05 3:47:17 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 15
=====================================================================
HISTORY OF HYDROGRAPH ACTIVITY
0.9804 cfs 3.3912 ac-ft 13.00 hrs
2.8877 cfs 2.1344 ac-ft 13.00 hrs
SPLIT 03 6 3 16
0.9937 cfs 3.4610 ac-ft
8.5269 cfs 4.6601 ac-ft
REMARK
9.17 hrs
9.17 hrs'
THE DESIGN CRITERIA IS THAT THE TOTAL OUTFLOW FROM THE POND AND
EXISTING BYPASS CANNOT EXCEED THE EXISTING RUNOFF FROM BASINS
WH, SHN, SHS AND PREDEVELPED BB. TO VERIFY THAT WE MEET THE
DESIGN CRITERIA, WE NEED TO ADD THE OUTFLOW FROM THE POND
FOR EACH OF THE THREE STORM EVENTS TO THE BYPASS FLOWS THAT
ARE STORED IN HYD 4, 5 AND 6. THE RESULTS ARE STORED IN HYD
NO. 8 9 AND 10 AND CAN BE DIRECTLY COMPARED AGAINST HYD 18, 19
AND 20 WHICH ARE THE PREDEVELOPED HYDROGRAPHS AT THE POINT OF
ANALYSIS.
LSTEND
ADD 11 4 8
5.4326 cfs 4.6402 ac-ft 8.17 hrs
ADD 12 5 9
8.8877 cfs 8.1189 ac-ft 8.17 hrs
ADD 13 6 10
13.7479 cfs 12.1656 ac-ft 9.00 hrs
End program file C:\PROGRA"1\EGENIOUS\HCEAST\DESIGN"2.pgm
APPENDIX I
The information contained in APPENDIX I is the data base for the REVISED Honey Creek
-Division I Basin B analysis and is as follows:
1. DISCHARGE STRUCTURE LIST
The Discharge Structure List provides information concerning the Discarge structures
within the Basin B facility.
2. STORAGE STRUCTURE LIST
The Storage Structure List provides information concerning the Flow Splitter and the
Detention facility within Basin B Facility.
3. BASIN RESULT SUMMARY AND DETAIL BASIN SUMMARY
The Basin Report and Detail Basin Summary provides information concerning the
contributing areas for each CB structure. The Basin ID corresponds to the CB # shown on
Exhibit A. The time of concentrations for the furthest upstream basin is determined using the
Tc calculator. Other time of concentrations are assumed.
4. REACH SUMMARY
The Reach Summary information provides a summary of the pipe calcs analysis for the last
storm computed which is in this case the lOO-yr, 24-hr storm. The location of the reach is
provided below the ID, and in the Basin B analysis, is identified with the same number as the
upstream connecting CB.
5. STRUCTURE REPORT
The Structure Report contains detailed information for each defined catch basin. The
Structure Report is the basis of the pipe conveyance analysis and is a part of the data base
through which the various design storm hydrographs were routed.
APPENDIX I
HONEY CREEK RIDGE -BASIN B
DISCHARGE STRUCTURE LIST
10/17/05 3:29:57 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
DISCHARGE STRUCTURE LIST
INLET CONTROL CULVERT (ID No.
Description:
Diameter (ft):
Length (ft)
Slope· (ft/ft) :
Mannings n "
0.00 Entrance type:
0.00 InvertE1ev
0.0000 No. of C1vrts:
0.0120 Max Ponding e1:
Stg-Dis Increment :
4
0.00
1
0.00
0.10
MULTIPLE ORIFICE ID No. 01
Description: FLOW SPLITTER-BYPASS ORIFICE
Outlet E1ev: 342.67
Elev: 342~67 ft Orifice Diameter: 13.5000 in.
MULTIPLE ORIFICE ID No. 02
Description: FLOW SPLITTER TO BASIN B POND
Outlet E1ev: 342.17
E1ev: 342.17 ft Orifice Diameter: 6.5000 in.
E1ev: 342.67 ft Orifice 2 Diameter: 17.5000 in.
MULTIPLE ORIFICE ID No. 03
Description: BASIN B BIOSWALE OUTFLOW ORIF
Outlet Elev: 330.11'
E1ev: 335.00 ft· Orifice Diameter: 3.2500 in.
COMBINATION DISCHARGE ID No. com3
Description: BASIN B POND CONTROL MH#2
Structure: 03 Structure:
Structure: n1 Structure:
Structure:
COMBINATION DISCHARGE ID No. comb1
Description: FLOW SPLITTER NO.1
Structure: 01 Structure:
Structure: 02 Structure:
Structure:
COMBINATION DISCHARGE ID No. comb2
Description: FLOW SPLITTER RISER OVERFLOW
Structure: r1 Structure:
Structure: r2 Structure:
Structure:
NOTCH WEIR
Description:
Weir Length:
Elevation
ID No. n1
BASIN B POND DISCHARGE NOTCH
5.0000 ft. Weir height (p):
341.50 ft. Weir Increm:
1. 0600 ft.
0.10
1
10/17/05 3:29:57 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
DISCHARGE STRUCTURE LIST
RISER DISCHARGE ID No. r1
Description: FLOW SPLITTER-TO BYPASS RISER
Riser Diameter (in): 18.00 elev: 348.17 ft
Weir Coefficient ... : 3.782 height: 350.50 ft
Orif Coefficient ... : 9.739 increm: 0.10 ft
RISER DISCHARGE ID No. r2
Description: F~OW SPLITTER-TO POND RISER
Riser Diameter (in); 18.00 elev:
Weir Coefficient ... : 3.782 height:
Orif Coefficient ... : 9.739 increm:
RISER DISCHARGE
Description: CONTROL
Riser Diameter (in):
Weir Coefficient ... :
Orif Coefficient ... :
ID No. r3
MH#2 BIOSWALE RISER
15.00 elev:
3.782 height:
9.739 increm:
348.17 ft
350.50 ft
0.10 ft
342~09 ft
350.00 ft
0.10 ft
2
APPENDIX I
HONEY CREEK RIDGE -BASIN B
STORAGE STRUCTURE LIST
10/17/05 3:25:18 pm
REVISED POND DESIGN
Casey Erigineering
HONEY CREEK EAST
page
=====================================================================
STORAGE STRUCTURE LIST
STORAGE LIST ID No. Sl
Description: FLOW SPLITTER -96 IN MH
STORAGE LIST ID No. S2
Descriptiorl: DETENTION POND-BASIN B
1
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REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
STAGE STORAGE TABLE
CUSTOM STORAGE ID No. Sl
Description: FLOW SPLITTER -96 IN MH
STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(f~) ---cf-----Ac-Ft-
========================================================================================================
335.00 0.0000 0.0000 339.30 215.86 0.0050 343.60 431. 72 0.0099 347.90 647.00 0.0149
335.10 5.0200 0.0001 339.40 220.88 0.0051 343.70 436.74 0.0100 348.00 652.00 0.0150
335.20 10.040 0.0002 339.50 225.90 0.0052 343.80 441. 76 0.0101 348.10 657.00 0.0151
335.30 15.060 0.0003 339.60 230.92 0.0053 343.90 446.78 0.0103 348.20 662.00 0.0152
335.40 20.080 0.0005 339.70 235.94 0.0054 344.00 451.80 0.0104 348.30 667.00 0.0153
335.50 25.100 0.0006 339.80 240.96 0.0055 344.10 456.82 0.0105 348.40 672.00 0.0154
335.60 30.120 0.0007 339.90 245.98 0.0056 344.20 461.84 0.0106 348.50 677.00 0.0155
335.70 35.140 0.0008 340.00 251.00 0.0058 344.30 466.86 0.0107 348.60 682.00 0.0157
335.80 40.160 0.0009 340.10 256.02 0.0059 344.40 471.88 0.0108 348.70 687.00 0.0158
335.90 45.180 0.0010· 340.20 261. 04 0.0060 344.50 476.90 0.0109 348.80 692.00 0.0159
336.00 50.200 0.0012 340.30 266.06 0.0061 344.60 481.92 0.0111 348.90 697.00 0.0160
336.10 55.220 0.0013 340.40 271. 08 0.0062 344.70 486.94 o . 0112 349.00 702.00 0.0161
336.20 60.240 0.0014 340.50 276.10 0.0063 344.80 491.96 0.0113 349.10 707.06 0.0162
336.30 65.260 0.0015 340.60 281.12 0.0065 .344.90 496.98 0.0114 349.20 712.12 0.0163
336.40 70.280 0.0016 340.70 286.14 0.0066 345.00 502.00 0.0115 349.30 717.18 0.0165
336.50 75.300 0.0017 340.80 291.16 0.0067 345.10 507.00 0.0116 349.40 722.24 0.0166
336.60 80.320 0.0018 340.90 296.18 0.0068 345.20 512.00 0.0118 349.50 727.30 0.0167
336.70 85.340 0.0020 341.00 301. 20 0.0069 345.30 517.00 0.0119 349.60 732.36 0.0168
336.80 90.360 0.0021 341.10 306.22 0.0070 345.40 522.00 0.0120 349.70 737.42 0.0169
336.90 95.380 0.0022 341.20 311.24 0.0071 345.50 527.00 0.0121 349.80 742.48 0.0170
337.00 100.40 0.0023 341.30 316.26 0.0073 345.60 532.00 0.0122 349.90 747.54 0.0172
337.10 105.42 0.0024 341.40 321. 28 0.0074 345.70 537.00 0.0123 350.00 752.60 0.0173
337.20 110.44 0.0025 341. 50 326.30 0.0075 345.80 542.00 0.0124 350.10 757.66 0.0174
337.30 115.46 0.0027 341.60 331.32 0.0076 345.90 547.00 0.0126 350.20 762.72 0.0175
337.40 120.48 0.0028 341. 70 336.34 0.0077 346.00 552 .. 00 0.0127 350.30 767.78 0.0176
337.50 125.50 0.0029 341.80 341.36 0.0078 346.10 557.00 0.0128 350.40 772.84 0.0177
337.60 130.52 0 .. 0030 341.90 346.38 0.0080 346.20 562.00 0.0129 350.50 777.90 0.0179
337.70 135.54 0.0031 342.00 351.40 0.0081 346.30 567.00 0.0130 350.60 782.96 0.0180
337.80 140.56 0.0032 342.10 356.42 0.0082 346.40 572.00 0.0131 350.70 788.02 0.0181
337.90 145.58 0.0033 342.20 361.44 0.0083 346.50 577.00 0.0132 350.80 793.08 0.0182
338.00 150.60 0.0035 342.30 366.46 0.0084 346.60 582.00 0.0134 350.90 798.14 0.0183
338.10 155.62 0.0036 342.40 371.48 0.0085 346.70 587.00 0.0135 351.00 803.20 0.0184
338.20 160.64 0.0037 342.50 376.50 0.0086 346.80 592.00 0.0136 351.10 808.22 0.0186
338.30 165.66 0.0038 342.60 381.52 0.0088 346.90 597.00 0.0137 351.20 813.24 0.0187
338.40 170.68 0.0039 342.70 386.54 0.0089 347.00 602.00 0.013 8 351.30 818.26 0.0188
338.50 175.70 0.0040 342.80 391.56 0.0090 347.10 607.00 0.0139 351.40 823.28 0.0189
338.60 180.72 0.0041 342.90 396.58 0.0091 347.20 612.00 0.0140 351.50 828.30 0.0190
338.70 185.74 0.0043 343.00 401. 60 0.0092 347.3 0 617.00 0.0142 351.60 833.32 0.0191
338.80 190.76 0.0044 343.10 406.62 0.0093 347.40 622.00 0.0143 351. 70 838.34 0.0192
338.90 195.78 0.0045 343.20 411.64 0.0094 347.50 627.00 0.0144 351. 80 843.36 0.0194
339.00 200.80 0.0046 343.30 416.66 0.0096 347.60 632.00 0.0145 351.90 848.38 0.0195
339.10 205.82 0.0047 343.40 421. 68 0.0097 347.70 637.00 0.0146 352.00 853.40 0.0196
339.20 210.84 0.0048 343.50 426.70 0.0098 347.80 642.00 0.014 7 352.10 858.42 0.0197
1
10/17/05 3:27:57 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=============================================================="=======
STAGE STORAGE TABLE
STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft)" ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-
========================================================================================================
352.20 863.44 0.0198 352.50 878.50" 0.0202 352.80 893.56 0.0205 353.00 903.60 0.0207
352.30 868.46 0.0199 352.60 883.52 0.0203 352.90 898.58 0.0206
352.40 873.48 0.0201 352.70 888.54 0.0204 353.00 903.60 0.0207
2
10/17/05 3:27:57 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
STAGE STORAGE TABLE
CUSTOM STORAGE ID No_ S2
Description: DETENTION POND-BASIN B
STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-
========================================================================================================
330.00 0.0000 0.0000 334.30 15172 0.3483 338.60 61032 1.4011 342.90 138439 3.1781
330.10 315.70 0.0072 334.40 16020 0.3678 338.70 62486 1.4345 343.00 140517 3.2258
330.20 631.40 0.0145 334.50. 16868 0.3872 338.80 63940 1.4679 343.10 142595 3.2735
330.30 947.10 0.0217 334.60 17716 0.4067 338.90 65394 1.5012 343.20 144673 3 :3212
330.40 1263 0.0290 334.70 18564 0.4262 339.00 66848 1.5346 343.30 146751 3.3689
330.50 1579 0.0362 334.80 19412 0.4456 339.10 68302 1.5680 343.40 148829 3.4167
330.60 1894 0.0435 334.90 20260 0.4651 339.20 69756 1.6014 343.50 150908 3.4644
330.70 2210 0.0507 335.00 21108 0.4846 339.30 71210 1.6348 343.60 152986 3.5121
330.80 2526 0.0580 335.10 21956 0.5040 339.40 72664 1.6681 343.70 155064 3.5598
330.90 2841 0.0652 335.20 22804 0.5235 339.50 74118 1.7015 343.80 157142 3.6075
331.00 3157 0.0725 335.30 23652 0.5430 339.60 75572 1.7349 343.90 159220 3.6552
331.10 3473 0.0797 335.40 24500 0.5624 339.70 77026 1. 7683 344.00 161298 3.7029
331.20 3788 0.0870 335.50 25348 0.5819 339.80 78480 1. 8017 344.10 163861 3.7617
331. 30 4104 0.0942 335.60 26196 0.6014 339.90 79934 . 1.8350 344.20 166423 3.8205
331.40 4420 0.1015 335.70 27044 0.6208 340.00 81388 1.8684 344.30 . 168986 3.8794
331.50 4736 0.1087 335.80 27892 0.6403 340.10 83305 1. 9124 344.40 171548 3.9382
331.60 5051 0.1160 335.90 28740 0.6598 340.20 85223 1.9564 344.50 174111 3.9970
331.70 5367 0.1232 336.00 29588 0.6792 340.30 87140 2.0005 344.60 176673 4.0559
331. 80 5683 0.1305 336.10 30724 0.7053 340.40 89058 2.0445 344.70 179236 4.1147
331. 90 5998 0.13 77 336.20 31860 0.7314 340;50 90975 2.0885 344.80 181798 4.1735
332.00 6314 0.1449 336.30 32996 0.7575 340.60 92892 2.1325 344.90 184361 4.2323
332.10 6630 0.1522 336.40 34132 0.7836 340.70 94810 2.1765 345.00 186923 4.2912
332.20 6945 0.1594 336.50 35268 0.8096 340.80 96727 2.2206 345.10 189486 4.3500
332.30 7261 0.1667 336.60 36404 0.8357 340.90 98645 2.2646 345.20 192048 4.4088
332.40 7577 0.1739 336.70 37540 0.8618 341. 00 100562 2.3086 345.30 194611 4.4676
332.50 7893 0.1812 336.80 38676 0.8879 341.10 102479 2.3526 345.40 197173 4.5265
332.60 8208 0.1884 336.90 39812 0.9140 341. 20 104397 2.3966 345.50 199736 4.5853
332.70 8524 0.1957 337.00 40948 0.9400 341.30 106314 2.4406 345.60 202298 4.6441
332.80 8840 0.2029 337.10 42084 0.9661 341.40 108232 2.4847 345.70 204861 4.7029
.332.90 9155 0.2102 337.20 43220 0.9922 341.50 110149 2.5287 345.80 207423 4.7618
333.00 9471 0.2174 337.30 44356 1.0183 341.60 112066 2.5727 345.90 209986 4.8206
333.10 9787 0.2247 337.40 45492 1.0444 341. 70 113984 2.6167 346.00 212548 4.8794
333.20 10102 0.2319 33 7.50 46628 1.0704 341.80 115901 2.6607 346.10 215704 4.9519
333.30 10418 0.2392 337.60 47764 1.0965 341.90 117819 2.7047 346.20 218861 5.0243
333.40 10734 0.2464 337 . 70 48900 1.1226 342.00 119736 2.7488 346.30 222017 5.0968
333.50 11050 0.2537 337.80 50036 . 1.1487 342.10 121814 2.7965 346.40 225173 5.1693
333.60 11365 0.2609 337.90 51172 1.1747 342.20 123892 2.8442 346.50 228329 5.2417
333.70 11681 0.2682 338.00 52308 1.2008 342.30 125970 2. 8919 346.60 231486 5.3142
333.80 11997 0.2754 . 338.10 53762 1.2342 342.40 128048 2.9396 346.70 234642 5.3866
333.90 12312 0.2827 338.20 55216 1.2676 342.50 130127 2.9873 346.80 237798 5.4591
334.00 12628 0.2899 338.30 56670 1.3010 342.60 132205 3.0350 346.90 240954 5.5315
334.10 13476 0.3094 338.40 58124 1.3343 342.70 134283 3.0827 347.00 244111 5.6040
334.20 14324 0.3288 338.50 59578 1.3677 342.80 136361 3: 13 04 347.10 247267 5.6765
3
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REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
STAGE STORAGE TABLE
STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE---->
(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-(ft) ---cf-----Ac-Ft-
========================================================================================================
34 7.20 250423 5.7489 348.00 275673 6.3286 348.80 300923 6.9082 349.60 326173 7.4879
347.30 253579 5.8214 348.10 278829 6.4010 348.90 304079 6.9807 349.70 .329329 7.5604
347.40 256736 5.8938 348.20 281986 6.4735 349.00 307236 7.0532 349.80 332486 7.6328
34 7.50 259892 5.9663 348.30 285142 6.5460 349.10 310392 7.1256 349.90 335642 7.7053
347.60 263048 6.0388 348.40 288298 6.6184 349.20 313548 7.1981 350.00 338798 7.7777
347.70 266204 6.1112 348.50 291454 6.6909 349.30 316704 7.2705
34 7.80 269361 6.1837 348.60 294611 6.7633 349.40 319861 7.3430
347.90 272517 6.2561 348.70 297767 6.8358 349.50 323017 7.4154
4
APPENDIX I
HONEY CREEK RIDGE -BASIN B
BASIN RESULT SUMMARY AND DETAIL BASIN SUMMARY INFORMATION
10/17/05 3:23:12 pm Casey Engineering page 1
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
BASIN RESULT SUMMARY
BASIN -----VOLUME-----RATE-----TIME-----Hydrograph Area
ID ---cf--Ac-ft --efs--min-hours Methodology Aeres
=========================================================================
')
A01 116036 2.66 7. 06 480 8.00 SBUH Method 12.00
A02 17055 0.39 1. 09 480 8.00 SBUH Method 1. 46
A03 5775 0.13 0.37 480. 8.00 SBUH Method 0.50
A04 . 2887 0.07 0.18 480 8.00 SBUH Method 0.25
A05 16976 0.39 1. 08 480 8.00 SBUH Method 1. 53
A06 3953 0.09 0.25 480 8.00 SBUH Method 0.34
A07 5510 0.13 0.35 480 8.00 SBUH Method 0.49
A08 10433 0.24 0.66 480 8.00 SBUH Method 0.86
A09 14974 0.34 0.95 480 8.00 SBUH Method 1. 33
A10 4621 0.11 0.29 480 8.00 SBUH Method 0.41
All 15932 0.37 1. 02 480 8.00 SBUH Method 1. 60
A12 9513 0.22 0.61 480 8.00 SBUH Method 0.88
A14 5153 0.12 0.33 480 8.00 SBUH Method 0.45
A15 14434 0.33 0.92 480 8.00 SBUH Method 1. 23
A16 23000 0.53 1.47 480 8.00 SBUH Method 1. 92
A18 2262 0.05 0.14 480 8.00 SBUH Method 0.17
A19 25660 0.59 1. 63 480 8.00 SBUH Method 2.44
A21 1197 0.03 0.08 480 8.00 SBUH Method 0.09
A22 6530 0.15 0.42 480 8.00 SBUH Method 0.57
A23 18654 0.43 1.19 480 8.00 SBUH Method 1. 60
A24 4443 0.10 0.28 480 8.00 SBUH Method 0.39
A25 7335 0.17 0.47 480 8.00 SBUH Method 0.68
A80 13838 0.32 0.77 480 8.00 SBUH Method 1.37
A81 665 0.02 0.05 470 7.83 SBUH Method 0.05
A82 21632 0.50 1. 09 480 8.00 SBUH Method 2.20
A83 11387 0.26 0.64 480 8.00 SBUH Method 1.10
A84 1597 0.04 0.10 480 8.00 SBUH Method 0.12
B36 7639 . 0.18 0.49 480 8.00 SBUH Method 0.65
B37 9418 0.22 0.60 480 8.00 SBUH Method 0.82
B39 5244 0.12 0.33 480 8.00 SBUH Method 0.47
B40 7289 0.17 0.46 480 8.00 SBUH Method 0.66 .
B42 3193 0.07 0.20 480 8.00 SBUH Method 0.24
B43 4351 0.10 0.28 480 8.00 SBUH Method 0.36
B44 7822 0.18 0.50 480 8.00 SBUH Method 0.71
B45 8625 0.20 0.55 480 8.00 SBUH Method 0.80
B46 17340 0.40 1.10 480 8.00 SBUH Method 1. 62
B47 60958 1.40 3.88 480 8.00 SBUH Method 5.71
B48 2129 0.05 0.14 480 8.00 SBUH Method 0.16
B60 6892 0.16 0.44 480 8.00 SBUH Method 0.65
B61 24498 0.56 1. 56 480 8.00 SBUH Method 2.29
B62 5691 0.13 0.36 480 8.00 SBUH Method 0.53
B63 4408 0.10 0.28 480 8.00 SBUH Method 0.46
B64 4408 0.10 0.28 480 8.00 SBUH Method 0.46
B65 86204 1. 98 5.49 480 8.00 SBUH Method 8.01
B66 3326 0.08 0.21 480 8.00 SBUH Method 0.25
B67 3326 0.08 0.21 480 8.00 SBUH Method 0.25
B91 7028 0.16 0.45 480 8.00 SBUH Method 0.68
10/17/05 3:23:12 pm Casey Engineering . page 2
HONEY CREEK E1\ST
REVISED POND DESIGN
=====================================================================
BASIN RESULT SUMMARY
BASIN -----VOLUME-----RATE-----TIME-----Hydrograph Area
ID ---cf--Ac-ft --cfs--min-hours Methodology Acres
=========================================================================
B92 9615 0.22 . 0.61 480 8.00 SBUH Method 0.98
B93 9384 0.22 0.60 480 8.00 SBUH Method 0.90
B94 9302 0.21 0.59 480 8.00 SBUH Method 0.94
B95 11128 0.26 0.71 480 8.00 SBUH Method 1.13
B96 23598 0.54 1. 50 480 8.00 SBUH Method 2.45
B97 2666 0.06 0.17 480 8~00 SBUH Method 0.24
BB 176784 4.06 7.21 490 8.17 SBUH Method 23.90
BB1 5~448 1. 20 1. 47 490 8.17 SBUH Method 23.90
BB2 52448 1.20 1.47 490 8.17 SBUH Method 23.90
BB3 52448 1. 20 1.47 490 8.17 SBUH Method 23.90
BB4 52448 1. 20 1. 47 490 8.17 SBUH Method 23.90
SHN 75433 1. 73 4.03 480 8.00 SBUH Method 7.25
SHS 81304 1. 87 4.43 480 8.00 SBUH Method 7.81
WH 89869 2.06 5.30 480 8.00 SBUH Method 8.49
10/17/05 4:23:44 pm Casey Engineering page 1
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A01 NAME: 2YR 24HR STORM.
SBUH METHODOLOGY
TOTAL AREA ....... : 12.00 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 6.00 Acres 6.00 Acres
TIME INTERVAL .... : 10.00 min CN .... : 76.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 7.06 cfs VOL: 2.66 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 1. 0547 610 1.9307 910 1.2124 1210 0.9758 1510 0.0116
20 320 1.0881 620 1.9371 920 1.1986 1220 0.9766 1520 0.0058
30 0.0015 330 l.U85 630 1. 9442 930 1.1925 1230 0.9774 1530 0.0029
40 0.0195 340 1.1467 640 1.9516 940 L 1903 1240 0.9782 1540 0.0015
50 0.0602 350 1. 2219 650 1. 8694 950 1.1900 1250 0.9790 1550 0.0007
60 0.1098 360 1.3221 660 1.7417 960 1.1906 . 1260 0.9798 1560 0 .. 0004
70 0.1586 370 1. 3875 670 1.6803 970 1.1917 1270 0.9806 1570 0.0002
80 0.2031 380 1. 4350 680 1. 6519 980 1.1930 1280 0.9814 1580
90 0.2422 390 1.4728 690 1. 6401 990 1.1944 1290 0.9821 1590
100 0.2760 400 1.5053 700 1.6365 1000 1.1959 1300 0.9829 1600
110 0.3276 410 1. 6981 710 1.6370 1010 1.1374 1310 0.9837 1610
120 0.3888 420 1.9766 720 1. 6395 1020 1.0487 1320 0.9844 1620
130 0.4332 430 2.1393 730 1. 6429 1030 1.0048 1330 0.9852 1630
140 0.4669 440 2 .. 4486 740 1. 64 68 1040 0.9834 1340 0.9859 1640
150 0.4938 450 2.8382 750 1. 6508 1050 0.9731 1350 0.9866 1650
160 0.5158 460 3.8233 760 1. 6549 1060 0.9684 1360 0.9874 1660
170 0.5626 470 6.1327 770 1. 5722 1070 0.9665 1370 0.9881 1670
180 0.6220 480 7.0616 780 1.4457 1080 0.9660 1380 0.9888 1680
190 0.6598 490 5.8161 790 1.3837 1090 0.9662 1390 0.9895 1690
200 0.6855 500 4.5260 800 1.3539 1100 0.9668 1400 0.9902 1700
210 0.7043 510 3.6586 810 1.3403 1110 0.9675 1410 0.9909 1710
220 0.7190 520 3.2369 820 1. 3346 1120 0.9683 1420 0.9916 1720
230 0.7622 530 2.7924 830 1.3330 1130 0.9691 143.0 0.9923 1730
240 0.8199 540 2.3330 840 1.3334 1140 0.9700 1440 0.9930 1740
250 0.8536 550 2.1081 850 1.3347 1150 0.9708 1450 0.7450 1750
260 0.8746 560 2.0002 860 1.3365 1160 0.9717 1460 0.3725 1760
270 0.8889 570 1.9508 870 1.3386 1170 0.9725 1470 0.1863 1770
280 0.8993 580 1.9305 880 1.3407 1180 0.9733 1480 0.0931 1780
290 0.9469 590 1. 9246 890 1.3015 1190 0.9742 1490 0.0466 1790
300 1.0136 600 1.9259 900 1. 2415 1200 0.9750 1500 0.0233 1800
10/17/05 4:23:44 pm Casey Engineering page 2
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A02 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.46 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.54 Acres 0.92 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.09 cfs VOL: 0.39 Ac-ft TIME: 480 min
TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB' DBSIGN '
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) , (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.1890 610 0.2781 910 0.1669 1210 0.1317 1510 0.0016
20 320 0.1950 620 0.2783 920 0.1649 1220 0.1317 1520 0.0008
30 0.0002 330 0.1994 630 0.2787 930 0.1639 1230 0.1318 1530 0.0004
40 0.0030 340 0.2031 640 0.2791 940 0.1635 1240 0.1318 1540 0.0002
50 0.0092 350 0.2146 650 0.2668 950 0.1633 1250 0.1319 1550
60 0.0168 360 0.2303 660 0.2481 960 0.1632 1260 0.1319 1560
70 0.0243 370 0.2397 670 0.2388 970 0.1632 1270 0.1319 1570
80 0.0311 380 0.2458 680 0.2344 980 0.1633 1280 0.1320 1580
90 0.0371 390 0.2503 690 0.2323 990 0.1634 1290 0.1320 1590
100 0.0423 400 0.2538 700 0.2314 1000 0.1634 1300 0.1320 1600
110 0.0502 410 0.2838 710 0.2310 1010 0.1553 1310 0.1321 1610
120 0.0596 420 0.3274 720 0.2310 1020 0.1431 1320 0.1321 1620
130 0.0664 430 0.3513 730 0.2311 1030 0.13 70 1330 0.1321 1630
140 0.0716 440 0.3 9 82 740 0.2313 1040 0.1340 1340 0.1322 1640
150 0.0757 450 0.4570 750 0.2315 1050 0.1325 1350 0.1322 1650
160 0.0791 460 0.6070 760 0.2317 1060 0.1318 1360 0.1323 1660
170 0.0863 470 0.9560 770 0.2198 1070 0.1315 1370 0.1323 1670
180 0.0954 480 1.0869 780 0.2019 1080 0.1313 1380 0.1323 1680
190 0.1013 490 0.8865 790 0.1930 1090 0.1313 1390 0.1324 1690
200 0.1060 500 0.6843 800 0.1886 1100 0.1313 1400 0.1324 1700
210 0.1103 510 0.5488 810 0.1865 1110 0.1313 1410 0.1324 1710
220 0.1142 520 0.4819 820 0.1855 1120 0.1313 1420 0.1325 1720
230 0.1231 530 0.4134 830 0.1850 1130 0.1314 1430 0.1325 1730
240 0.1345 540 0.3438 840 0.1849 1140 0.1314 1440 0.1325 1740
250 0.1422 550 0.3093 850 0.1849 1150 0.1314 1450 0.0994 1750
260 0.1478 560 0.2923 860 0.1849 1160 0.1315 1460 0.0497 1760
270 0.1522 570 0.2841 870 0.1850 1170 0.1315 1470 0.0249 1770
280 0.1560 580 0.2803 880 0.1851 1180 0.1316 1480 0.0124 1780
290 0.1664 590 0.2787 890 0.1795 1190 0.1316 1490 0.0062 1790
300 0.1803 600 0.2781 900 0.1711 1200 0.1317 1500 0.0031 .1800
10/17/05 4:23:44 pm Casey Engineering page 3
HONEY CREEK EAST
REVISED POND DESIGN
======================~==============================================
DETAIL BASIN SUMMARY
BASIN ID: A03 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.50 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.20 Acres 0.30 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 ,min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.37 cfs VOL: 0.13 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0629 610 0.0946 910 0.0569 1210 0.0449 1510 0.0005
20 320 0.0649 620 0.0947 920 0.0562 1220 0.0450 1520 0.0003
30 330 0.0665 630 0.0948 930 '0.0559 1230 0.0450 1530 0.0001.
40 0.0010 340 0.0678 640 0.0950 940 0.0557 1240 0.0450 1540
50 0.0030 350 0.0717 650 0.0908 950 0.0557 1250 0.0450 1550
60 0.0055 360 0.0770 660 0.0844 960 0.0557 1260 0.0450 1560
70 0.0079 370 0.0803 670 0.0813 970 0.0557 1270 0.0450 1570
80 0.0102 380 0.0824 680 0.0798 980 0.0557 1280 0.0450 1580
90 0.0121 390 0.0840 690 0.0791 990 0.0557 1290 0.0451 1590
100 0.0138 400 0.0852 700 0.0788 1000 0.0557 1300 0.0451 1600
110 0.0164 410 0.0954 710 0.0787 1010 0.0530 1310 0.0451 1610
120 0.0194 420 0.1101 720 0.0787 1020 0.0488 1320 0.0451 1620
130 0.0217 430 0.1183 730 0.0787 1030 0.0467 1330 0.0451 1630
140 0.0233 440 0.1342 740 0.0788 1040 0.0457 1340 0.0451 1640
150 0.0247 450 0.1541 750 0.0789 1050 0.0452 1350 0.0451 1650
160 0.0258 460 0.2050 760 0.0789 1060 0.0450 1360 0.0451 1660
170 0.0281 470 0.3234 770 0.0749 1070 0.0449 1370 0.0452 1670
180 0.0311 480 0.3680 780 0.0688 1080 0.0448 1380 0.0452 1680
190 0.0330 490 0.3004 790 0.0658 1090 0.0448 1390 0.0452 1690
200 0.0346 500 0.2320 800 0.0643 1100 0.0448 1400 0.0452 1700
210 0.0361 510 0.1862 810 0.0635 1110 0.0448 1410 0.0452 1710
220 0.0374 520 0.1636 820 0.0632 1120 0.0448 1420 0.0452 1720
230 0.0404 530 0.1403 830 0.0631 1130 0.0448 1430 0.0452 1730
240 0.0443 540 0.1168 840 0.0630 1140 0.0448 1440 0.0452 1740
250 0.0469 550 0.1051 850 0.0630 1150 0.0449 1450 0.0339 1750
260 0.0488 560 0.0993 860 0.0630 1160 0.0449 1460 0.0170 1760
270 0.0503 570 0.0966 870 0.0631 1170 0.0449 1470 0.0085 1770
280 0.0517 580 0.0953 880 0.0631 1180 0.0449 1480 0.0042 1780
290 0.0552 590 0.0948 890 0.0612 1190 0.0449 1490 0.0021 1790
300 0.0599 600 0.0946 900 0.0583 1200 0.0449 1500 0.0011 1800
10/17/05 4:23:44 pm Casey Engineering page 4
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A04 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.25 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.10 Acres 0.15 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.18 cfs VOL: 0.07 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0,0314 610 0,0473 910 0,0285 1210 0,0225 1510 0,0003
20 320 0,0325 620 0,0473 920 0,0281 1220 0,0225 1520 0,0001
30 330 0,0333 630 0,0474 930 0,0279 1230 0,0225 1530
40 0,0005 340 0,0339 640 0,0475 940 0,0279 1240 0,0225 1540
50 0,0015 350 0,0359 650 0,0454 950 0,0278 1250 0,0225 1550
60 0,0027 360 0,0385 660 0,0422 960 0,0278 1260 0,0225 1560
70 0,0040 370 0,0401 670 0,0406 970 0,0278 1270 0,0225 1570
80 0,0051 380 0,0412 68,0 0,0399 980 0,0278 1280 0;0225 1580
90 0,0061 390 0,0420 690 0,0395 990 0,0279 1290 0,0225 1590
100 0,0069 400 0,0426 700 0,0394 1000 0,0279 1300 0,0225 1600
110 0,0082 410 0,0477 710 0,0393 1010 0,0265 1310 0,0225 1610
120 0,0097 420 0,0551 720 0,0393 1020 0,0244 1320 0,0225 1620
130 0,0108 430 0,0591 730 0,0394 1030 0,0234 1330 0,0226 1630
140 0,0117 440 0,0671 740 0,0394 1040 0,0229 1340 0,0226 1640
150 0,0123 450 0,0771 750 0,0394 1050 0,0226 1350 0,0226 1650
160 0,0129 460 0,1025 760 0,0395 1060 0,0225 1360 0,0226 1660
170 0,0141 470 0,1617 ' 770 0,0374 1070 0,0224 1370 0,0226 1670
180 0,0156 480 0,1840 780 0,0344 1080 0,0224 1380 0,0226 . 1680
190 0,0165 490 . 0,1502 790 0,0329 1090 0,0224 1390 0,0226 1690
200 0,0173 500 0,1160 800 0,0321 1100 0,0224 1400 0,0226 . 1700
210 0,0180 510 0,0931 810 0,0318 1110 0,0224 1410 0,0226 1710
220 0,0187 520 0,0818 820 0,0316 1120 0,0224 1420 0,0226 1720
230 0,0202 530 0,0702 830 0,0315 1130 0,0224 1430 0,0226 1730
240 0,0221 540 0,0584 840 0,0315 1140 0,0224 1440 0,0226 1740
250 0,0234 550 0,0525 850 0,0315 1150 0,0224 1450 0,0170 1750
260 0,0244 560 0,0497 860 0,0315 1160 0,0224 1460 0,0085 1760
270 0,0252 570 0,0483 870 0,0315 1170 0,0224 14 70 0,0042 1770
280 0,0258 580 0,0476 880 0,0316 1180 0,0224 1480 0,0021 1780
290 0,0276 590 0,0474 890 0,0306 1190 0,0225 1490 0,0011 1790
300 0,0300 600 0,0473 900 0,0292 1200 0,0225 1500 0,0005 1800
10/17/05 4:23:44 pm Casey Engineering page 5
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: AOS NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.53 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.77 Acres 0.76 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.08cfs VOL: 0.39 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
================================:============================================================;==========
10 310 0.1730 610 0.2826 910 0.1715 1210 0.1359 1510 0.0016
20 . 320 0.1795 620 0.2830 920 0.1694 1220 0.13 59 1520 0.0008
30 0.0002 330 0.1847 630 0.2835 930 0.1685 1230 0.1360 1530 0.0004
40 0.0025 340 0.1891 640 0.2841 940 0.1680 1240 0.1360 1540 0.0002
50 0.0076 350 0.2010 650 0.2717 950 0.1679 1250 0.1361 1550 0.0001
60 0.0139 360 0.2167 660 0.2528 960 0.1678 1260 0.1361 1560
70 0.0201 370 0.2266 670 0.2435 970 0.1679 1270 0.1362 1570
80 0.0257 380 0.2335 680 0.2391 980 0.1680 1280 0.1362 1580
90 0.0307 390 0.2388 690 0.2371 ' 990 0.1681 1290 0.1363 1590
100 0.0350 400 0.2431 700 0.2362 1000 0.1682 1300 0.1363 1600
110 0.0415 410 0.2730 710 0.2360 1010 0.1598 1310 0.1364 1610
120 0.0493 420 0.3163 720 0.2361 1020 0.1473 1320 0.1364 1620
130 0.0549 430 0.3407 730 0.2363 1030 0.1411 1330 0.1365 1630
140 0.0591 440 0.3879 740 0.2365 1040 0.1380 1340 0.1365 1640
150 0.0625 450 0.4470 750 0.2368 1050 0.1365 1350 0.1366 1650
160 0.0653 460 0.5972 760 0.2371 1060 0.1357 1360 0.1366 1660
170 0.0713 470 0.9471 770 0.2251 1070 0.1354 1370 0.1367 1670
180 0.0788 480 1.0818 780 0.2067 1080 0.1353 1380 0.1367 1680
190 0.0838 490 0.8853 790 0.1977 1090 0.1353 1390 0.1368 1690
200 0.0881 500 0.6852 800 0.1932 1100 0.1353 1400 0.1368 1700
210 0.0925 510 0.5510 810 0.1911 1110 0.1353 1410 0.1369 1710
220 0.0968 520 0.4850 820 0.1901 1120 0.1353 1420 0.1369 1720
230 0.1054 530 0.4167 830 0.1898 1130 0.1354 1430 0.1370 1730
240' 0.1164 540 0.3471 840 0.1896 1140 0.1355 1440 0.1370 1740
250 0.1242 550 0.3126 850 0.1897 1150 0.1355 1450 0.1028 1750
260 0.1302 560 0.2958 860 0.1898 1160 0.1356 1460 0; 0514 1760
270 0.1353 570 0.2878 870 0.1899 1170 0.1356 14 70 0.0257 1770
280 0.1397 580 0.2842 880 0.1901 1180 0.1357 1480 0.0128 1780
290 0.1502 590 0.2828 890 0.1844 1190 0.1358 1490 0.0064 1790
300 0.1639 600 0.2824 900 0.1757 1200 0.1358 1500 0.0032 1800
10/17/05 4:23:44 pm Casey Engineering page 6
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A06 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.34 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches' AREA .. : 0.13 Acres 0.21 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.25 cfs VOL: 0.09 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
:=:::::=:::==:::::::::::::::==:::::==::::::::::::=:::===================================================
10 310 0.0435 610 0.0646 910 0.0388 1210 0.0306 1510 0.0004
20 320 0.0449 620 0.0646 920 0.0383 1220 0.0306 1520 0.0002
30 330 0.0459 630 0.0647 930 0.0381 1230 0.0306 1530
40 0.0007 340 0.0468 640 0.0648 940 0.0380 1240 0.0307 1540
50 0.0021 350 0.0495 650 0.0620 950 0.0380 1250 0.0307 1550
60 0.0038 360 0.0531 660 0.0576 960 0.0379 1260 '0.0307 1560
70 0.0056 370 0.0553 670 0.0555 970 0.0379 1270 0.0307 1570
80 0.0071 380 0.0567 680 0.0544 980 0.0380 1280 0.0307 1580
90 0.0085 390 0.0578 690 0.0540 990 0.0380 1290 0.0307 ' 1590
100 0.0097 400 0.0586 700 0.0537 1000 0.0380 1300 0.0307 1600
110 0.0115 410 0.0656 710 o .0537 1010 0.0361 1310 0.0307 1610
120 0.013 6 420 0.0757 720 0.0537 1020 0.0333 1320 0.0307 1620
130 0.0152 430 0.0812 730 0.0537 1030 0.0319 1330 0.0307 1630
140 0.0163 440 0.0921 740 0.0537 1040 0.0312 1340 0.0307 1640
150 0.0173 450 0.1058 750 o .0538 1050 0.0308 1350 0.0307 1650
160 0.0181 460 0.1405 760 0.0538 1060 0.0306 1360 0.0308 1660
170 0.0197 470 0.2215 770 0.0511 1070 0.0306 1370 0.0308 1670
180 0.0218 480 0.2519 780 0.0469 1080 0.0305 1380 0.0308 1680
190 0.0231 490 0.2055 790 0.0448 1090 0.0305 1390 0.0308 1690
200 0.0242 500 0.1587 800 0.0438 1100 0.0305 1400 0.0308 1700
210 0.0252 510' 0.1273 810 0.0433 1110 0.0305 1410 0.0308 ' 1710
220 0.0261 520 0.1118 820 0.0431 1120 0.0305 1420 0.0308 1720
230 0.0282 530 0.0959 830 0.0430 1130 0.0305 1430 0.0308 1730
240 0.0308 540 0.0798 840 0.0430 1140 0.0306 1440 0.0308 1740
250 ' 0.0326 550 0.0718 850 0.0430 1150 0.0306 1450 0.0231 1750
260 0.0339 560 0.0679 860 0.0430 1160 0.0306 1460 0.0116 1760
270 0.0349 570 0.0660 870 0.0430 1170 0.0306 1470 0.0058 1770
280 0.0358 580 0.0651 880 0.0430 1180 0.0306 1480 0.0029 1780
290 0.0383 590 0.0647 890 0.0417 1190 0.0306 1490 0.0014 1790
300 0.0415 600 0.0646 900 0.0398 1200 0.0306 1500 0.0007 1800
10/17/05 4:23:44 pm Casey Engineering page 7
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A07 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.49 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USERI PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.23 Acres 0.26 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.35 cfs VOL: 0.13 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cis) (min) (cfs)
::::::::::::::::::::::::::::::::::::::::::::::::::::::==================================================
10 310 0.0574 610 0.0912 910 0.0552 1210 0.0437 1510 0.0005
20 320 0.0595 620 0.0913 920 0.0545 1220 0.0437 1520 0.0003
30 330 0.0611 630 0.0915 930 0.0542 . 1230 0.0437 1530 0.0001
40 0.0008 340 0.0625 640 0.0917 940 0.0541 1240 0.0437 1540
50 0.0026 350 0.0663 650 0.0877 950 0.0540 1250 0.0438 1550
60 0.0048 360 0.0714 660 0.0815 960 0.0540 1260 0.0438 1560
70 0.0069 370 0.0746 670 0.0785 970 0.0540 1270 0.0438 1570
80 0.0088 380 0.0767 680 0.0771 980 0.0540 1280 0.0438 1580
90 0.0105 390 0.0784 690 0.0764 990 0.0541 1290 0.0438 1590
100 0.0120 400 0.0797 700 0.0762 1000 0.0541 1300 0.0438 1600
110 0.0142 410 0.0894 710 0 .. 0761 1010 0.0514 1310 0.0438 1610
120 0.0168 420 0.1035 720 0.0761 1020 0.0474 1320 0.0439 1620
130 0.0188 430 0.1114 730 0.0761 1030 0.0454 1330 0.0439 1630
140 0.0202 440 0.1266 740 0.0762 1040 0.0444 1340 0.0439 1640
150 0.0214 450 0.1458 750 0.0763 1050 0.0439 1350 0.0439 1650
160 0.0223 460 0.1944 760 0.0764 1060 0.0437 1360 0.0439 1660
170 0.0244 470 0.3078 770 0.0725 1070 0.0436 1370 0.0439 1670
180 0.0270 480 0.3511 780 0.0666 1080 0.0435 1380 0.0439 1680
190 0.0287 490 0.2871 790 0.0637 1090 0.0435 1390 0.0440 1690
200 0.0301 500 0.2220 800 0.0622 1100 0.0435 1400 0.0440 1700
210 0.0315 510 0.1784 810 0.0616 1110 0.0435 1410 0.0440 1710
220 0.0329 520 0.1569 820 0.0612 1120 0.0435 1420 0.0440 1720
230 0.0357 530 0.1348 830 0.0611 1130 0.0435 1430 0.0440 1730
240 0.0393 540 0.1122 840 0.0611 1140 0.0436 1440 0.0440 1740
250 0.0418 550 0.1011 850 0.0611 1150 0.0436 1450 0.0330 1750
260 0.0437 560 0.0956 860 0.0611 1160 0.0436 1460 0.0165 1760
270 0.0453 570 0.0930 870 0.0611 1170 0.0436 1470 0.0083 1770
280 0.0467 580 0.0918 880 0.0612 1180 0.0436 1480 0.0041 1780
290 0.0501 590 0.0913 890 0.0594 1190 ' 0.0437 1490 0.0021 1790
300 0.0545 600 0.0912 900 0.0566 1200 0.0437 1500 0.0010 1800
10/17/05 4:23:44 pm Casey Engineering page 8
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A08 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.86 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.23 Acres 0.63 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.66 cfs VOL: 0.24 Ac-ft TIME: 480 min
TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.1222 610 0.1676 910 0.0998 1210 0.0785 1510 0.0009
20 320 0.1255 620 0.1677 920 0.0986 1220 0.0785 1520 0.0005
30 0.0002 330 0.1280 630 0.1678 930 0.0980 1230 0.0785 1530 0.0002
40 0.0020 340 0.1299 640 0.1680 940 0.0977 1240 0.0786 1540 0.0001
50 0.0063 350 0.1368 650 0.1605 950 0.0976 1250 0.0786 1550
60 o .0115 360 0.1463 660 0.1492 960 0.0975 1260 0.0786 1560
70 0.0167 370 0.1518 670 0.1436 970 0.0975 1270 0.0786 1570
80 0.0213 380 0.1552 680 0.1409 980 0.0975 1280 0.0786 1580
90 0.0254 390 0.1576 690 0.1396 990 0.0976 1290 0.0786 1590
100 0.0290 400 0.1594 700 0.1390 1000 0.0976 1300 0.0787 1600
110 0.0344 410 0.1777 710 0.1387 1010 0.0927 1310 0.0787 1610
120 0.0408 420 0.2044 720 0.1387 1020 0.0854 1320 0.0787 1620
130 0.0455 430 0.2188 730 0.1387 1030 0.0818 1330 0.0787 1630
140 0.0490 440 0.2472 740 0.1388 1040 0.0800 1340 0.0787 1640
150 0.0518 450 0.2829 750 0.1388 1050 0.0791 1350 0.0787 1650
160 0.0542 460 0.3743 760 0.1389 1060 .0.0787 1360 0.0787 1660
170 0.0591 470 0.5867 770 0.1318 1070 0.0785 1370 0.0788 1670
180 0.0653 480 0.6649 780 0.1210 1080 0.0784 1380 0.0788 1680
190 0.0693 490 0.5411 790 0.1156 1090 0.0783 1390 0.0788 1690
200 0.0724 500 0.4168 800 0.1130 1100 0.0783 1400 0.0788 1700
210 0.0749 510 0.3337 810 0.1117 1110 0.0783 1410 0.0788 1710
220 0.0772 520 0.2925 820 0.1111 1120 0.0783 1420 0.0788 1720
230 0.0827 530 0.2506 830 0.1108 1130 0.0784 1430 0.0788 1730
240 0.0898 540 0.2082 840 0.1107 1140 0.0784 1440 0.0789 1740
250 0.0944 550 0.1871 850 0.1106 1150 0.0784 1450 0.0592 1750
260 0.0976 560 0.1767 860 0.1107 1160 0.0784 1460 0.0296 1760
270 0.1001 570 0.1717 870 0.1107 1170 0.0784 1470 0.0148 1770
280 0.1021 580 0.1692 880 0.1107 1180 0.0784 1480 0.0074 1780
290 0.1085 590 0.1682 890 0.1074 1190 0.0785 1490 0.0037 1790
300 0.1170 600 0.1677 900 0.1023 1200 0.0785 1500 0.0018 1800
10/17/05 4:23:44 pm . Casey Engineering page 9
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A09 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.33 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.62 Acres 0.71 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.95 cfs VOL: 0.34 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN . TIME DESIGN UME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) . (cfs) (min) (cfs)
========================================================================================================
10 310 0.1564 610 0.2478 910 0.1499 1210 0.1186 1510 0.0014
20 320 0.1620 620 0.2481 920 0.1481 1220 0.1187 1520 0.0007
30 0.0002 330 0.1664 630 0.2485 930 0.1472 1230 0.1187 1530 0.0004
40 0.0023 340 0.1701 640 0.2490 940 0.1468 1240 0.1188 1540 0.0002
50 0.0071 350 0.1805 650 0.2381 950 0.1467 1250 0.1188 1550
60 0.0130 /360 0.1943 660 0.2215 960 0.1467 1260 0.1188 1560
70 0.0188 370 0.2029 670 0.2133 970 0.1467 1270 0.1189 . 1570
80 0.0240 380 0.2088 680 0.2094 980 0.1468 . 1280 0.1189 1580 .
90 0.0287 390 0.2132 690 0.2076 990 0.1468 1290 0.1190 1590
100 0.0327 400 0.2169 700 0.2069 1000 0.1469 1300 0.1190 1600
110 0.0388 410 0.2432 710 0.2066 1010 0.1397 1310 0.1191 1610
120 0.0460 420 0.2814 720 0.2067 1020 0.1287 1320 0.1191 1620
130 0.0513 430 0.3028 730 0.2068 1030 0.1232 1330 0.1191 1630
140 0.0553 440 0.3443 740 0.2070 . 1040 0.1205 1340 .0.1192 1640
150 0.0584 450 0.3963 750 0.2073 1050 0.1192 1350 0.1192 1650
160 0.0610 460 0.5285 760 0.2075 1060 0.1186 1360 0.1193 1660
170 0.0666 470 0.8366 770 0.1969 1070 0.1183 1370 0.1193 1670
180 0.0736 480 0.9542 780 0.1809 1080 0.1182 1380 0.1193 1680
190 0.0782 490 0.7802 790 0.1729 1090 0.1181 1390 0.1194 1690
200 0.0821 500 0.6033 800 0.1690 1100 0.1181 1400 0.1194 1700
210 0.0860 510 0.4848 810 0.1672 1110 0.1182 1410 0.1194 1710
220 0.0897 520 0.4264 820 0.1663 1120 0.1182 1420 0.1195 1720
230 0.0973 530 0.3662 830 0.1660 1130 0.1183 . 1430 0.1195 1730
240 0.1071 540 0.3049 840 0.1658 1140 0.1183 1440 0.1196 1740
250 0.1139 550 0.2745 850 0.1659 1150 0.1183 1450 0.0897 1750
260 0.1192 560 0.2597 860 0.1659 1160 0.1184 1460 0.0448 1760
270 0.1235 570 0.2526 870 0.1660 1170 0.1184 1470 0.0224 1770
280 0.1272 580 0.2494 880 0.1662 1180 0.1185 1480 0.0112 1780
290 0.1364 590 0.2480 890 0.1612 1190 0.1185 1490 0.0056 1790
300 0.1486 600 0.2477 900 0.1536 1200 0.1186 1500 0.0028 1800
10/17/05 4:23:44 pm Casey Engineering page 10
HONEY CREEK EAST
REVISED POND DESIGN
==============="======================================================
DETAIL BASIN SUMMARY
BASIN ID: A10 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.41 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA, .. : 0.19 Acres 0.22 Acres
, TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00,
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.29 cfs VOL: 0.11 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0484 610 0.0764 910 0.0462 1210 0.0366 1510 0.0004
20 320 0.0501 620 0.0765 920 0.0457 1220 0.0366 1520 0.0002
30 330 0.0514 630 0.0767 930 0.0454 1230 0.0366 1530 0.0001
40 0.0007 340 0.0526 640 0.0768 940 0.0453 ' 1240 0.0366 1540
50 0.0022 350 0.0558 650 0.0734 950 0.0452 1250 0.0366 1550
60 0.0040 360 0.0600 660 0.0683 960 0.0452 1260 0.0366 1560
70 0.0058 370 0.0627 670 0.0658 970 0.0452 1270 0.0367 1570
80 0.0074 380 0.0645 '680 o . 0646 980 0.0453 1280 0.0367 1580
90 0.0089 390 0.0659 690 0.0640 990 0.0453 1290 0.0367 1590
100 0.0101 400 0.0670 700 0.0638 1000 0.0453 1,300 0.0367 1600
110 0.0120 410 0.0751 710 0.0637 1010 0.0431 1310 0.0367 1610
120 0.0143 420 0.0869 720 0.0637 1020 0.0397 1320 0.0367 1620
130 0.0159 430 0.0935 730 0.0638 1030 0.0380 1330 0.0367 1630
140 0.0171 440 0.1063 740 0.0639 1040 0.0372 1340 0.0367 1640
150 0.0181 450 0.1223 750 0.0639 1050 0.0368 1350 0.0368 1650
160 0.0189 460 0.1631 760 0.0640 1060 0.0366 1360 0.0368 1660
170 0.0206 470 0.2582 770 0.0607 1070 0.0365 ' 1370 0.0368 1670
180 0.0228 480 0.2945 780 0.0558 1080 0.0364 1380 0.0368 1680
190 0.0242 490 0.2407 790 0.0533 1090 0.0364 1390 0.0368 1690
200 0.0255 500 0.1862 800 0.0521 1100 0.0364 1400 0.0368 1700
210 0.0266 510 0.1496 810 0.0516 1110 0.0364 1410 0.0368 1710
220 0.0278 520 0.1316 820 0.0513 1120 0.0365 1420 0.0368 1720
230 0.0301 530 0.1130 830 0.0512 1130 0.0365 1430 0.0369 1730
240 0.0332 540 0.0941 840 0.0511 1140 0.0365 1440 0.0369 1740
250 0.0353 550 0.0847 850 0.0512 1150 0.0365 1450 0.0277 1750
260 0.0369 560 0.0801 860 0.0512 1160 0.0365 1460 0.0138 1760
270 0.0382 570 0.0779 870 0.0512 1170 0.0365 1470 0.0069 1770
280 0.0393 580 0.0769 880 0.0512 1180 0.0365 1480 0.0035 1780
290 0.0422 590 0.0765 890 0.0497 1190 0.0366 1490 0.0017 1790
300 0.0459 600 0.0764 900 0.0474 1200 0.0366 1500 0.0009 1800
10/17/05 4:23:44 pm Casey Engineering page 11
HONEY CREEK EAST
REVISED POND DESIGN
===="=================================================================
DETAIL BASIN SUMMARY
BASIN ID: All NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.60 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 1.22 Acres 0.38 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : '15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.02 cfs VOL: 0.37 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cis) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
:::::::::::::=:=:::::::::::::::::::=::::::::::::::::::==================================================
10 310 0.1299 -610 0.2775 910 0.1723 1210 0.1377 1510 0.0016
20 320 0.1374 620 0.2783 920 0.1703 1220 0.1378 1520 0.0008
30 330 0.1438 630 0.2792 930 0.1694 1230 0.13 79 1530 0.0004
40 0.0012 340 0.1496 640 0.2802 940 0.1691 1240 0.1380 1540 0.0002
50 0.0038 350 0.1614 650 0.2683 950 0.1690 1250 0.1381 1550 0.0001
60 0.0070 360 0.1766 660 0.2498 960 0.1690 1260 0.1381 1560
70 0.0100 370 0.1871 670 0.2409 970 0.1691 1270 0.1382 1570
80 0.0129 380 0.1952 680 0.2368 980 0.1693 1280 0.1383 1580
90 0.0153 390 0.2018 690 0.2350 990 0.1694 1290 0.1384 1590
100 0.0175 400 0.2076 700 0.2344 1000 0.1696 1300 0.1385 1600
110 0.0207 410 0.2359 710 0.2344 1010 0.1612 1310 0.1385 1610
120 0.0246 420 0.2762 720 0.2346 1020 0.1486 1320 0.1386 1620
130 0.0274 430 0.300,6 730 0.2350 1030 0.1424 1330 0.1387 1630
140 0.0296 440 0.3459 740 0.2355 1040 0.1393 1340 0.1388 1640
150 0.0313 450 0.4028 750 0.2359 1050 0.1378 1350 0.1389 1650
160 0.0327 460 0.5455 760 0.2364 1060 0.1371 1360 0.1389 1660
170 0.0356 470 0.8793 ' 770 0.2245 1070 0.1368 1370 0.1390 1670
180 0.0394 480 1. 0150 780 0.2064 1080 0.1367 1380 0.1391 1680
190 0.0421 490 0.8370 790 ' 0.1975 1090 0.1367 1390 0.1391 1690
200 0.0454 500 0.6518 800 0.1932 1100 0.1368 1400 0.1392 1700
210 0.0498 510 0.5271 810 0.1911 1110 0.1368 1410 0.1393 1710
220 0.0546 520 0.4664 820 0.1903 1120 0.1369 1420 0.1394 1720
230 0.0623 530 0.4024 8'30 0.1900 1130 0.1370 1430 0.1394 1730
240 0.0718 540 0.3361 840 0.1900 1140 0.1371 1440 0.1395 1740
250 0.0795 550 0.3036 850 0.1901 1150 0.1372 1450 0.1047 1750
260 0.0862 560 0.2880 860 0.1903 1160 0.1373 1460 0.0523 1760
270 0.0923 570 0.2808 870 0.1905 1170 0.1374 14 70 0.0262 1770
280 0.0979 580 0.2778 880 0.1908 1180 0.13 75 1480 0.0131 1780
290 0.1079 590 0.2769 890 0.1851 1190 0.1375 1490 0.0065 1790
300 0.1206 600 0.2770 900 0.1765 1200 0.1376 1500 0.0033 1800
10/17/05 4:23:44 pm Casey Engineering page 12
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A12 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.88 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION.; .. : 3.90 inches AREA .. : 0.50 Acres 0.38 Acres
TIME INTERVAL .... : 10.00 min . CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.61 cfs VOL: 0.22 Ac-ft TIME: 480 min
TIMB DBSIGN . TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0925 610 0.1601 910 0.0977 1210 0.0775 1510 0.0009
20 320 0.0963 620 0:1603 920 0.0965 1220 0.0776 1520 0.0005
30 330 0.0994 630 " 0.1607 930 0.0960 1230 0.0776 1530 0.0002
40 0.0012 340 0.1021 640 0.1611 940 0.0957 1240 0.0776 1540 0.0001
50 0.0038 350 0.1089 650 0.1541 950 0.0956 1250 0.0777 1550
60 0.0070 360 0.1178 660 0.1434 960 0.0956 1260 0.0777 1560
70 0.0100 370 0.1235 670 0.1382 970 0.0957 1270 0.0778 1570
80 0.0129 380 0.1276 680 0.1357 980 0.0957 1280 0.0778 1580
90 0.0153 390 0.1307 690 0.1346 990 0.0958 1290 0.0778 1590
100 0.0175 400 0.1334 700 0.1341 1000 0.0959 1300 0.0779 1600
110 0.0207 410 0.1502 710 0.1340 1010 0.0911 1310 0.0779 1610
120 0.0246 420 0.1744 720 0.1341 1020 0.0840 1320 0.0779 1620
130 0.0274 430 0.1883 730 0.1342 1030 0.0804 1330 0.0780 1630
140 0.0296 440 0.2149 740 0.1344 1040 0.0787 1340 0.0780 1640
150 0.0313 450 0.2482 750 0.1346 1050 0.0778 1350 0.0780 1650
160 0.0327 460 0.3326 760 0.1348 1060 0.0774 1360 0.0780 1660
170 0.0356 470 0.5295 770 0.1280 1070 0.0772 1370 0.0781 1670
180 0.0394 480 0.6062 780 0.1176 1080 0.0772 1380 0.0781 1680
190 0.0419 490 0.4970 790 0.1124 1090 0.0771 1390 0.0781 1690
200 0.0442 500 0.3852 800 0.1099 1100 0.0772 1400 0.0782 1700
210 0.0467 510 0.3101 810 0.1087 1110 0.0772 1410 0.0782 1710
220 0.0492 520 0.2733 820 0.1082 1120 0.0772 1420 0.0782 1720
230 0.0540 530 0.2351 830 0.1080 1130 0.0772 1430 " 0.0783 1730
240 0.0601 540 0.1959 840 0.1079 1140 0.0773 1440 0.0783 1740
250 0.0645 550 0.1766 850 0.1080 1150 0.0773" 1450 0.0587 1750
260 0.0680 560 0.1672 860 0.1080 1160 0.0774 1460 0.0294 1760
270 0.0710 570 0.1628 870 0.1081 1170 0.0774 1470 0.014 7 1770
280 0.0737 580 0.1608 880 0.1082 1180 0.0774 1480 0.0073 1780
290 0.0796 590 0.1600 890 0.1050 1190 0.0775 1490 0.0037 1790
300 0.0873 600 . 0.1599 900 0.1001 1200 0.0775 1500 0.0018 1800
10/17/05 4:23:44 pm Casey Engineering page 13
HONEY CREEK'EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A14 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.45 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.19 Acres 0.26 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.33 cfs VOL: 0.12 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) , (cfs) (min) (cfs)
========================================================================================================
10 310 0,0554 610 0,0847 910 0,0511 1210 0,0403 1510 0,0005
20 320 0,0572 620 0,0848 920 0,0504 1220 0,0404 1520 0,0002
30 330 0.0587 630 0,0849 930 0,0501 1230 0,0404 1530 0.0001
40 0,0008 340 0,0599 640 0,0851 940 0,0500 1240 0,0404 1540
50 0,0026 350 0,0634 650 0,0813 950 0,0500 1250 0,0404 1550
60 0,0048 360 0,0681 660 0,0756 960 0,0499 1260 0,0404 1560
70 0,0069 370 0,0710 670 0,0728 970 0,0499 1270 0,0404 1570
80 0,0088 380 0,0730 680 0,0715 980 0,0500 1280 0,0404 1580
90 0,0105 390 0.0744 690 0,0709 990 0,0500 1290 0.0405 1590
100 0,0120 400 0,0756 700 0,0706 1000 0,0500 1300 0,0405 1600
110 0,0142 410 0,0846 710 0,0705 1010 0,0475 1310 0,0405 1610
120 0,0168 420 0,0978 720 0,0705 1020 0,0438 1320 0,0405 1620
130 0,0188 430 0,1051 730 0,0705 1030 0,0419 1330 0,0405 1630
140 0,0202 440 0,1193 740 0,0706 1040 0,0410 1340 0,0405 1640
150 0,0214 450 0,1372 750 0,0707 1050 0,0406 1350 0,0405 1650
160 0,0223 460 0,1826 760 0,0708 1060 0,0404 1360 0,0405 1660
170 0,0244 470 0,2883 770 0,0671 1070 0,0403 1370 0,0405 1670
180 0,0270 480 0,3284 780 0,0617 1080 0,0402 1380 0,0406 1680
190 0,0286 490 0,2682 790 0,0590 1090 0,0402 1390 0,0406 1690
200 0,0300 500 0.2072 800 0,0576 1100 0,0402 1400 0,0406 1700
210 0,0313 510 0,1664 810 0.0570 1110 0,0402 1410 0.0406 1710
220 0,0326 520 0,1462 820 0.0567 1120 0,0402 1420 0.0406 1720
230 0,0352 530 0,1255 830 0,0566 1130 0.0402 1430 0,0406 1730
240 0,0386 540 0,1044 840 0.0565 1140 0,0402 1440 0,0406 1740
250 0,0410 550 0,0940 850 0,0565 1150 0,0403 1450 0,0305 1750
260 0,0427 560 0,0889 860 0,0565 1160 0.0403 1460 0.0152 1760
270 0.0441 570 0.0864 870 0,0566 1170 0,0403 1470 0,0076 1770
280 0.0453 580 0,0853 880 0,0566 1180 0,0403 1480 0,0038 1780
290 0,0485 590 0,0848 890 0,0549 1190 0,0403 1490 0,0019 1790
300 0,0527 600 0,0847 900 0,0523 1200 0,0403 1500 0.0010 1800
10/17/05 4:23:44 pm Casey Engineering page 14
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A15 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.23 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.44 Acres 0.79 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.92 cfs VOL: 0.33 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
====;========================================================;==========================================
10 310 0.1611 610 0.2349 910 0.1409 1210 0.1111 1510 0.0013
20 320 0.1661 620 0.2351 920 0.1392 1220 0.1111 1520 0.0007
30 0.0002 330 0.1698 630 0.2354 930 0.1383 1230 0.1112 1530 0.0003
40 0.0026 340 0.1728 640 0.2357 940 0.1379 1240 0.1112 1540 0.0002
50 0.0079 350 0.1826 650 0.2253 950 0.1378 1250 0.1112 1550
60 0.0145 360 0.1958 660 0.2095 960 0.1377 1260 0.1113 1560
70 0.0209 370 0.2037 670 0.2017 970 0.1378 1270 0.1113 1570
80 0.0267 380 0.2089 680 0.1979 980 0.1378 1280 0.1113 1580
90 0.0319 390 0.2126 690 0.1962 990-0.1378 1290 0.1114 1590
100 0.0363 400 0.2155 700 0.1954 1000 0.1379 1300 0.1114 1600
110 0.0431 410 0.2409 710 0.1951 1010 0.1311 1310 0.1114 1610
120 0.0512 420 0.2778 720 0.1951 1020 0.1208 1320 0.1114 1620
130 0.0570 430 0.2980 730 0.1951 1030 0.1156 1330 0.1115 1630
140 0.0615 440 0.3376 . 740 0.1953 1040 0.1131 1340 0.1115 1640
150 0.0650 450 0.3873 750 0.1954 1050 0.1118 1350 0.1115 1650
160 0.0679 460 0.5142 760 0.1956 1060 0.1112 1360 0.1116 1660
170 0.0741 470 0.8094 770 0.1856 1070 0.1109 1370 0.1116 1670
180 0.0819 480 0.9199 780 0.1704 1080 0.1108 1380 0.1116 1680
190 0.0870 490 0.7501 790 0.1629 1090 0.1108 1390 0.1116 1690
200 0.0910 500 0.5788 800 0.1592 1100 0.1108 1400 0.1117 1700
210 0.0946 510 0.4641 810 0.1574 1110 0.1108 1410 0.1117 1710
220 0.0979 520 0.4075 820 0.1566 1120 0.1108 1420 0.1117 1720
230 0.1054 530 0.3494 830 0.1562 1130 0.1108 1430 0.1118 1730
240 0.1151 540 0.2906 840 0.1561 1140 0.1109 1440 0.1118 1740
250 0.1216 550 0.2614 850 0.1560 1150 0.1109 1450 0.0838 1750
260 0.1263 560 0.2470 860 0.1561 1160 0.1109 1460 0.0419 1760
270 0.1300 570 0.2401 870 0.1562 1170 0.1110 1470 0.0210 1770
280 0.1332 580 0.2369 880 0.1562 1180 0.1110 1480 0.0105 1780
290 0.1420 590 0.2355 890 0.1515 1190 0.1110 1490 0.0052 1790
300 0.1538 600 0.2350 900 0.1444 1200 0.1111 1500 0.0026 1800
10/17/05 4:23:44 pm Casey Engineering page 15
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A16 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.92 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.58 Acres 1.34 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.47 cfs VOL: 0.53 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.2646 610 0.3714 910 0.2217 1210 0.1746 1510 0.0021
20 320 0.2722 620 0.3715 920 0.2190 1220 0.1746 1520 0.0010
30 0.0003 330 0.2778 630 0.3719 930 0,.2177 1230 0.1746 1530 0.0005
40 0.0044 340 0.2822 640 0.3723 940 0.2170 1240 0.1747 1540 0.0003
50 0.0134 350 0.2976 650 0.3558 950 0.2168 1250 0.1747 1550 0.0001
60 0.0245 360 0.3185 660 0.3308 960 0.2167 1260 0.1748 1560
70 0.0354 370 0.3308 670 0.3184 970 0.2167 1270 0.1748 1570
80 0.0454 380 0.3387 680 0.3124 980 0.2167 1280 0.1749 1580
90 0.0541 390 0.3442 690 0.3095 990 .0.2168 1290 0.1749 1590
100 0.0616 400 0.3484 700 0.3082 1000 0.2169 1300 0.1749 1600
110 0.0732 410 0.3888 710 0.3077 1010 0.2061 1310 0.1750 1610
120 0.0868 420 0.4477 720 0.3076 1020 0.1899 1320 0.1750 1620
130 0.0967 430 0.4795 730 0.3077 1030. 0.1818 1330 0.1751 1630
140 0.1043 440 0.5423 740 0.3079 1040 0.1778 1340 0.1751 1640
150 0.1103 450 0.6213 750 0.3081 1050 0.1758 1350 0.1751 1650
160 0.1152 460 0.8230 760 0.3083 1060 0.1749 1360 0.1752 1660
170 0.1256 470 1.2921 770 0.2925 1070 0.1744 1370 0.1752 1670
180 0.1389 480 1. 4658 780 . 0.2686 1080 0.1742 1380 0.1752 1680
190 0.1475 490 1.1937 790 0.2567 1090 0.1741 1390 0.1753 1690
200 0.1541 500 0.9202 800 0.2508 1100 0.1741 1400 0.1753 1700
210 0.1598 510 0.7371 810 0.2480 1110 0.1741 . 1410 0.1754 1710
220 0.1649 520 0.6465 820 0.2466 1120 0.1742 1420 0.1754 1720
230 0.1769 530 0.5541 830 0.2460 1130 0.1742 1430 0.1754 1730
240 0.1926 540 0.4605 840 0.2458 1140 0.1742 1440 0.1755 1740
250 0.2027 550 0.4140 850 0.2457 1150 0.1743 1450 0.1316 1750
260 0.2100 560 0.3911 860 0.2458 1160 0.1743 1460 0.0658 1760
270 0.2156 570 0.3800 870 0.2458 1170 0.1744 1470 0.0329 1770
280 0.2203 580 0.3747 880 0.2459 1180 0.1744 1480 0.0165 1780
290 0.2343 590 0.3724 890 0.2385 1190 0.1745 1490 0.0082 1790
300 0.2531 600 0.3 715 900 0.2273 1200 0.1745 1500 0.0041 1800
10/17/05 4:23:44 pm Casey Engineering page 16
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A18 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.17 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.17 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.14 cfs VOL: 0.05 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0297 610 0.0351 910 0.0205 1210 0.0160 1510 0.0002
20 320 0.0303 620 0.0351 920 0.0202 1220 0.0160 1520
30 330 0.0307 630 0.0351 930 0.0201 1230 0.0160 1530
40 0.0006 340 0.0310 640 0.0351 940 0.0200 1240 0.0160 1540
50 0.0017 350 0.0324 650 0.0335 950 0.0200 1250 0.0160 1550
60 0.0031 360 0.0344 660 0.0311 960 0.0200 1260 0.0160 1560
70 0.0045 370 0.0355 670 0.0299 970 0.0200 1270 0.0160 1570
80 0.0058 380 0.0361 680 0.0293 980 0.0200 1280 0.0160 1580
90 0.0069 390 0.0364 690 0.0290 990 0.0200 1290 0.0160 1590
100 0.0078 400 0.0366 700 0.0289 1000 0.0200 1300 0.0160 1600
110 0.0093 410 0.0406 710 0.0288 1010 0.0190 1310 0.0160 1610
120 0.0110 420 0.0464 720 0.0288 1020 0.0175 1320 0.0160 1620
130 0.0123 430 0.0494 730 0.0287 1030 0.0167 1330 0.0160 1630
140 0.0132 440 0.0554 740 0.0287 1040 0.0164 1340 0.0160 1640
150 0.0140 450 0.0630 750 0.0287 1050 0.0162 1350 0.0160 1650
160 0.0146 460 0.0827 760 0.0287 1060 0.0161 1360 0.0160 1660
170 0.0159 470 0.1282 770 0.0272 1070 0.0160 1370 0.0160 1670
180 0.0176 480 0.1442 780 0.0250 1080 0.0160 1380 0.0160 1680
190 0.0187 490 0.1167 790 0.0239 1090 0.0160 1390 0.0160 1690
200 0.0194 500 0.0895 800 0.0233 1100 0.0160 1400 0.0160 1700
210 0.0200 510 0.0713 810 0.0230 1110 0.0160 1410 0.0160 1710
220 0.0204 520 0.0623 820 0.0229 1120 0.0160 1420 0.0160 1720
230 0.0216 530 0.0532 830 0.0228 1130 0.0160 1430 0.0160 1730
240 0.0232 540 0.0441 840 0.0228 1140 0.0160 1440 0.0160 1740
250 0.0242 550 0.0395 850 0.0228 1150 0.0160 1450 0.0120 1750
260 0.0248 560 0.0373 860 0.0228 1160 0.0160 1460 0.0060 1760
270 0.0252 570 0.0361 870 0.0228 1170 0.0160 1470 0.0030 . 1770
280 0.0255 580 0.0356 880 0.0228 1180 0.0160 1480 0.0015 1780
290 0.0268 590 0.0353 890 0.0221 1190 0.0160 1490 0.0008 1790
300 0.0287 600 0.0352 900 0.0210 1200 0.0160 1500 0.0004 1800
10/17/05 4:23:44 pm Casey Engineering page 17
HONEY CREEK EAST
REVISED POND DESIGN
===========================================~=========================
DETAIL BASIN SUMMARY
BASIN ID: A19 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 2.44 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV . IMP
PRECIPITATION .... : 3.90 inches AREA .. : 1.55 Acres 0.89 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1. 63 cfs VOL: 0.59 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.2362 610 0.4367 910 0.2681 1210 0.2133 1510 0.0025
20 320 0.2472 620 0.4376 920 0.2649 1220 0.2134 1520 0.0013
30 0.0002 330 0.2562 630 0.4388 930 0.2634 1230 0.2135 1530 0.0006
40 0.0029 340 0.2642 640 0.4400 940 0.2628 1240 0.2136 1540-0.0003
50 0.0089 350 0.2827 650 0.4210 950 0.2626 1250 0.2137 1550 0.0002
60 0.0163 360 0.3068 660 0.3919 960 0.2626 1260 o . 2138 1560
70 0.0235 370 0.3227 670 0.3777 970 0.2627 1270 0.2139 1570
80 0.0301 380 0.3343 680 Q.3710 980 0.2629 1280 0.2140 1580
90 0.0359 390 0.3436 690 0.3680 990 0.2631 1290 0.2141 1590
100 0.0409 400 0.3515 . 700 0.3669 1000 0.2633 1300 0.2142 1600
110 0.0486 410 0.3968 710 0.3667 1010 . 0.2503 1310 0.2143 1610
120 0.0577 420 0.4621 720 0.3669 1020 0.2307 1320 0.2144 1620
130 0.0643 430 0.5001 730 0.3674 1030 0.2210 1330 0.2145 1630
140 0.0693 440 0.5722 740 0.3680 1040 0.2162 1340 0.2146 1640
150 0.0732 450 0.6627 750 0.3686 1050 0.2138 1350 0.214 7 1650
160 0.0765 460 0.8910 760 0.3692 1060 0.2127 1360 0.2148 1660
170 0.0834 470 1. 4242 770 0.3505 1070 0.2122 1370 0.2149 1670
180 0.0923 480 1.6349 780 0.3221 1080 0.2121 1380 0.2150 ·1680
190 0.0983 490 1.3429 790 0.3081 1090 0.2120 1390 0.2151 1690
200 0.1043 500 1. 0425 800 0.3013 1100 0.2121 1400 0.2152 1700
210 0.1111 510 0.8406 810 0.2980 1110 0.2122 1410 0.2153 1710
220 0.1181 520 0.7418 820 0.2966 1120 0.2123 1420 0.2154 1720
230 0.1309 530 0.6386 830 0.2960 1130 0.2124 1430 0.2155 1730
240 0.1468 540 0.5327 840 0.2960 1140 0.2125 1440 0.2156 1740
250 0.1590 550 0.4805 850 0.2961 1150 0.2126 1450 0.1617 1750
260 0.1689 560 0.4552 860 0.2963 1160 0.2127 1460 0.0809 1760
270 0.1776 570 0.4434 870 0.2966 1170 0.2128 1470 0.0404 1770
280 0.1854 580 0.4382 880 0.2969 1180 0.2129 1480 0.0202 1780
290 0.2014 590 0.4363 890 0.2881 1190 0.2131 1490 0.0101 1790
300 0.2219 600 0.4361 900 0.2746 1200 0.2132 1500 0.0051 1800
10/17/05 4:23:44 pm Casey Engineering page 18
HONEY CREBK EAST
REVISED POND DESIGN
============~========================================================
DETAIL BASIN SUMMARY
BASIN ID: A21 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.09 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPB .... : USBR1 PBRV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.09 Acres
INTERVAL .... : min 0.00 )' 98~00 TIME 10.00 CN .... :
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
::::::::::::::::=::::::::::=::::::=:::::::::::::=:::::==================================================
10 310 0.0157 610 0.0186 910 0.0109 1210 0.0085 1510
20 320 0.0161 620 0.0186 920 0.0107 1220 0.0085 1520
30 330 0.0163 630 0.0186 930 0.0106 1230 0.0085 1530
40 0.0003 340 0.0164 640 0.0186 940 0.0106 1240 0.0085 1540
50 0.0009 350 0.0171 650 0.0177 950 0.0106 1250 0.0085 1550
60 0.0016 360 0.0182 660 0.0165 960 0.0106 1260 0.0085 1560
70 0.0024 370 0.0188 670 0.0158 970 0.0106 1270 0.0085 1570
80 0.0030 380 0.0191 680 0.0155 980 0.0106 1280 0.0085 1580
90 0.0036 390 0.0193 690 0.0154 990 0.0106 1290 0.0085 1590
100 0.0041 400 0.0194 700 0.0153 1000 0.0106 1300 0.0085 1600
. 110 0.0049 410 0.0215 710 0.0152 . 1010 0.0100 1310 0.0085 1610
120 0.0058 420 0.0246 720 0.0152 1020 0.0093 1320 0.0085 1620
130 0.0065 430 0.0261 730 0.0152 1030 0.0089 1330 0.0085 1630
140 0.0070 440 0.0293 740 0.0152 1040 0.0087 1340 0.0085 1640
150 0.0074 450 0.0334 750 0.0152 1050 0.0086 1350 0.0085 1650
160 0.0077 460 0.0438 760 0.0152 1060 0.0085 1360 0.0085 1660
170 0.0084 470 0.0679 770 0.0144 1070 0.0085 1370 0.0085 1670
180 0.0093 480 0.0763 780 0.0132 1080 0.0085 1380 0.0085 1680
190 0.0099 490 0.0618 790 0.0126 1090 0.0085 1390 0.0085 1690
200 0.0103 500 0.0474 800 0.0123 1100 0.0085 1400 0.0085 1700
210 0.0106 510 0.0378 810 0.0122 1110 0.0085 1410 0.0085 1710
220 0.0108 520 0.0330 820 0.0121 1120 0.0085 1420 0.0085 1720
230 0.0114 530 0.0282 830 0.0121 1130 0.0085 1430 0.0085 1730 .
240 0.0123 540 0.0233 840 0.0121 1140 0.0085 1440 0.0085 1740
250 0.0128 550 0.0209 850 0.0121 1150 0.0085 1450 0.0064 1750
260 0.0131 560 0.0197 860 0.0121 1160 0.0085 1460 0.0032 1760
. 270 0.0133 570 0.0191 870 0.0121 1170 0.0085 14 70 0.0016 1770
280 0.0135 580 0.0188 880 0.0121 1180 0.0085 1480 0.0008 1780
290 0.0142 590 0.0187 890 0.0117 1190 0.0085 1490 0.0004 1790
300 0.0152 600 0.0186 900 0.0111 1200 0.0085 1500 0.0002 1800
10/17/05 4:23:45 pm Casey Engineering page .19
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A22 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.57 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.24 Acres 0.33 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.42 cfs VOL: 0.15 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0702 610 0.1073 910 0.0647 1210 0.0511 1510 0.0006
20 320 0.0726 620 0.1074 920 0.0639 1220 0.0511 1520 0.0003
30 330 0.0744 630 0.1076 930 0.0635 1230 0.0511 1530 0.0002
40 0.0011 340 0.0759 640 0.1078 940 0.0633 1240 0.0512 1540
50 0.0033 350 0.0804 650 0.1030 950 0.0633 1250 0.0512 1550
60 0.0060 360 0.0864 660 0.0958 960 0.0633 1260 0.0512 1560
70 0.0087 370 0.0901 670 0.0923 970 0.0633 1270 0.0512 1570
80 0.0112 380 0.0925 680 0.0906 980 0.0633 1280 0.0512 1580
90 0.0133 390 0.0944 690 0.0898 990 0.0633 1290 0.0512 1590
100 0.0152 400 0.0958 700 0.0894 1000 0.0634 1300 0.0513 1600
110 0.0180 410 0.1073 710 0.0893 1010 0.0602 1310 0.0513 1610
120 0.0214 420 0.1240 720 0.0893 1020 0.0555 1320 0.0513 1620
130 0.0238 430 0.1332 730 0.0894 1030 0.0531 1330 0.0513 1630
140 0.0257 440 0.1512 740 0.0895 1040 0.0520 1340 0.0513 1640
150 0.0272 450 0.1739 750 0.0896 1050 0.0514 1350 0.0513 1650
160 0.0284 460 0.2314 760 0.0897 1060 0.0511 1360 0.0514 1660
170 0.0309 470 0.3654 770 0.0851 1070 0.0510 1370 0.0514 1670
180 0.0342 480 0.4162 780 0.0781 1080 0.0509 1380 0.0514 1680
190 0.0364 490 0.3399 790 0.074 7 1090 0.0509 1390 0.0514 1690
200 0.0381 500 0.2626 800 0.0730 1100 0.0509 1400 0.0514 1700
210 0.0398 510 0.2108 810 0.0722 1110 0.0509 1410 0.0514 1710
220 0.0413 520 0.1853 820 0.0718 1120 0.0509 1420 0.0514 1720
230 0.0447 530 0.1590 830 0.0716 1130 0.0510 1430 0.0515 1730
240 0.0490 540 0.1323 840 0.0716 1140 0.0510 1440 0.0515 1740
250 0.0520 550 0.1191 850 0.0716 1150 0.0510 1450 0.0386 1750
260 0.0542 560 0.1126 860 0.0716 1160 0.0510 1460 0.0193 1760
270 0.0560 570 0.1095 870 0.0717 1170 0.0510 1470 0.0097 1770
280 0.0575 580 0.1081 880 0.0717 1180 0.0511 1480 0.0048 1780
290 0.0615 590 0.1075 890 0.0696 1190 0.0511 1490 0.0024 1790
300 0.0668 600 0.1073 900 0.0663 1200 0.0511 1500 0.0012 . 1800
10/17/05 4:23:45 pm Casey Engineering page 20
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A23 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.60 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.60 Acres 1.00 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.19 cfs VOL: 0.43 Ac-ft TIME: 480 min
\
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF. RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min)' (cfs) .
======================================================:==::::==:=::=::=::=::=:=::=:::::::::::::::::=::=:
10 310 0.2061 610 0.3044 910 0.1828 1210 0.1442 1510 0.0017
20 320 0.2126 620 0.3047 920 0.1806 1220 0.1443 1520 0.0009
30 0.0003 330 0.2176 630 0.3051 930 0.1795 1230 0.1443 1530 0.0004
40 0.0033 340 0.2216 640 0.3055 940 0.1790 1240 0.1444 1540 0.0002
50 0.0100 350 0.2343 650 0.2920 950 0.1788 1250 0.1444 1550 0.0001
60 0.0183 360 0.2514 660 0.2716 960 0.1787 1260 0.1445 . 1560
70 0.0264 370 0.2617 670 0.2615 970 0.1788 1270 0.1445 1570
80 0.0338 380 0.2684 680 0.2566 980 0.1788 1280 0.1445 1580
90 0.0404 390 0.2734 690 0.2543 990 0.1789 1290 0.1446 1590
100 0.0460 400 0.2773 700 0.2533 1000 0.1790 1300 0.1446 1600
110 0.0546 410 0.3100 710 0.2529 1010 0.1701 1310 0.1447 1610
120 0.0648 420 0.3577 720 0.2529 1020 0.1567 1320 0.1447 1620
130 0.0722 430 0.3839 730 0.2530 1030 0.1501 1330 0.1447 1630
140 0.0778 440 0.4352 740 0.2532 1040 0;1468 1340 0.1448 1640
150 0.0823 450 0.4995 750 0.2535 1050 0.1451 1350 0.1448 1650
160 0.0860 460 0.6636 760 0.2537 1060 0.1444 1360 0.1449 1660
170 0.0938 470 1. 0455 770 0.2407 1070 0.1440 1370 0.1449 1670
180 0.1037 480 1.1888 780 0.2211 1080 0.1438 1380 0.1449 1680
190 0.1101 490 0.9698 790 o .2113 1090 0.1438 1390 0.1450 1690
200 0.1152 500 0.7486 800 0.2065 1100 0.1438 1400 0.1450 1700
210 0.1199 510 0.6005 810 0.2042 1110 0.1438 1410 0.1450 1710
220 0.1243 520 0.5273 820 0.2031 1120 0.1438 1420 0.1451 1720
230 0.1339 530 0.4523 830 0.2026 1130 0.1439 1430 0.1451 1730
240 0.1464 540 0.3762 840 0.2024 1140 0.1439 1440 0.1452 1740
250 0.1548 550 0.3385 850 0.2024 1150 0.1440 1450 0.1089 1750
260 0.1609 560 0.3199 860 0.2025 1160 0.1440 1460 0.0544 1760
270 0.1658 570 0.3110 870 0.2026 1170 0.1441 1470 . 0.0272 1770
280 0.1700 580 0.3068 880 0.2027 1180 0.1441 1480 0.0136 1780
290 0.1814 590 0.3050 890 0.1966 1190 0.1441 1490 0.0068 1790
300 0.1966 600 0.3044 900 0.1874 1200 0.1442 1500 0.0034 1800
10/17/05 4:23:45 pm Casey Engineering page 21
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A24 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.39 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.17 Acres 0.22 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.28 Gfs VOL: 0.10 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0473 610 0.0732 910 0.0442 1210 0.0349 1510 0.0004
20 320 0.0489 620 0.0733 920 0.0436 1220 0.0349 1520 0.0002
30 330 0.0502 630 0.0734 930 0.0434 1230 0.0349. 1530 0.0001
40 0.0007 340 0.0513 640 0.0735 940 0.0433 1240 0.0349 1540
50 0.0022 350 0.0543 650 0.0703 950 0.0432 1250 0.0350 1550
60 0.0040 360 0.0584 660 0.0654 960 0.0432 1260 0.0350 1560
70 0.0058 370 0.0609 670 0.0629 970 0.0432 1270 0.0350 1570
80 0.0074 380 0.0626 680 0.0618 980 0.0432 1280 0.0350 1580
90 0.0089 390 0.0639 690 0.0612 990 0.0432 1290 0.0350 1590
100 0.0101 400 0.0649 700 0.0610 1000 0.0433 1300 0.0350 1600
no 0.0120 410 0.0727 710 0.0609 1010 0.0411 1310 0.0350 1610
120 0.0143 420 0.0841 720 0.0609 1020 0.0379 1320 0.0350 1620
130 0.0159 430 0.0904 730 0.0610 1030 0.0363 1330 0.0350 1630
140 0.0171 440 0.1026 740 0.0610 1040 0.0355 1340 0.0351 1640
150 0.0181 450 0.1181 750 . 0.0611 1050 0.0351 1350 0.0351 1650
160 0.0189 460 0.1572 760 0.0612 1060 0.0349 1360 0.0351 1660
170 0.0206 470 0.2485 770 0.0581 1070 0.0348 1370 0.0351 1670
180 0.0228 480 0.2 831 780 0.0533 1080 0.0348 1380 0.0351 1680
190 . 0.0242 490 0.2313 790 0.0510 1090 0.0348 1390 0.0351 1690
200 0.0254 500 0.1788 800 0.0498 1100 0.0348 1400 0.0351 1700
210 0.0265 510 0.1436 810 0.0493 1110 0.0348 1410· 0.0351 1710
220 0.0276 520 0.1262 820 0.0490 1120 0.0348 1420 0.0351 1720
230 0.0299 530 0.1083 830 0.0489 1130 0.0348 1430 0.0352 1730
240 0.0328 540 0.0902 840 0.0489 1140 0.0348 1440 0.0352 1740
250 0.0348 550 0.0812 850 0.0489 1150 0.0348 1450 0.0264 1750
260 0.0364 560 0.0768 860 0.0489 1160 0.0348 1460 0.0132 1760
270 0.0376 570 0.0746 870 0.0489 1170 0.0349 1470 0.0066 1770
280 0.0387 580 0.0737 880 0.0490 1180 0.0349 1480 0.0033 1780
290 0.0414 590 0.0733 890 0.0475 1190 0.0349 1490 0: 0016 1790
300 0.0450 600 0.0732 900 0.0453 1200 0.0349 1500 0.0008 1800
10/17/05 4:23:45 pm Casey Engineering page 22
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A25 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.68 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : . 0.39 Acres 0.29 Acres
TIME INTERVAL .... : 10.00 min· CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.47 cfs VOL: 0.17 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN . TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) . (cfs)
========================================================================================================
10 310 0.0710 610 0.1235 910 0.0754 1210 0.0599 1510 0.0007
20 320 0.0740 620 0.1237 920 0.0745 1220 0.0599 1520 0.0004
30 330 0.0764 630 0.1240 930 0.0741 1230 0.0599 1530 0.0002
40 0.0009 340 0.0785· 640 0.1243 940 0.0739 1240 0.0600 1540
50 0.0029 350 0.0837 650 0.1189 950 . 0.0738 1250 0.0600 1550
60 0.0053 360 0.0906 660 0.1107 960 0.0738 1260 0.0600 1560
70 0.0077 370 0.0950 670 0.1067 970 0.0739 1270 0.0600 1570
80 0.0098 380 0.0981 680 0.1047 980 0.0739 1280 0.0601 1580
90 0.0117 390 0.1006 690 0.1039. 990 0.0740 1290 0.0601 1590
100 0.0133 400 0.1027 700 0.1035 1000 0.0740 1300 0.0601 1600
110 0.0158 410 0.1156 710 0.1035 1010 0.0704 1310 0.0601 1610
120 0.0188 420 0.1343 720 0.1035 1020 0.0648 1320 0.0602 1620
130 0.0209 430 0.1450 730 0.1036 1030 0.0621 1330 0.0602 1630
140 0.0226 440 0.1655 740 0.1038 1040 0.0607 1340 0.0602 1640
150 0.0239 450 0.1912 750 0.1039 1050 0.0601 1350 0.0602 1650
160 0.0249 460 0.2563 760 0.1041 1060 0.0598 1360 0.0603 1660
170 0.0272 470 0.4082 770 0.0988 1070 0.0596 1370 0.0603 1670
180 0.0301 480 0.4674 780 0.0908 1080 0.0596 1380 0.0603 1680
190 0.0320 490 0.3832 790 0.0868 1090 0.0596 1390 0.0603 1690
200 0.0338 500 0.2971 800 0.0849 1100 0.0596 1400 0.0604 1700
210 0.0357 510 0.2392 810 0.0839 1110 0.0596 1410 . 0.0604 1710
220 0.0376 520 0.2108 820 0.0835 1120 0.0596 1420 0.0604 1720
230 0.0413 530 0.1814 830 0.0834 1130 0.0597 1430 0.0604 1730
240 0.0460 540 0.1512 840 0.0833 1140 0.0597 1440 0.0605 1740
250 0.0494 550 0.1363 850 0.0833 1150 0.0597 1450 0.0454 1750
260 0.0521 560 0.1290 860 0.0834 1160 0.0597 1460 0.0227 1760
270 0.0545 570 0.1256 870 0.0835 1170 0.0598 1470 0.0113 1770
280 0.0565 580 0.1241 880 0.0836 1180 0.0598 1480 0.0057 1780
290 0.0611 590 0.1235 890 0.0811 1190 0.0598 1490 0.0028 1790
300 0.0670 600 0.1234 900 0.0773 1200 0.0599 1500 0.0014 1800
10/17/05 4:23:45 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 23
========================================================.=============
BASIN ID: A80
SBUH METHODOLOGY
TOTAL AREA ....... :
RAINFALL TYPE .... :
PRECIPITATION .... :
TIME INTERVAL .... :
DETAIL BASIN SUMMARY
NAME: 2YR 24HR STORM
1.37 Acres
USER1
3.90 inches
10.00 min
BASEFLOWS:
AREA .. :
CN .... :
TC .... :
ABSTRACTION COEFF: 0.20
0.00 cfs
PERV
1.00 Acres
86.00
23.02 min
TcReach -Sheet L: 140.00 ns:0.1500 p2yr: 2.00 s:0.0100
TcReach -Shallow L: 370.00 ks:27.00 s:0.0200
PEAK RATE: 0.77 cfs VOL: 0.32 Ac-ft TIME: 480 min
IMP
0.37 Acres
98.00
23.00 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) ,(efs) (min) (efa) (min) (efs) (min) (efs) (min) (cfs)
==::=:====:=::::=::=:;:=:=::::::::::::::::::::::::::::==================================================
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
0.0009
0.0028
0.0053
0.0080
0.0106
0.0130
0.0152
0.0181
0.0216
0.0244
0.0267
0.0286
0.0302
0.0329
0.0361
0.0388 '
0.0417
0.0452
0.0490
0.0548
0.0621
0.0685
0.0744
0.0797
0.0847
0.0925
0.1022
310
320 .
330
340
350
360
370
380
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560 .
570
580
590
600
0.1102
0.1171
0.1230
0.1284
0.1374
0.1490
0.1581
0.1656
0.1720
0.1776
0.1969
0.2257
0.2466
0.2806
0.3236
0.4220
0.6477
0.7729
0.7008
0'.5948
0.5067
0.4511
0.3945
0.3369
0.3003
0.2771
0.2626
0.2535
0.2481
0.2449
610
620
630
640
650
660
670
680
690
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
0.2431
0.2423
0.2421
0.2422
0.2347
0.2222
0.2143
0.2094
0.2064
0.2046
0.2037
0.2032
0.2031
0.2032
0.2033
0.2036
0.1963
0.1841
0.1764
0.1715
0.1684
0.1665
0.1654
0.1647
0.1644
0.1642
0.1642
0.1643
0.1608
0.1550
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
. 1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
0.1513
0.1490
0.1476
0.1467
0.1462
0.1459
0.1458
0.1458
0.1458
0.1459
0.1407
0.1323
0.1268
0.1234
0.1212
0.1198
0.1190
0.1184
0.1181
0.1180
0.1179
0.1178
0.1179
0.1179
0.1179
0.1180
0.1181
0.1181
0.1182
0.1183
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1330
1340
1350
1360
1370
1380
1390
1400
1410
1420
1430
1440
1450
1460
1470
1480
1490
1500
0.1183
0.1184
0.1185
0.1185
0.1186
0.1187
0.1188
0.1188
0.1189
0.1189
0.1190
0.1191
0.1191
0.1192
0.1193
0.1193
0.1194
0.1195
0.1195
0.1196
0.1196
0.1197
0.1198
0.1198
0.0984
0.0633
0.0407
0.0262
0.0168
0.0108
1510
1520
1530
1540
1550
1560
1570
1580
1590
1600
1610
1620
1630
1640
1650
1660
1670
1680
1690
1700
1710
1720
1730
1740
1750
1760
1770
1780
1790
1800
0.0070
0.0045
0.0029
0.0019
0.0012
0.0008
0.0005
0.0003
0.0002
0.0001
10/17/05 4:23:45 pm Casey Engineering page 24
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A81 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.05 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.05 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 5.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 470 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0091 610 0.0103 910 0.0059 1210 0.0047 1510
20 320 0.0091 620 0.0103 920 0.0059 1220 0.0047 1520
30 330 0.0091 630 0.0103 930 0.0059 1230 0.0047 1530
40 0.0003 340 0.0092 640 0.0103 940 0.0059 1240 0.0047 1540
50 0.0008 350 0.0099 650 0.0094 950 0.0059 1250 0.0047 1550
60 0.0013 360 0.0107 660 0.0084 960 0.0059 1260 0.0047 1560
70 0.0017 370 0.0107 670 0.0084 970 0.0059 1270 0.0047 1570
80 0.0021 380 0.0108 680 0.0084 980 0.0059 1280 0.0047 1580
90 0.0023 390 0.0108 690 0.0084 990 0.0059 1290 0.0047 1590
100 0.0026 400 0.0108 700 0.0084 1000 0.0059 1300 0.0047 1600
110 0.0032 410 0.0131 710 0.0084 1010 0.0053 1310 0.0047 1610
120 0.0038 420 0.0154 720 0.0084 1020 0.0047 1320 0.0047 1620
130 0.0040 430 0.0154 730 0.0084 1030 0.0047 1330 0.0047 1630
140 0.0042 440 0.0181 740 0.0084 1040 0.0047 1340 0.0047 1640
150 0.0043 450 0.0208 750 0.0084 1050 0.0047 1350 0.0047 1650
160 0.0045 460 0.0301 760 0.0085 1060 0 .. 0047 1360 0.0047 1660
170 0.0051 470 0.0511 770 0.0076 1070 0.0047 1370 0.0047 1670
180 0.0057 480 0.0471 780 0.0067 1080 0.0047 1380 0.0047 . 1680
190 0.0058 490 0.0262 790 0.0067 1090 0.0047 1390 0.0047 1690
200 0.0059 500 0.0183 800 0.0067 1100 0.0047 1400 0.0047 1700
210 0.0060 510 0.0156 810 0.0067 1110 0.0047 1410 0.0047 1710
220 0.0061 520 0.0157 820 0.0067 1120 0.0047 1420 0.0047 1720
230 0.0067 530 0.0130 830 0.0067 1130 0.0047 1430 0.0047 1730
240 0.0073 540 0.0103 840 0.0067 1140 0.0047 1440 0.0047 1740
250 0.0074 550 0.0103 850 0.0067 1150 0.0047 1450 0.0024 1750
260 0.0075 560 0.0103 860 0.0067 1160 0.0047 1460 1760
270 0.0075 570 0.0103 870 0.0067 1170 0.0047 14 70 1770
280 0.0076 580 0.0103 880 0.0067 1180 0.0047 1480 1780
290 0.0083 590 0.0103 890 0.0063 1190 0.0047 1490 1790
300 0.0090 600 0.0103 900 0.0059 1200 0.0047 1500 1800
10/17/05 4:23:45 pm Casey Engineering page 25
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A82 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 2.20 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 1. 74 Acres 0.46 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 30.00 min 30.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1. 09 cfs VOL: 0.50 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME . DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
======================================================:::=:::::::::::::::::=:::::::=::=:::==::::==::::::
10 310 0.1525 610 0.3959 910 0.2440 1210 0.1886 1510 0.0218
. 20 320 0.1637 620 0.3917 920 0.2401 1220 0.1887 1520 0.0155
30 330 0.1739 630 0.3891 930 0.2374 1230 0.1888 1530 0.0111
40 0.0009 340 0.1832 640 0.3877 940 0.2356 1240 0.1889 1540 0.0079
50 0.0028 350 0.1968 650 0.3770 950 0.2343 1250 0.1890 1550 0.0057
60 . 0.0055 360 0.2137 660 0.3596 960 0.2335 1260 0.1891 1560 0.0040
70 0.0085 370 0.2282 670 0.3475 970 0.2330 1270 0.1893 1570 0.0029
80 0.0115 380 0.2407 680 0.3390 980 0.2327 1280 0.1894 1580 0.0021
90 0.0144 390 0.2518 690 0.3332 990 0.2326 1290 0.1895 1590 0.0015
100 0.0170 400 0.2618 700 0.3293 1000 0.2325 1300 0.1896 1600 0.0011
110 0.0205 410 0.2885 710 0.3268 1010 0.2259 1310 0.1897 1610 0.0008
120 0.0245 420 0.3279 720 0.3252 1020 0.2146 1320 0.1898 1620 0.0005
130 0.0280 430 0.3594 730 0.3242 1030 0.2065 1330 0.1899 1630 0.0004
140 0.0309 440 0.4076 740 0.3238 1040 0.2008 1340 . 0.1900 1640 0.0003
150 0.0335 450 0.4688 750 0.3236 1050 0.1968 1350 0.1902 1650 0.0002
160 0.0357 460 0.6012 760 0.3238 1060 0.1940 1360 0.1903 ·1660 0.0001
170 0.0389 470 0.8999 770 0.3144 1070 0.1920 1370 0.1904 ·1670
180 0.0427 480 1. 0896 780 0.2981 1080 0.1906 1380 0.1905 1680
190 0.0460 490 1.0345 790 0.2866 1090 0.1896 1390 0.1906 1690
200 0.0500 500 0.9205 800 0,2786 1100 0.1890 1400 0.1907 1700
210 0.0549 510 0.8141 810 0.2729 1110 0.1886 1410 0.1908 1710
220 0.0606 520 0.7395 820 0.2690 1120 0.1883 1420 0.1909 1720
230 0.0686 530 0.6600 830 0.2663 1130 0.1882 1430 0.1910 1730
240 0.0787 540 0.5766 840 0.2645 1140 0.1881 1440 0.1911 1740
250 0.0883 550 0.5175 850 0.2633 . 1150 0.1881 1450 0.1638 1750
260 0.0975 560 0.4759 860 0.2626 1160 0.1881 1460 0.1170 1760
270 0.1062 570 0.4466 870 0.2621 1170 0.1882 1470 0.0836 1770
280 0.1144 580 0.4261 880 0.2619 1180 0.1883 1480 0.0597 1780
290 0.1259 590 0.4120 890 0.2573 1190 0.1884 1490 0.0426 1790
300 0.1400 600 0.4023 900 0.2495 1200 0.1885 1500 0.0305 1800
10/17/05 4:23:45 pm Casey Engineering page 26
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A83 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.10 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.74 Acres 0.36 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 23.00 min 23.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.64 cfs VOL: 0.26 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (efs) (min) (efs) (mIn) (efs) (min) (efs) (min) (efs)
========================================================================================================
10 310 0.0962 610 0.1981 910 0.1226 1210 0.0957 1510 0.0056
20 320 0.1016 620 0.1973 920 0.1207 1220 0.0957 1520 0.0036
30 330 0.1063 630 0.1971 930 0.1195 1230 0.0958 1530 0.0023
40 0.0008 340 0.1105 640 0.1971 940 0.1188 1240 0.0958 1540 0.0015
50 0.0027 350 0.1178 650 0.1909 950 0.1184 1250 0.0959 1550 0.0010
60 0.0052 360 0.1272 660 0.1807 960 0.1182 1260 0.0959 1560 0.0006
70 0.0078 370 0.1345 670 0.1742 970 0.1181 1270 0.0960 1570 0.0004
80 0.0103 380 0.1405 680 0.1702 980 0.1180 1280 0.0960 1580 0.0003
90 0.0126 390 0.1455 . 690 0.1677 990 0.1180 1290 0.0961 1590 0.0002
100 0.0148 400 0.1498 700 0.1663 1000 0.1181 1300 0.0961 1600 0.0001
110 0.0176 410 0.1656 710 0.1655 1010 0.1139 1310 0.0962 1610
120 0.0210 420 0.1892 720 0.1651 1020 0.1071 1320 0.0962 1620
130 0.0237 430 0.2063 730 0.1649 1030 0.1027 1330 0.0963 1630
140 0.0260 440 0.2341 740 0.1649 1040 0.0999 1340 0.0963 1640
150 0.0279 450 0.2693 750 0.1651 1050 0.0981 1350 0.0964 1650
160 0.0294 460 0.3500 760 0.1653 1060 0.0970 1360 0.0964 1660
170 0.0320 470 0.5351 770 0.1593 1070 0.0963 1370 0.0965 1670
180 0.0352 480 . 0.6368 780 0.1494 1080 0.0958 1380 0.0965 1680 \ 190 0.0377 490 0.5764 790 0.1431 1090 0.0956 1390 0.0966 1690
·200 0.0403 500 0.4886 800 0.1391 1100 0.0954 1400 0.0966 1700
210 0.0432 510 0.4157 810 0.1366 1110 0.0954 1410 0.0966 1710
220 0.0463 520 0.3696 820 0.1350 . 1120 0.0953 1420 0.0967 1720
230 0.0511 530 0.3229 830 0.1341 1130 0.0953 1430 0.0967 1730
240 0.0572 540 0.2756 840 0.1335 1140 0.0954 1440 0.0968 1740
250 0.0625 550 0.2454 850 0.1332 1150 0.0954 1450 0.0795 1750
260 0.0672 560 0.2263 860 0.1331 1160 0.0954 1460 0.0511 1760
270 0.0715 570 0.2143 870 0.1331 1170 0.0955 14 70 0.0329 1770
280 0.0754 580 0.2068 880 0.1331 1180 0.0955 1480 0.0211 1780
290 0.0817 590 0.2023 890 0.1303 1190 0.0956 1490 0.0136 1790
300 0.0897 600 0.1996 900 0.1256 1200 0.0956 1500 0.0087 1800
10/17/05 4:23:45 pm Casey Engineering page 27
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: A84 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.12 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.12 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.10cfs VOL: 0.04 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) . (cfsr (min) (cfs) (min) (cfs) (min) (cfs)
:::;::;:::::::::::::;;:;;;::;:;;::::::::::::=:::;:::::==================================================
10 310 0.0210 610 0.0248 910 0.0145 1210 0.0113 1510 0.0001
20 320 0.0214 620 0.0248 920 0.0143 1220 0.0113 1520
30 330 0.0217 630 0.0248 930 0.0142 1230 0.0113 1530
40 0.0004 340 0.0218 640 0.0248 940 0.0141 1240 0.0113 .1540
50 0.0012 350 0.0229 650 0.0236 950 0.0141 1250 0.0113 1550
60 0.0022 360 0.0243 660 0.0219 960 0.0141 1260 0.0113 1560
70 0.0032 370 0.0250 670 0.0211 970 0.0141 1270 0.0113 1570
80 0.0041 380 0.0255 680 0.0207 980 0.0141 1280 0.0113 1580
90 0.0048 390 0.0257 690 0.0205 990 0.0141 1290 0.0113 1590
100 0.0055 400 0.0258 700 0.0204 1000 0.0141 1300 0.0113 1600
110 0.0066 410 0.0286 710 0.0203 1010 0.0134 1310 0.0113 1610
120 0.0078 420 0.0327 720 0.0203 1020 0.0123 1320 0.0113 1620
130 0.0087 430 0.0348 730 0.0203 1030 0.0118 1330 0.0113 1630
140 0.0093 440 0.0391 740 0.0203 1040 0.0115 1340 0.0113 1640
150 0.0099 . 450 0.0445 750 0.0203 1050 0.0114 1350 0.0113 1650
160 0.0103 460 0.0583 760 0.0203 1060 0.0114 1360 0.0113 1660
170 0.0113 470 . 0.0905 770 0.0192 1070 0.0113 1370 0.0113 1670
180 0.0124 480 0.1018 780 0.0176 1080 0.0113 1380 0.0113 1680
190 0.0132 490 0.0824 790 0.0169 1090 0.0113 1390 0.0113 1690
200 0.013 7 500 0.0632 800 0.0165 1100 0.0113 1400 0.0113 1700
210 0.0141 510 0.0504 810 0.0163 1110 0.0113 1410 0.0113 1710
220 0.0144 520 0.0440 820 0.0162 1120 0.0113 1420 0.0113 1720
230 0.0152 530 0.0376 830 0.0161 1130 0.0113 1430 0.0113 1730
240 0.0164 540 0.0311 840 0.0161 1140 0.0113 1440 0.0113 1740
250 0.0171 550 0.0279 850 0.0161 1150 0.0113 1450 0.0085 1750
260 0.0175 560 0.0263 860 0.0161 1160 0.0113 1460 0.0042 1760
270 0.0178 570 0.0255 870 0.0161 1170 0.0113 14 70 0.0021 1770
280 0.0180 580 0.0251 880 0.0161 1180 o . 0113 1480 0.0011 1780
290 0.0189 590 0.0249 890 0.0156 1190 0.0113 1490 0.0005 1790
300 0.0203 600 0.0248 900 0.0148 1200 0.0113 1500 0.0003 1800
10/17/05 4:23:45 pm Casey Engineering page 28
HONEY· CREEK EAST
REVISED POND DESIGN
=========~===========================================================
DETAIL BASIN SUMMARY
BASIN ID: B36 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.65 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.23 Acres 0.42 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.49 cfs VOL: 0.18 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF. RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (cfs) (min) (cfs) (min) (efs) (min) (efs) (min) (efs)
========================================================================================================
10 310 0.0854 610 0.1243 910 0.0745 1210 0.0587 1510 0.0007
20 320 0.0881 620 0.1244 920 0.0736 1220 0.0588 1520 0.0003
30 0.0001 330 0.0900 630 0.1245 930 0.0731 1230 0.0588 1530 0.0002
40 0.0014 340 0.0916 640 0.1247 940 0.0729 1240 0.0588 1540
50 0.0042 350 0.0968 650 0.1192 950 0.0729 1250 0.0588 1550
60 0.0077 360 0.1038 660 0.1108 960 0.0728 1260 0.0588 1560
70 0.0111 370 0.1080 670 0.1067 970 0.0728 1270 . 0.0588 1570
80 0.0142 380 0.1107 680 0.1047 980 0.0729 1280 0.0589 1580
90 0.0170 390 0.1126 690 0.1037 990 0.0729 1290 0.0589 1590
100 0.0193 400 0.1142 700 0.1033 1000 0.0729 1300 0.0589 1600
110 0.0229 410 0.1276 710 0.1032 1010 0.0693 1310 0.0589 1610
120 0.0272 420 0·.1471 720 0.1032 1020 0.0638 1320 0.0589 1620
130 0.0303 430 0.1578 730 0.1032 1030 0.0611 1330 0.0589 1630
140 0.0327 440 0.1788 740 0.1033 1040 0.0598 1340 0.0589 1640
150 0.0346 450 0.2051 750 0.1034 1050 0.0591 1350 0.0590 1650
160 0.0361 460 0.2722 760 0.1034 1060 0.0588 1360 0.0590 1660
170 0.0394 470 0.4284 770 0.0981 1070 0.0587 1370 0.0590 1670
180 0.0435 480 0.4868 780 0.0901 1080 0.0586 1380 0.0590 1680
190 0.0462 490 0.3969 790 0.0861 1090 0.0586 1390 0.0590 1690
200 0.0484 500 0.3063 800 0.0842 1100 0.0586 1400 0.0590 1700
210 0.0503 510 0.2456 810 0.0832 1110 0.0586 1410 0.0591 1710
220 0.0520 520 0.2156 820 0.0828 1120 0.0586 1420 0.0591 1720
230 0.0560 530 0.1849 830 0.0826 1130 0.0586 1430 0.0591 1730
240 0.0611 540 0.1537 840 0.0825 1140 0.0586 1440 0.0591 1740
250 0.0646 550 0.1383 850 0.0825 1150 0.0586 1450 0.0443 1750
260 0.0670 560 0.1307 860 0.0825 1160 0.0587 1460 0.0222 1760
270 0.0690 570 0.1270 870 0.0826 1170 0.0587 1470 0.0111 1770
280 0.0707 580 0.1253 880 0.0826 1180 0.0587 1480 0.0055 1780
290 0.0753 590 0.1245 890 0.0801 1190 0.0587 1490 0.0028 1790
300 0.0816 600 0.1243 900 0.0764 1200 0.0587 1500 0.0014 1800
10/17/05 4:23:45 pm Casey Engineering page 29
HONEY CREEK EAST
REVISED POND DESIGN
========================================================.=============
DETAIL BASIN SUMMARY
BASIN ID: B37 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.82 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.34 Acres 0.48 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.60 cfs VOL: 0.22 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) . (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
=:::::::::::::=::::::;::::::::::::;::::::::::::::::===:::::::;::::::::::::::=::::::=:::::===:::::=:==:::
10 310 0.1016 610 0.1546 910 0.0931 1210 0.0736 1510 0.0009
20 320 0.1050 620 0.1548 920 0.0920 1220 0.0736 1520 0.0004
30 0.0001 330 0.1076 630 0.1550 930 0.0915 1230 0.0736 1530 0.0002
40 0.0016 340 0.1098 640 0.1552 940 0.0912 1240 0.0737 1540 0.0001
50 0.0048 350 0.1162 650 0.1484 950 0.0911 1250 0.0737 1550
60 0.0088 360 0.1249 660 0.1380 960 0.0911 1260 0.073 7 1560
70 0.0127 370 0.1302 670 0.1329 970 0.0911 1270 0.0737 1570
80 0.0162 380 0.1337 680 0.1305 980 0.0911 1280 0.073 7 1580 .
90 0.0194 390 0.1363 690 0.1293 990 0.0912 1290 0.0738 1590
100 0.0221 400 0.1384 700 0.1288 1000 0.0912 1300 0.0738 1600
110 0.0262 410 0.1550 710 0.1287 1010 0.0867 1310 0.0738 1610
120 0.0311 420 0.1791 720 0.1287 1020 0.0799 1320 0.0738 1620
130 0.034 7 430 0.1924 730 0.1287 1030 0.0765 1330 0.0739 1630
140 0.0374 440 0.2183 740 0.1288 1040 0.0748 1340 0.0739 1640
150 0.0395 450 0.2509 750 0.1290 1050 0.0740 1350 0.0739 1650
160 0.0413 460 0.3339 760 0.1291 1060 0.0736 1360 0.0739 1660
170 0.0450 470 0.5271 770 0.1225 1070 0.0734 1370 0.0739 1670
180 0.0498 480 0.6002 780 0.1125 1080 0.0733 1380 0.0740 1680
190 0.0529 490 0.4900 790· 0.1076 1090 0.0733 1390 0.0740 1690
200 0.0554 500 0.3786 800 0.1051 1100 0.0733 1400 0.0740 1700
210 0.0578 510 0.3039 810 0.1040 1110 0.0733 1410 0.0740 1710
220 0.0600 520 0.2671 820 0.1034 1120 0.0734 1420 0.0741 1720
230 0.0649 530 0.2292 830 0.1032 1130 0.0734 1430 0.0741 1730
240 0.0711 540 0.1907 840 0.1031 1140 0.0734 1440 0.0741 1740
250 0.0754 550 0.1716 850 0.1031 1150 0.0734 1450 0.0556 1750
260 0.0786 560 0.1623 860 0.1031 1160 0.0735 1460 0.0278 1760
270 0.0811 570 0.1578 870 0.1032 1170 0.0735 1470 0.0139 1770
280 0.0833 580 0.1557 880 0.1033 1180 0.0735 1480 0.0069 1780
290 0.0891 590 0.1549 890 0.1002 1190 0.0735 1490 0.0035 1790
300 0.0968 600 0.1546 900 0.0955 1200 0.0736 1500 0.0017 1800
10/17/05 4:23:45 pm Casey Engineering page 30
HONEY CREEK EAST
REVISED POND DESIGN
====================================~================================
DETAIL BASIN SUMMARY
BASIN ID': B39 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.47 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : . 0.23 Acres 0.24 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.33 cfs VOL: 0.12 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0539 610 0.0871 910 0.0528 1210 0.0418 1510 0.0005
20 320 0.0559 620 0.0872 920 0.0522 1220 0.0418 1520 0.0002
30 330 0.0575 630 0.0874 930 0.0519 1230 0.0418 1530 0.0001
40 0.0008 340 0.0589 640 0.0875 940 0.0517 1240 0.0419 1540
50 0.0024 350 0.0625 650 0.0837 950 0.0517 1250 0.0419 1550
60 0.0044 360 0.0674 660 0.0779 960 0.0517 1260 0.0419 1560
70 0.0063 370 0.0704 670 0.0750 970 0.0517 1270 0.0419 1570
80 0.0081 380 0.0725 680 0.0737 980 0.0517 1280 0.0419 1580
90 0.0097 390 0.0741 690 0.0730 990 0.0517 1290 0.0419 . 1590
100 0.0110 400 0.0754 700 0.0728 1000 0.0518 1300 0.0419 1600
110 0.0131 410 0.0846 710 0.0727 1010 0.0492 1310 0.0420 1610
120 0.0156 420 0.0980 720 0.0727 1020 0.0453 1320 0.0420 1620
130 0.0173 430 0.1055 730 0.0728 1030 0.0434 1330 0.0420 1630
140 0.0187 440 0.1201 740 0.0728 '1040 0.0425 1340 0.0420 1640
150 0.0198 450 0.1383 750 0.0729 1050 0.0420 1350 0.0420 1650
160 0.0206 460 0.1847 760 0.0730 1060 0.0418 1360 0.0420 1660
170 0.0225 470 0.2927 770 0.0693 1070 0.0417 1370 0.0421 1670
180 0.0249 480 0.3341 780 0.0637 1080 0.0416 1380 0.0421 1680
190 0.0265 490 0.2734 790 0.0609 1090 0.0416 1390 0.0421 1690
200 0.0278 500 0.2115 800 0.0595 1100 0.0416 1400 0.0421 1700
210 0.0292 510 0.1700 810 0.0588 1110 0.0416 1410 0.0421 1710
220 0.0305 520 0.1496 820 0.0585 1120 0.0417 1420 0.0421 1720
230 0.0331 530 0.1285 830 0.0584 1130 0.0417 1430 0.0421 1730
240 0.0365 540 0.1070 840 0.0584 1140 0.0417 1440 0.0421 1740
250 0.0389 550 0.0964 850 0.0584 1150 0.0417 1450 0.0316 1750
260 0.0408 560 0.0912 860 0.0584 1160 0.0417 1460 0.0158 1760
270 0.0423 570 0.0887 870 0.0585 1170 0.0417 1470 0.0079 1770
280 0.0437 580 0.0876 880 ,0.0585 1180 0.0418 1480 0.0040 1780
290 0.0469 590 0.0872 890 0.0568 1190 0.0418 1490 0.0020 1790
300 0.0512 600 0.0870 900 0.0541 1200 0.0418 1500 0.0010 1800
10/17/05 4:23:45 pm Casey Engineering page 31
HONEY CREEK EAST
REVISED POND DESIGN
======~7=============================================================
DETAIL BASIN SUMMARY
BASIN ID: B40 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.66 Acres BASEFLOWS: 0.00 cfs
. RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.34 Acres 0.32 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.46 cfs VOL: 0.17 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
======================================================:::::==:=:::::::::::==::::::::=::::::=::=======:::
10 310 0.0736 610 0.1216 910 0.0738 1210 0.0585 1510 0.0007
20 320 0.0765 620 0.1217 920 0.0730 1220 0.0585 1520 0.0003
30 330 0.0787 630 0.1220 930 0.0725 1230 0.0586 1530 0.0002
40 0.0010 340 0.0807 640 0.1222 940 0.0724 1240 0.0586 1540
50 0.0032 350 0.0858 650 0.1169 950 0.0723 1250 0.0586 1550
60 0.0059 360 0.0925 660 0.1088 960 0.0723 1260 0.0586 1560
70 0.0085 370 0;0968 670 0.1048 970 0.0723 1270 0.0587 1570
80 0.0108 380 0.0998 680 0.1029 980 0.0723 1280 0.0587 1580
90 0.0129 390 0.1021 690 0.1020 990 0.0724 1290 0.0587 1590
100 0.0147 400 0.1040 700 0.1017 1000 0.0724 1300 0.0587 1600
110 0.0175 410 0.1168 710 0.1016 1010 0.0688 1310 0.0588 1610
120 0.0207 420 0.1354 720 0.1016 1020 0.0634 1320 0.0588 1620
130 0.0231 430 0.1459 730 0.1017 1030 0.0608 1330 0.0588 1630
140 0.0249 440 0.1662 740 0.1018 1040 0.0594 1340 0.0588 1640
150 0.0263 450 0.1916 750 0.1019 1050 0.0588 1350 0.0588 1650
160 0.0275 460 0.2561 760 0.1021 1060 0.0585 1360 0.0589 1660
170 0.0300 470 0.4065 770 0.0969 1070 0.0583 1370 0.0589 1670
180 0.0332 480 0.4645 780 0.0890 1080 0.0583 1380 0.0589 1680
190 0.0353 490 0.3802 790 0.0851 1090 0.0583 1390 0.0589 1690
200 0.0371 500 0.2944 800 0.0832 1100 0.0583 1400 0.0590 . 1700
210 0.0390 510 0.2367 810 0.0823 1110 0.0583 1410 0.0590 1710
220 0.0409 520 0.2084 820 0.0819 1120 0.0583 1420 0.0590 1720
230 0.0446 530 0.1791 830 0.0817 1130 0.0583 1430 0.0590 1730
240 0.0493 540 0.1492 840 0.0816 1140 0.0583 1440 0.0590 1740
250 0.0526 550 0.1344 850 0.0817 1150 0.0584 1450 0.0443 1750
260 0.0552 560 0.1272 860 0.0817 1160 0.0584 1460 0.0221 1760
270 0.0574 570 0.1238 870 0.0818 1170 0.0584 1470 0.0111 1770
280 0.0594 580 0.1222 880 0.0818 1180 0.0585 1480 0.0055 1780
290 0.0639 590 0.1216 890 0.0794 1190 0.0585 1490 0.0028 1790
300 0.0698 600 0.1215 900 0.0757 1200 0.0585 1500 0.0014 1800
10/17/05 4:23:45 pm Casey Engineering page 32
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B42 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.24 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.24 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.20 cfs VOL: 0.07 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
==============:=========================:::::=========:::=::::::::::::::::::::::::::::::=:::::::::::::::
10 310 0.0420 610 0.0496 910 0.0289 1210 0.0226 1510 0.0003
20 320 0.0428 620 0.0495 920 0.0286 1220 . 0.0226 1520 0.0001
30 330 0.0433 630 0.0495 930 0.0284 1230 0.0226 1530
40 0.0008 340 0.0437 640 0.0495 940 0.0283 1240 0.0226 1540
50 0.0024 350 0.0457 650 0.0473 950 0.0282 1250 0.0226 1550
60 0.0044 360 0.0486 660 0.0439 960 0.0282 1260 0.0226 1560
70 0.0063 370 0.0501 670 0.0422 970 0.0282 1270 0.0226 1570
80 0.0081 380 0.0509 680 0.0414 980 0.0282 1280 0.0226 1580
90 0.0097 390 0.0514 690 0.0409 990 0.0282 1290 0.0226 1590
100 0.0110 400 0.0517 700 0.0407 1000 0.0282 1300 0.0226 1600
110 0.0131 410 0.0573 710 0.0406 1010 0.0268 1310 0.0226 1610
120 0.0156 420 0.0655 720 0.0406 1020 0.0247 1320 0.0226 1620
130 0.0173 430 0.0697 730 0.0406 1030 0.0236 1330 0.0226 1630
140 0.0187 440 0.0782 740 0.0406 1040 0.0231 1340 0.0226 1640
150 0.0198 450 0.0890 750 0.0406 1050 0.0228 1350 0.0226 1650
160 0.0206 460 0.1167 760 0.0406 1060 0.0227 1360 0.0226 1660
170 0.0225 470 0.1809 770 0.0385 1070 0;0226 1370 0.0226 1670
180 0.0249 480 0.2036 780 0.0353 1080 0.0226 1380 0.0226 1680
190 0.0264 490 0.1647 790 0.0337 1090 0.0226 1390 0.0226 1690
200 0.0274 500 0.1263 800 0.0329 1100 0.0226 1400 0.0226 1700
210 0.0282 510 0.1007 810 0.0325 1110 0.0226 1410 0.0226 1710
220 0.0288 520 0.0879 820 0.0323 1120 0.0226 1420 0.0226 1720
230 0.0305 530 0.0751 830 0.0322 1130 0.0226 1430 0.0226 1730
240 0.0328 540 0.0622 840 0.0322 1140 0.0226 1440 0.0226 1740
250 0.0341 550 0.0558 850 0.0322 1150 0.0226 1450 0.0169 1750
260 0.0350 560 0.0526 860 0.0321 1160 0.0226 1460 0.0085 1760
270 0.0356 570 0.0510 870 0.0321 1170 0.0226 1470 0.0042 1770
280 0.0360 580 0.0502 880 0.0321 1180 0.0226 1480 0.0021 1780
290 0.0379 590 0.0498 890 0.0312 1190 0.0226 1490 0.0011 1790
300 0.0405 600 0.0497 900 0.0297 1200 0.0226 1500 0.0005 1800
10/17/05 4:23:45 pm Casey Engineering page 33
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B43 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.36 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.10 Acres 0.26 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.28 cfs VOL: 0.10 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME . DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (efs) (min) (efs) (min) (efs) (min) (efs) (min) (efs)
========================================================================================================
10 310 0.0507 610 0.0700 910 0.0417 1210 0.0328 1510 0.0004
20 320 0.0521 620 0.0700 920 0.0412 1220 0.0328 1520 0.0002
30 330 0.0531 630 0.0701 930 0.0410 1230 0.0328 1530
40 0.0008 340 0.0539 640 0.0702 940 0.0408 1240 0.0328 1540
50 0.0026 350 0.0568 650 0.0671 950 0.0408 1250 0.0329 1550
60 0.0048 360 0.0608 660 0.0623 960 0.0408 1260 0.0329 1560
70 0.0069 370 0.0631 670 0.0600 970 0.0408 1270 0.0329 1570
80 0.0088 380 0.0645 680 0.0589 980 0.0408 1280 0.0329 1580
90 0.0105 390 0.0655 690 0.0583 990 0.0408 1290 0.0329 1590
100 0.0120 ' 400 0.0663 700 0.0581 1000 0.0408 1300 0.0329 1600
110 0.0142 410 0.0739 710 0.0580 1010 0.0388 1310 0.0329 1610 .
120 0.0168 420 0.0851 720 0.0579 1020 0.0357 1320 0.0329 . 1620
130 0.0188 430 0.0911 730 0.0579 1030 0.0342 1330 0.0329 1630
140 0.0202 440 0.1029 740 0.0580 1040 0.0334 1340 0.0329 1640
150 0.0214 450 0.1178 750 0.0580 1050 0.0331 1350 0.0329 1650
160 0.0223 460 0.1560 760 0.0581 1060 0.0329 1360 0.0329 1660
170 0.0244 470 0.2446 770 0.0551 1070 0.0328 1370 0.0329 1670
180 0.0270 480 0.2773 780 0.0506 1080 0.0328 1380 0.0329 1680
190 0.0286 490 0.2257 790 0.0483 1090 0.0327 1390 0.0329 1690
200 0.0299 500 0.1739 800 0.0472 1100 0.0327 1400 0.0330 1700
210 0.0309 510 0.1393 810 0.0467 1110 0.0327 1410 0.0330 1710
220 0.0319 520 0.1221 820 0.0464 1120 0.0328 1420 0.0330 1720
230 0.0342 530 0.1046 830 0.0463 1130 0.0328 1430 0.0330 1730
240 0.0372 540 0.0869 840 0.0463 1140 0.0328 1440 0.0330 1740
250 0.0391 550 0.0781 850 0.0462 1150 0.0328 1450 0.0247 1750
260 0.0404 560 0.0738 860 0.0463 1160 0.0328 1460 0.0124 1760
270 0.0415 570 0.0717 870 0.0463 1170 0.0328 1470 0.0062 1770
280 0.0423 580 0.0707 880 0.0463 1180 0.0328 1480 0.0031 1780
290 . 0.0450 590 0.0702 890 0.0449 1190 0.0328 1490 0.0015 1790
300 0.0485 600 0.0700 900 0.0428 1200 0.0328 1500 0.0008 1800
10/17/05 4:23:45 pm _ Casey Engineering page 34
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B44 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.71 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.37 Acres 0.34 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.50 cfs VOL: 0.18 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
=============================================:========:::=======::======================================
10 310 0.0787 610 0.1306 910 0.0794 1210 0.0629 1510 0.0007
20 320 0.0818 620 0.1308 920 0.0784 1220 0.0629 1520 0.0004
30 330 0.0842 630 0.1311 930 0.0780 1230 0.0630 1530 0.0002
40 0.0011 340 0.0863 640 0.1313 940 0.0778 1240 0.0630 1540
50 0.0034 350 0.0918 650 0.1256 950 0.0777 1250 0.0630 1550
60 0.0062 360 0.0990 660 0.1169 960 0.0777 1260 0.0630 1560
70 0.0090 370 0.1036 670 0.1126 970 0.0777 1270 0.0631 1570
80 0.0115 380 0.1069 680 0.1105 980· 0.0778 1280 0.0631 1580
90 0.013 7 390 0.1093 690 0.1096 990 0.0778 1290 0.0631 1590
100 0.0156 400 0.1114 700 0.1092 1000 0.0778 1300 0.0631 1600
110 0.0186 410 0.1252 710 0.1091 1010 0.0740 1310 0.0632 1610
120 0.0220 420 0.1451 720 0.1092 1020 0.0682 1320 0.0632 1620
130 0.0245 , 430 0.1564 730 0.1093 1030 0.0653 1330 0.0632 1630
140 0.0265 440 0.1782 740 0.1094 1040 0.0639 1340 0.0632 1640
150 0.0280 450 0.2055 750 0.1095 1050 0.0632 1350 0.0633 1650
160 0.0292 460 0.2747 760 0.10,97 1060 0.0628 1360 0.0633 1660
170 0.0319 470 0.4361 770 0.1041 1070 0.0627 1370 0.0633 1670
180 0.0352 480 0.4985 780 0.0956 1080 0.0626 1380 0.0633 1680
190 0.0375 490 0.4081 790 0.0915 1090 0.0626 1390 0.0634 1690
200 0.0395 500 0.3160 800 0.0894 1100 0.0626 1400 0.0634 1700
210 0.0415 510 0.2542 810 0.0884 1110 0.0626 1410 0.0634 1710
220 0.0435 520 0.2238 820 0.0880 1120 0.0627 1420 0.0634 1720
230 0.0474 530 0.1924 830 0.0878 1130 0.0627 1430 0.0634 1730
240 0.0525 540 0.1602 840 0.0877 1140 0.0627 1440 0.0635 1740
250 0.0561 550 0.1444 850 0.0878 1150 0.0627 1450 0.0476 1750
260 0.0589 560 0.1366 860 0.0878 1160 0.0628 1460 0.0238 1760
270 0.0613 570 0.1330 870 0.0879 1170 0.0628 1470 0.0119 1770
280 0.0634 580 0.1313 880 0.0880 1180 0.0628 1480 0.0060 1780
290 0.0682 590 0.1306 890 0.0853 1190 0.0629 1490 0.0030 1790
300 0.0745 600 0.1305 900 0.0813 1200 0.0629 1500 0.0015 1800
10/17/05 4:23:45 pm Casey Engineering page 35
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B45 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.80 Acres BASEFLOWS: ' 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.46 Acres 0.34 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15~00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.55 cfs VOL: 0.20 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0834 610 0.1453 910 0.0887 1210 0.0704 1510 0.0008
20 320 0.0869 620 0.1455 920 0.0876 1220 0.0705 1520 0.0004
30 330 0.0897 630 0.1459 930 0.0871 1230 0.0705 1530 0.0002
40 0.0011 340 0.0922 640 0.1462 940 0.0869 1240 0.0705 1540 0.0001
50 0.0034 350 0.0983 650 0.1399 950 0.0869 1250 0.0706 1550
60 0.0062 360 0.1064 660 0.1302 960 0.0869 1260 0.0706 1560
70 0.0090 370 0.1116 670 0.1254 970 0.0869 1270 0.0706 1570
80 0.0115 380 0.1153 680 0.1232 980 0.0869 1280 0.0707 1580
90 0.013 7 390 0.1182 690 0.1222 990 0.0870 1290 0.0707 1590
100 0.0156 400 0.1207 700 0.1218 1000 0.0871 1300 0.0707 1600
110 0.0186 410 0.1359 710 0.1217 1010 0.0828 1310 0.0708 1610
120 0.0220 420 0.1578 720 0.1217 1020 0.0763 1320 0.0708 1620
130 0.0245 430 0.1704 730 0.1219 1030 0.0730 1330 0.0708 1630
140 0.0265 440 0.1945 740 0.1220 1040 0.0715 1340 0.0708 1640
150 0.0280 450 0.2248 750 0.1222 1050 0.0707 1350 0.0709 1650
160 0.0292 460 0.3013 760 0.1224 1060 0.0703 1360 0.0709 1660
170 0.0319 470 0.4799 770 0.1162 1070 .0.0701 1370 0.0709 H70
180 0.0352 480 0.5496 780 0.1067 1080 0.0701 1380 0.0710 1680
190 0.0375 490 0.4506 790 0.1021 1090 0.0701 1390 0.0710 1690
200 0.0396 500 0.3493 800 0.0998 1100 0.0701 1400 0.0710 1700
210 0.0419 510 0.2813 810 0.0987 1110 0.0701 1410 0.0710 1710
220 0.0441 520 0.2479 820 0.0982 1120 0.0701 1420 0.0711 1720
230 0.0485 530 0.2133 830 0.0980 1130 0.0702 1430 0.0711 1730
240 0.0539 540 0.1778 840 0.0980 1140 0.0702 1440 0.0711 1740
250 0.0580 550 0.1602 850 0.0980 1150 0.0702 1450 0.0533 1750
260 0.0612 560 0.1517 860 0.0981 1160 0.0703 1460 0.0267 1760
270 0.0639 570 0.1477 870 0.0982 1170 0.0703 1470 0.0133 1770
280 0.0664 580 0.1459 880 0.0983 1180 0.0703 1480 0.0067 1780
290 0.0717 590 0.1452 890 0.0953 1190 0.0704 1490 0.0033 1790
300 0.0787 600 0.1451 900 0.0909 1200 0.0704 1500 0.0017 1800
10/17/05 4:23:45 pm Casey Engineering page 36
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B46 NAME: 2YR 24HR STORM .
SBUH METHODOLOGY
TOTAL AREA ... , ... : 1.62 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.96 Acres 0.66 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.10' cfs VOL: 0.40 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIMB DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
:::::=::::=:;==:::==::==:::::::::::::::::=::==::::::::==================================================
10 310 0.1653 610 0.2929 910 0.1791 1210 0.1423 1510 0.0017
20 320 0.1725 620 0.2935 920 0.1770 1220 0.1424 1520 0.0008
30 0.0002 330 0.1783 630 0.2942 930 0.1760 1230 0.1425 1530 0.0004
40 0.0021 340 0.1834 640 0.2949 940 0.1756 1240 0.1425 1540 0.0002
50 0.0066 350 0.1958 650 0.2822 950 0.1754 1250 0.1426 1550 0.0001
60 0.0121 360 0.2120 660 0.2626 960 0.1754 1260 0.1427 1560
70 0.0175 370 0.2226 670 0.2531 970 0.1755 1270 0.1427 1570
80 0.0223 380 0.2301 680 0.2485 980 0.1756 1280 0.1428 1580
90 0.0266 390 0.2 3 61 690 0.2465 990 0.1757 1290 0.1429 1590
100 0.0304 400 0.2411 700 0.2457 1000 0.1759 1300 0.1429 1600
110 0.0360 410 0.2717 710 0.2455 1010 0.1672 1310 0.1430 1610
120 0.0428 420 0.3159 720 0.2457 1020 0.1541 1320 0.1431 1620
130 0.0476 430 0.3413 730 0.2459 1030 0 .. 14 76 1330 0.1431 1630
140 0.0514 440 . 0.3898 740 0.2463 1040 0.1444 1340 0.1432 1640
150 0.0543 450 0.4508 750 0.2467 1050 0.1428 1350 0.1432 1650
160 0.0567 460 0.6048 760 0.2471 1060 0.1420 1360 0.1433 1660
170 0.0619 470 0.9641 770 0.2345 1070 0.1417 1370 0.1434 1670
180 0.0684 480 1.1049 780 0.2155 1080 0.1416 1380 0.1434 1680
190 0.0728 490 0.9064 790 0.2061 1090 0.1416 1390 0.1435 1690
200 0.0770 500 0.7029 800 0.2015 1100 0.1416 1400 0.1435 1700
210 0.0816 510 0.5663 810 0.1993 1110 0.1416 1410 0.1436 1710
220 0.0862 520 0.4993 820 0.1983 1120 0.1417 1420 0.1436 1720
230 0.0949 530 0.4296 830 0.1980 1130 0.1418 1430 0.1437 1730
240 0.1058 540 0.3581 840 0.1979 1140 0.1418 1440 0.1438 1740
250 0.1139 550 0.3229 850 0.1980 1150 0.1419 1450 0.1078 1750
260 0.1205 560 0.3058 860 0.1981 1160 0.1420 1460 0.0539 1760
270 0.1261 570 0.2977 870 0.1983 1170 0.1421 1470 0.0270 1770
280 0.1311 580 0.2942 880 0.1985 1180 0.1421 1480 0.0135 1780
290 0.1419 590 0.2928 890 '0.1925 1190 0.1422 1490 0.0067 1790
300 0.1558 600 0.2926 900 0.1836 1200 0.1423 1500 0.0034 1800
10/17/05 4:23:45 pm Casey Engineering page 37
HONEY CREEK EAST
REVISED POND DESIGN
===============================================~=====================
DETAIL BASIN SUMMARY
BASIN ID: B47 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 5.71 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 3.42 Acres 2.29 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF:' 0.20
PEAK RATE: 3.88 cfs VOL: 1.40 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DBSIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.5783 610 1.0309 910 0.6308 1210 0.5013 1510 0.0059
20 320 0.6036 620 1.0330 920 0.6233 1220 0.5015 1520 0.0030
30 0.0006 330 0.6243 630 1.0354 930 0.6198 1230 0.5018 1530 0.0015
40 0.0074 340 0.6423 640 1.0381 940 0.6183 1240 0.5020 1540 0.0007
50 0.0230 350 0.6858 650 0.9932 950 0.6178 1250 0.5023 1550 0.0004
60 0.0419 360 0.7429 660 0.9244 960 0.6178 1260 0.5025 1560 0.0002
70 0.0606 370 0.7801 670 0.8908 970 0.6181 1270 0.5027 1570
80 0.0775 380 0.8069 680 0.8748 980 0.6184 1280 0.5030 1580
90 0.0924 390 0.8280 690 0.8677 990 0.6189 1290 0.5032 1590
100 0.1053 400 0.8459 700 0.8649 1000 0.6193 1300 0.5034 1600
110 0.1250 410 0.9534 710 0.8644 1010 0.5887 1310 0.5036 1610
120 0.1484 420 1.1085 720 0.8648 1020 0.5426 1320 0.5039 1620
130 0.1653 430 1.1982 . 730 0.8658 1030 0.5197 1330 0.5041 1630
140 0.1782 440 1.3688 740 0.8671 1040 0.5084 1340 0.5043 1640
150 0.1885 450 1. 5832 750 0.8684 1050 0.5029 1350 0.5045 1650
160 0.1968 460 2.1247 760 0.8698 1060 0.5002 1360 0.5047 1660
170 0.214 7 470 3.3884 770 0.8257 1070 0.4991 1370 0.5049 1670
180 0.2374 480 3.8841 780 0.7587 1080 0.4986 1380 0.5051 1680
190 0.2528 490 3.1870 790 0.7256 1090 0.4985 1390 0.5054 1690
200 0.2673 500 2.4719 800 0.7094 1100 0.4986 1400 0.5056 1700
210 0.2834 510 1.9916 810 0.7018 1110 0.4988 1410 0.5058 1710
220 0.2997 520 1. 7562 820 0.6983 1120 0.4990 1420 0.5060 1720
230 0.3302 530 1.5112 830 0.6970 1130 0.4993 1430 0.5062 1730
240 0.3686 540 1. 2599 840 0.6967 1140 0.4995 1440 0.5064 1740
250 0.3972 550 1.1361 850 0.6970 1150 0.4998 1450 0.3798 1750
260 0.4203 560 1.0760 860 0.6975 1160 0.5000 1460 0.1899 1760
270 0.4401 570 1. 0476 870 0.6981 1170 0.5003 14 70 0.0950 1770
280 0.4579 580 1. 0351 880 0.6988 1180 0.5006 1480 0.0475 1780
290 0.4959 590 1. 0305 890 0.6780· 1190 0.5008 1490 0.0237 1790
300 0.5448 600 1.0297 900 0.6463 1200 . 0.5011 1500 0.0119 1800
10/17/05 4:23:45 pm Casey Engineering page 38
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN to: B48 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ... : ... : 0.16 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.16 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.14 cfs VOL: 0.05 Ac.:.ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (efs) (min) (efs) (min) (efs) (min) (efs) (min) (efs)
======================================================::::::::::::::::::::::::::::::::::::::::::::::::::
10 310 0.0280 610 0.0330 910 0.0193 1210 0.0151 1510 0.0002
20 320 0.0286 620 0.0330 920 0.0190 1220 0.0151 1520
30 330 0.0289 630 0.0330 930 0.0189 1230 0.0151 1530
40 0.0005 340 0.0291 640 0.0330 940 0.0189 1240 0.0151 1540
50 0.0016 350 0.0305 650 0.0315 950 0.0188 1250 0.0151 1550
60 . 0.0029 360 0.0324 660 0.0293 960 0.0188 1260 0.0151 1560
70 0.0042 370 0.0334 670 0.0281 970 0.0188 1270 0.Ot51 1570
80 0.0054 380 0.0339 680 0.0276 980 0.0188 1280 0.0151 1580
90 0.0065 390 0.0343 690 0.0273 990 0.0188 1290 0.0151 1590
100 0.0074 400 0.0345 700 0.0272 1000 0.0188 1300 0.0151 1600
110 0.0087 410 0.0382 710 0.0271 1010 0.0179 1310 0.0151 1610
120 0.0104 420 0.0437 720 0.0271 1020 0.0165 1320 0.0151 1620
130 0.0116 430 0.0465 730 0.0270 1030 0.0158 1330 0.0151 1630
140 0.0125 440 0.0522 740 0.0270 1040 0.0154 1340 0.0151 1640
150 0.0132 450 0.0593 750 0.0270 1050 0.0152 1350 0.0151 1650
160 0.0138 460 0.0778 760 0.0270 1060 0.0151 1360 0.0151 1660
170 0.0150 470 0.1206 770 0.0256 1070 0.0151 1370 0.0151 1670
180 0.0166 480 0.1357 780 0.0235 1080 0.0151 1380 0.0151 1680
190 0.0176 490 0.1098 790 0.0225 11090 0.0151 1390 0.0151 1690
200 0.0183 ·500 0.0842 800 0.0219 1100 0.0151 1400 0.0151 1700
210 0.0188 510 0.0672 810 0.0217 1110 0.0151 1410 0.0151 1710
220 0.0192 520 0.0586 820 0.0215 1120 0.0151 1420 0.0151. 1720
230 0.0203 530 0.0501 830 0.0215 1130 0.0151 1430 0.0151 1730
240 0.0219 540 0.0415 840 0.0215 1140 0.0151 1440 0.0151 1749
250 0.0228 550 0.0372 850 0.0214 1150 0.0151 1450 0.0113 1750
260 0.0233 560 0.0351 860 0.0214 1160 0.0151 1460 0.0056 1760
270 0.0237 570 0.0340 870 0.0214 1170 0.0151 1470 0.0028 1770
280 0.0240 580 0.0335 880 0.0214 1180 0.0151 1480 0.0014 1780
290 0.0253 590 0.0332 890 0.0208 1190 0.0151 1490 0.0007 1790
300 0.0270 600 0.0331 900 0.0198 1200 0.0151 1500 0.0004 1800
10/17/05 4: 23: 45 pm . Casey' Engineering page 39
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B60 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.65 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.40 Acres 0.25 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.44 cfs VOL: 0.16 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0645 610 0.1169 910 0.0716 1210 0.0570 1510 0.0007
20 320 0.0674 620 0.1171 920 0.0708 1220 0.0570 1520 0.0003
30 330 0.0698 630 0.1174 930 0.0704 1230 0.0570 1530 0.0002
40 0.0008 340 0.0719 640 0.1177 940 0.0702 1240 0.0570 1540
50 0.0025 350 0.0768 650 0.1127 950 0.0702 1250 0.0571 1550
60 0.0046 360 0.0833 660 0.1048 960 0.0702 1260 0.0571 1560
70 0.0066 370 0.0875 670 0.1010 970 0.0702 1270 0.0571 1570
80 0.0085 380 0.0906 680 0.0992 980 0.0702 1280 0.0571 1580
90 0.0101 390 0.0930 690 0.0984 990 0.0703 1290 0.0572 1590
100 0.0115 400 0.0951 700 0.0981 1000 0.0703 1300 0.0572 1600
110 0.0136 410 0.1073 710 0.0981 1010 0.0669 1310 0.0572 1610
120 0.0162 420 0.1248 720 0.0981 1020 0.0616 1320 0.0573 1620
130 0.0180 430 0.1350 730 0.0983 1030 0.0590 1330 0.0573 1630
140 0.0195 440 0.1543 740 0.0984 1040 0.0577 1340 0.0573 1640
150 0.0206 450 0.1786 750 0.0986 1050 0.0571 1350 0.0573 1650
160 0.0215 460 0.2398 760 0.0987 1060 0.0568 1360 0.0574 1660
170 0.0234 470 0.3829 770 0.0937 1070 0.0567 1370 0.0574 1670
180 0.0259 480 0.4392 780 0.0861 1080 0.0566 1380 0.0574 1680
190 0.0276 490 0.3605 790 0.0824 1090 0.0566 1390 0.0574 1690
200 0.0292 500 0.2797 800 0.0805 1100 0.0566 1400 0.0575 1700
210 0.0310 510 0.2254 810 0.0797 1110 0.0567 1410 0.0575 1710
220 0.0329 520 0.1989 820 0.0793 1120 0.0567 1420 0.0575 1720
230 0.0364 530 0.1712 830 0.0791 1130 0.0567 1430 0.0575 1730
240 0.0407 540 0.1427 840 0.0791 1140 0.0567 1440 0.0575 1740
250 0.0439 550 0.1287 850 0.0791 1150 0.0568 1450 0.0432 1750
260 0.0466 560 0.1219 860 0.0792 1160 0.0568 1460 0.0216 1760
270 0.0488 570 0.1187 870 0.0793 1170 0.0568 1470 0.0108 1770
280 0.0509 580 0.1173 880 0.0793 1180 0.0569 1480 0.0054 1780
290 0.0552 590 0.1168 890 0.0770 1190 0.0569 1490 0.0027 1790
300 0.0607 600 0.1167 900 0.0734 1200 0.0569 1500 0.0013 1800
10/17/05 4:23:45 pm Casey Engineering page 40
HONEY CREEK EAST
REVISED POND DESIGN
==================~==================================================
DETAIL BASIN SUMMARY
BASIN ID: B61 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 2.29 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 1.36 Acres 0.93 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.56 cfs VOL: 0.56 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
====================~===================================================================================
10 310 0.2334 610 0.4139 910 0.2532 1210 0.2012 1510 0.0024
20 320 0.2435 620 0.4148 920 0.2502 1220 0.2013 1520 0.0012
30 0.0002 330 0.2518 630 0.4157 930 0.2488 1230 0.2014 1530 0.0006
40 0.0030 340 0.2589 640 0.4168 940 0.2482 1240 0.2015 1540 0.0003
50 0.0093 350 0.2764 650 0.3.988 950 0.2480 1250 0.2016 1550 0.0001
60 0.0170 360 0.2993 660 0.3711 960 0.2480 1260 0.2016 1560
70 0.0246 370 0.3143 670 0.3576 970 0.2481 1270 0.2017 1570
80 0.0315 380 0.3250 680 0.3 512 980 0.2482 1280 0.2018 1580
90 0.0375 390 0.3334 690 0.3484 990 0.2484 1290 0.2019 1590
100 0.0428 400 0.3405 700 0.3472 1000 0.2485 1300 0.2020 1600
110 0.0508 410 0.3838 710 0.3470 1010 0.2363 1310 0.2021 1610
120 0.0603 420 0.4461 720 0.3472 1020 0.2178 1320 0.2022 1620
130 0.0671 430 0.4821 730 0.3476 1030 0.2086 1330 0.2023 1630
140 0.0724 440 0.5506 740 0.3481 1040 0.2040 1340 0.2024 1640
150 0.0765 450 0.6367 750 0.3486 1050 0.2018 1350 0.2024 1650
160 0.0799 460 0.8543 760 0.3492 1060 0.2008 1360 0.2025 1660
170 0.0872 470 1.3620 770 0.3314 1070 0.2003 1370 0.2026 1670
180 0.0964 480 1.5610 780 0.3045 1080 0.2001 1380 0.2027 1680
190 0.1026 490 1.2806 790 0.2912 1090 0.2001 1390 0.2028 1690
200 0.1085 500 0.9932 800 0.2848 1100 0.2001 1400 0.2029 1700
210 0.1150 510 0.8001 810 0.2817 1110 0.2002 1410 0.2029 1710
220 0.1215 520 0.7055 820 0.2803 1120 0.2003 1420 0.2030 1720
230 0.1338 530 0.6070 830 0.2798 1130 0.2004 1430 0.2031 1730
240 0.1492 540 0.5060 840 0.2797 1140 0.2005 1440 0.2032 1740
250 0.1607 550 0.4563 850 0.2798 1150 0.2006 1450 0.1524 1750
260 0.1699 560 0.4321 860 0.2800 ·1160 0.2007 1460 0.0762 1760
270 0.1779 570 0.4207 870 0.2802 1170 0.2008 14 70 0.0381 1770
280 0.1850 580 0.4157 880 0.2805 1180 0.2009 1480 0.0191 1780
290 0.2002 590 0.413 8 890 0.2721 1190 0.2010 1490 0.0095 1790
300 0 .. 2199 600 0.4135 900 0.2594 1200 0.2011 1500 0.0048 1800
10/17/05 4:23:45 pm Casey Engineering page 41
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SuMMARy
BASIN ID: B62 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.53 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.31 Acres 0.22 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.36 cfs VOL: 0.13 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0546 610 0.0960 910 0.0587 1210 0.0466 1510 0.0006 .
20 320 0.0569 620 0.0962 920 0.0580 1220 0.0466 1520 0.0003
30 330 0.0588 630 0.0964 930 0.0576 1230 0.0467 1530 0.0001
40 0.0007 340 0.0605 640 0.0967 940 0.0575 1240 0.0467 1540
50 0.0022 350 0.0645 650 0.0925 950 0.0575 1250 0.0467 1550
60 0.0040 360 0.0699 660 0.0861 960 0.0575 1260 0.0467 1560
70 0.0058 370 0.0733 670 0.0829 970 0.0575 1270 0.0467 1570
80 0.0074 380 0.0758 680 0.0814 980 0.0575 1280 0.0468 1580
90 0.0089 390 0.0777 690 0.0808 990 0.0576 1290 0.0468 1590
100 0.0101 400 0.0793 700 0.0805 1000 0.0576 noo 0.0468 1600
110 0.0120 410 0.0894 . 710 0.0805 1010 0.0548 1310 0.0468 1610
120 0.0143 420 0.1039 720 0.0805 1020 0.0505 1320 0.0468 1620
130 0.0159 430 0.1122 730 0.0806 1030 0.0483 1330 0.0469 1630
140 0.0171 440 0.1281 740 0.0807 1040 0.0473 1340 0.0469 1640
150 0.0181 450 0.1481 750 0.0808 1050 0.0468 1350 0.0469 1650
160 0.0189 460 0.1986 760 0.0809 1060 0.0465 1360 0.0469 1660
170 0.0206 470 0.3165 770 0.0768 1070 0.0464 1370 0.0469 1670
180 0.0228 480 0.3626 780 0.0706 1080 0.0464 1380 0.0470 1680
190 0.0243 490 0.2974 790 0.0675 1090 0.0464 1390 0.0470 1690
200 0.0257 500 0.2306 800 0.0660 1100 0.0464 , 1400 0.0470 1700
210 0.0271 510 0.1857 810 0.0653 1110 0.0464 1410 0.0470 1710
220 0.0287 520 0.1637 820 0.0650 1120 0.0464 1420 0.0470 1720
230 0.0315 530 0.1409 830 0.0648 1130 0.0464 1430 0.0471 1730
240 0.0351 540 0.1174 840 0.0648 1140 0.0464 1440 0.0471 1740
250 0.0378 550 0.1059 850 0.0648 1150 0.0465 1450 0.0353 1750
260 0.0399 560 0.1003 860 0.0649 1160 0.0465 1460 0.0177 1760
270 0.0417 570 0.0976 870 0.0649 1170 0.0465 1470 0.0088 1770
280 0.0434 580 0.0964 880 0.0650 1180 0.0465 1480 0.0044 1780
290 0.0469 590 0.0960 690 0.0631 1190 0.0466 1490 0.0022 1790
300 0.0515 600 0.0959 900 0.0601 1200 0.0466 1500 0.0011 1800
10/17/05 4:23:45 pm Casey Engineering page 42
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B63 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.46 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.39 Acres 0.07 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 1'5.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.28 cfs VOL: 0.10 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
======================================================::==:::=:::=:::=::=::==:::=:::=:::::=::::::::::=::
10 310 0.0325 610 0.0781 910 0.0489 1210 0.0392 1510 0.0005
20 320 0.0347 620 0.0784 920 0.0483 1220 0.0392 1520 0.0002
30 330 0.0367 630 0.0786 930 0.0481 1230 0.0392 1530 0.0001
40 0.0002 340 0.0384 640 0.0789 940 0.0480 1240 0.0393 1540
50 0.0007 350 0.0418 650 0.0756 950 0.0480 1250 0.0393 1550
60 0.0013 360 0.0460 660 0.0705 960 0.0480 1260 0.0393 1560
70 0.0019 370 0.0491 670 0.0680 970 0.0480 1270 0.0393 1570
80 0.0024 380 0.0515 680 0.0668 980 0.0481 1280 0.0394 1580
90 ,0.0028 390 0.0535 690 0.0663 990 0.0481 1290 0.0394 1590
100 0.0032 400 '0.0553 700 0.0662 1000 0.0482 1300 0.0394 1600
110 0.0038 410 0.0631 710 0.0662 1010 0.0458 1310 0.0394 1610
120 0.0045 420 0.0743 720 0.0663 1020 0.0422 1320 0.0395 1620
130 0.0051 430 0.0811 730 0.0664 1030 0.0404 1330 0.0395 1630
140 0.0054 440 0.0938 740 0.0666 1040 0.0396 1340 0.0395 1640
150 0.0058 450 0.1097 750 0.0667 1050 0.0392 1350 0.0395 1650
160 0.0060 460 0.1493 760 0.0669 1060 0.0390 1360 0.0396 1660
170 0.0066 470 0.2423 770 0.0635 1070 0.0389 1370 0.0396 1670
180 0.0073 480 0.2808 780 0.0584 1080 0.0389 1380 0.0396 1680
190 0.0078 4'90 0.2322 790 0.0559 1090 0.0389 1390 0.0396 1690
200 0.0086 500 0.1813 800 0.0547 1100 0.0389 1400 0.0397 1700
210 0.0099 510 0.1469 810 0.0541 1110 0.0389 1410 0.0397 1710
220 0.0113 520 0.1302 820 0.0539 1120 0.0389 1420 0.0397 1720
230 0.0134 530 0.1125 830 0.0538 1130 0.0390 1430 0.0397 1730
240 0.0159 540 0.0941 840 0.0538 1140 0.0390 1440 0.0397 1740
250 0.0181 550 0.0851 850 0.0539 1150 0.0390 1450 0.0298 1750
260 0.0201 560 0.0808 860 0.0539 1160 0.0390 1460 0.0149 1760
270 0.0219 570 0.0788 870 0.0540 1170 0.0391 14 70 0.0075 1770
280 0.0236 580 0.0780 880 0.0541 1180 0.0391 1480 0.0037 1780
290 0.0264 590 0.0778 890 0.0525 1190 0.0391 1490 0.0019 1790
300 0.0298 600 0.0779 900 0.0501 1200 0.0392 1500 0.0009 1800
10/17/05 4:23:45 pm Casey Engineering page 43
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B64 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.46 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.39 Acres 0.07 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min i5.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.28 cfs VOL: 0.10 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0325 610 0.0781 910 0.0489 1210 0.0392 1510 0.0005
20 320 0.0347 620 0.0784 920 0.0483 1220 0.0392 1520 0.0002
30 330 0.0367 630 0.0786 930 0.0481 1230 0.0392 1530 0.0001
40 0.0002 340 0.0384 640 0.0789 940 0.0480 1240 0.0393 1540
50 0.0007 350 0.0418 650 0.0756 950 0.0480 1250 0.0393 1550
60 0.0013 360 0.0460 660 0.0705 960 0.0480 1260 0.0393 1560
70 0.0019 370 0.0491 670 0.0680 970 0.0480 1270 0.0393 1570
80 0.0024 380 0.0515 680 0.0668 980 0.0481 1280 0.0394 1580
90 0.0028 390 0.0535 690 0.0663 990. 0.0481 1290 0.0394 1590
100 0.0032 400 0.0553 700 0.0662 1000 0.0482 1300 0.0394 1600
110 0.0038 410 0.0631 710 0.0662 1010 0.0458 1310 0.0394 1610
120 0.0045 420 0.0743 720 0.0663 1020 0.0422 1320 0.0395 1620
130 0.0051 430 0.0811 730 0.0664 1030 0.0404 1330 0.0395 1630
140 0.0054 440 0.0938 740 0.0666 1040 0.0396 1340 0.0395 1640
150 0.0058 450 0.1097 750 0.0667 1050 0.0392 1350 0.0395 1650
160 0.0060 460 0.1493 760 0.0669 1060 0.0390 1360 0.0396 1660
170 0.0066 470 0.2423 770 0.0635 1070 0.0389 1370 0.0396 1670
180 0.0073 480 0.2808 780 0.0584 1080 0.0389 1380 0.0396 1680
190 0.0078 490 0.2322 790 0.0559 1090 0.0389 1390 0.0396 1690
200 0.0086 500 0.1813 800 0.0547 1100 0.0389 1400 0.0397 1700
210 0.0099 510 0.1469 810 0.0541 1110 0.0389 1410 0.0397 1710
220 0.0113 520 0.1302 820 0.0539 1120 0.0389 1420 0.0397 1720
230 0.0134 530 0.1125 830 0.0538 1130 0.0390 1430 0.0397 1730
240 0.0159 540 0.0941 840 0.0538 1140 0.0390 1440 0.0397 1740
250 0.0181 550 0.0851 850 0.0539 1150 0.0390 1450 0.0298 1750
260 0.0201 560 0.0808 860 0.0539 1160 0.0390 1460 0.0149 1760
270 0.0219 570 0.0788 870 0.0540 1170 0.0391 1470 0.0075 1770
280 0.0236 580 0.0780 880 0.0541 1180 0.0391 1480 0.0037 1780
290 0.0264 590 0.0778 890 0.0525 1190 0.0391 1490 0.0019 1790
300 0.0298 600 0.0779 900 0.0501 1200 0.0392 1500 0.0009 1800
10/17/05 4:23:45 pm Casey Engineering page 44
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B65 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 8.01 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 4.64 Acres 3.37 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 5.49 cfs VOL: 1.98 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
::==:::::::::::::=:::::::::::::::::::::::::::==:::===::::===:::==::===:::===::==:::=:==::==:::::::=:::::
10 310 0.8306 610 1. 4530 910 0.8875 1210 0.7049 1510 0.0083
20 320 0.8659 620 1.4557 920 0.8769 1220 0.7052 1520 0.0042
30 0.0009 330 0.8945 630 1. 4591 930 0.8720 1230 0.7055 1530 0.0021
40 0.0110 340 0.9193 640 1.4626 940 0.8699 1240 0.7059 1540 0.0010
50 0.0338 350 0.9806 650 1.3993 950 0.8692 1250 0.7062 1550 0.0005
60 0.0617 360 1. 0612 660 1.3022 960 0.8691 1260 0.7065 1560 0.0003
70 0.0891 370 1.1133 670 1. 2548 970 0.8695 1270 0.7068 1570 0;0001
80 0.1141 380 1.1505 680 1.2323 980 0.8700 1280 0.7071 1580
90 0.1360 390 1.1797 690 1. 2221 990 0.8705 1290 0.7074 1590
100 0.1550 400 1.2043 700 1. 2182 1000 0.8711 1300 0.7078 1600
110 0.1840 410 1.3563 710 1.2172 1010 0.8281 1310 0.7081 1610
120 0 .. 2184 420 1.5758 720 1.2178 1020 0.7632 1320 0.7084 1620
130 0.2433 430 1. 7020 730 1.2192 1030 0.7310 1330 0.7087 1630
140 0.2623 440 1.9429 740 1.2208 1040 0.7150 1340 0.7090 1640
150 0.2773 450 2.2455 750 1.2227 1050 0.7073 1350 0.7092 1650
160 0.2897 460 3.0105 760 1.2245 1060 0.7036 1360 0.7095 1660
170 0.3160 470 4.7954 770 1.1624. 1070 0.7019 1370 0.7098 1670
180 0.3494 480 5.4929 780 1. 0680 1080 0.7013 1380 0.7101 1680
190 0.3719 490 4.5045 790 1.0213 1090 0.7011 1390 0.7104 1690
200 0.3927 500 3.4922 800 0.9986 1100 0.7013 1400 0.7107 1700
210 0.4153 510 2.8124 810 0.9878 1110 0.7015 1410 0.7109 1710
220 0.4382 520 2.4791 820 0.9829 1120 0.7018 1420 0.7112 1720
230 0.4814 530 2.1326 830 0.9810 1130 0.7021 1430 0.7115 1730
240 0.5360 540 1.7776 840 0.9806 1140 0.7025 1440 0.7118 1740
250 0.5763 550 1.6026 850 0.9809 1150 ·0.7028 1450 0.5339 1750
260 0.6085 560 1. 5175 860 0.9815 1160 0.7032 1460 0.2670 1760
270 0.6361 570 1. 4 773 870 0.9824 1170 0.7035 1470 0.1335 1770
280 0.6607 580 1.4594 880 0.9833 1180 0.7039 1480 0.0667 1780
290 0.7143 590 1. 4527 890 0.9540 1190 0.7042 1490 0.0334 1790
300 0.7836 600 1. 4515 900 0.9094 1200 0.7045 1500 0.0167 1800
10/17/05 4:23:45 pm Casey Engineering page 45
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B66 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.25 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.25 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.21 cfs VOL: 0.08 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DBSIGN TIME DESIGN TIMB DESIGN TIME DBSIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) . (cfs) (min) (cfs)
========================================================================================================
10 310 0,0437 610 0,0516 910 0,0301 1210 0,0235 1510 0,0003
20 320 0,0446 620 0,0516 920 0,0298 1220 0,0235 1520 0,0001
30 330 0,0452 630 0,0516 930 0,0296 1230 0,0235 1530
40 0,0008 340 0,0455 640 0,0516 940 0,0295 1240 0,0235 1540
50 0,0025 350 0,0476 650 0,0492 950 0,0294 1250 0,0235 1550
60 0,0046 360 0,0506 660 0,0457 960 0,0294 1260 0,0235 1560
70 0,0066 370 0,0522 670 0,0440 970 0,0294 1270 0,0235 1570
80 0,0085 380 0,0530 680 0,0431 980 0,0294 1280 0,0235 1580
90 0,0101 390 0,0535 690 0,0427 990 0,0294 1290 0,0235 1590
100 0,0115 400 0,0538 700 0,0424 1000 0,0294 1300 0,0235 1600
110 0,0136 410 0,0597 710 0,0423 1010 0,0279 1310 0,0235 1610
120 0,0162 420 0,0682 720 0,0423 1020 . 0,0257 1320 0,0235 1620
130 0,0180 430 0,0726 730 0,0423 1030 0,0246 1330 0,0235 1630
140 0,0195 440 0,0815 7~0 0,0423 1040 0,0241 1340 0,0235 1640
150 0,0206 450 0,0927 750 0,0423 1050 0,0238 1350 0,0235 1650
160 0,0215 460 0,1216 760 0,0423 1060 0,0236 1360 0,0235 1660
170 0,0234 470 0,1885 770 0,0401 1070 0,0236 1370 0,0235 1670
180 0,0259 480 0.2120 780 0,0368 1080 0,0235 1380 0,0235 1680
190 0,0275 490 0,1716 790 0,0351 1090 0,0235 1390 0,0235 1690
200 0,0286 500 0,1316 800 0,0343 1100 0,0235 1400 0,0235 1700
210 0,0293 510 0,1049 810 0,0339 1110 0,0235 1410 0,0235 1710
220 0,0300 520 0,0916 820 0,0337 1120 0,0235 1420 0,0235 1720
230 0,0318 530 0,0782 830 0,0336 1130 0,0235 1430 0,0235 1730
240 0,0342 540 0,0648 840 0,0335 1140 0,0235 1440 0,0235 1740
250 0,0356 550 0,0582 850 0,0335 1150 0,0235 1450 0,0177 1750
260 0,0364 560 0,0548 860 0,0335 1160 0,0235 1460 0,0088 1760
270 0,0370 570 0,0531 870 0,0335 1170 0,0235 1470 0,0044 1770
280 0,0375 580 0,0523 880 0,0335 1180 0,0235 1480 0,0022 1780
290 0,0395 590 0,0519 890 0,0325 1190 0,0235 1490 0,0011 1790
300 0,0422 600 0,0517 900 0,0309 1200 0,0235 1500 0,0006 1800
10/17/05 4:23:45 pm Casey Engineering page 46
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B67 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : ·0.25 Acres BASEFLOWS: 0;00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.00 Acres 0.25 Acres
TIME INTERVAL .... : 10.00 min CN .... : 0.00 98.00
TC .... : 0.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.21 cfs VOL: 0.08 Ac-ft TIME: 480 min
TIMB DBSIGN TIME DBSIGN TIMB DBSIGN TIMB DESIGN TIMB DBSIGN TIMB DBSIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) .(cfs) (min) (cfs) (min) (cfs) (min) (cfs)
======================================================:::::::::::::::::::::::::::::::::::::==:::::::::::
10 310 0.0437 610 0.0516 910 0.0301 1210 0.0235 1510 0.0003
20 320 0.0446 620 0.0516 920 0.0298 1220 0.0235 1520 0.0001
30 330 0.0452 630 0.0516 930 0.0296 1230 0.0235 1530
40 0.0008 340 0.0455 640 0.0516 940 0.0295 1240 0.0235 1540
50 0.0025 350 0.0476 650 0.0492 950 0.0294 1250 0.0235 1550
60 0.0046 360 0.0506 660 0.0457 960 0.0294 1260 0.0235 1560
70 0.0066 370 0.0522 670 0.0440 970 0.0294 1270 0.0235 1570
80 0.0085 380 0.0530 680 0.0431 980 0.0294 1280 0.0235 1580
90 0.0101 390 0.0535 690 0.0427 990 0.0294 1290 0.0235 1590
100 0.0115 400 0.0538 700 0.0424 1000 0.0294 1300 0.0235 1600
110 0.0136 410 0.0597 710 0.0423 1010 0.0279 . 1310 0.0235 1610
120 0.0162 420 0.0682 720 0.0423 1020 0.0257 1320 0.0235 1620
130 0.0180 430 0.0726 730 0.0423 1030 0.0246 1330 0.0235 1630
140 0.0195 440 0.0815 740 0.0423 1040 0.0241 1340 0.0235 1640
150 0.0206 450 0.0927 750 0.0423 1050 0.0238 1350 0.0235 1650
160 0.0215 460 0.1216 760 0.0423 1060 0.0236 1360 0.0235 1660
170 0.0234 470 0.1885 770 0.0401 1070 0.0236 1370 0.0235 1670
180 0.0259 480 0.2120 780 0.0368 1080 0.0235 1380 0.0235 1680
190 0.0275 490 0.1716 790 0.0351 1090 0.0235 1390 0.0235 1690
200 0.0286 500 0.1316 800 0.0343 1100 0.0235 1400 0.0235 1700
210 0.0293 510 0.1049 810 0.0339 1110 0.0235 1410 0.0235 1710
220 0.0300 520 0.0916 820 0.0337 1120 0.0235 1420 0.0235 1720
230 0.0318 530 0.0782 830 0.0336 1130 0.0235 1430 0.0235 1730
240 0.0342 540 0.0648 840 0.0335 1140 0.0235 1440 0.0235 1740
250 0.0356 550 0.0582 850 0.0335 1150 0.0235 1450 0.0177 1750
260 0.0364 560 0.0548 860 0.0335 1160 0.0235 1460 0.0088 1760
270 0.0370 570 0.0531 870 0.0335 1170 0.0235 1470 0.0044 1770
280 0.0375 580 0.0523 880 0.0335 1180 0.0235 1480 0.0022 1780
290 0.0395 590 0.0519 890 0.0325 1190 0.0235 1490 0.0011 1790
300 0.0422 600 0.0517 900 0.0309 1200 0.0235 1500 0.0006 1800
10/17/05 4:23:45 pm Casey Engineering page 47
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B91 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.68 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.46 Acres 0.22 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.45 cfs VOL: 0.16 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (cfs) (min) (efs) (min) (efs) (min) (efs) (min) (efs)
======================================================:::::::::::::::::::::::;::::::::::::::::::::::::::
10 310 0.0624 610 0.1205 910 0.0742 1210 0.0591 1510 0.0007
20 320 0.0655 620 0.1208 . 920 0.0734 1220 0.0592 1520 0.0004
30 330 0.0681 630 0.1211 930 0.0730 1230 0.0592 1530 0.0002
40 0.0007 340 0.0704 640 0.1215 940 0.0728 1240 0.0592 1540
50 0.0022 350 0.0755 650 0.1163 950 0.0727 1250 0.0593 1550
60 0.0040 360 0.0821 660 0.1082 960 0.0727 1260 0.0593 1560
70 0.0058 370 0.0866 670 0.1043 970 0.0728 1270 0.0593 1570
80 0.0074 380 0.0899 680 0.1025 980 0.0728 1280 0.0594 1580
90 0.0089 390 0.0925 690 0.1017 990 0.0729 1290 0.0594 1590
100 0.0101 400 0.0948 700 0.1014 1000 0.0730 1300 0.0594 1600
110 0.0120 410 0.1072 710 0.1014 1010 0.0694 1310 0.0595 1610
120 0.0143 420 0.1251 720 0.1014 1020 0.0639 1320 0.0595 1620
130 0.0159 430 0.1356 730 0.1016 1030 0.0612 1330 0.0595 1630
140 0.0171 440 0.1554 740 0.1017 1040 0.0599 1340 0.0595 1640
150 0.0181 450. 0.1803 750 0.1019 1050 0.0593 1350 0.0596 1650
160 0.0189 460 0.2430 760 0.1021 1060 0.0590 1360 0.0596 1660
170 0.0206 470 0.3894 770 0.0970 1070 0.0588 1370 0.0596 1670
180 0.0228 480 0.4478 780 0.0891 1080 0.0588 1380 0.0597 1680
190 0.0243 490 0.3682 790 0.0852 1090 0.0588 1390 0.0597 1690
200 0.0259 500 0.2861 800 0.0834 1100 0.0588 1400 0.0597 1700
210 0.0278 510 0.2309 810 0.0825 1110 0.0588 1410 0.0597 1710
220 0.0298 520 0.2040 820 0.0821 1120 0.0588 1420 0.0598 1720
230 0.0332 530 0.1757 830 0.0819 1130 0.0589 1430 0.0598 1730
240 0.0376 540 0.1466 840 0.0819 1140 0.0589 1440 0.0598 1740
250 0.0409 550 0.1323 850 0.0820 1150 0.0589 1450 0.0449 1750
260 0.0437 560 0.1254 860 0.0820 1160 0.0590 1460 0.0224 1760
270 0.0462 570 0.1222 870 0.0821 1170 0.0590 1470 0.0112 1770 .
280 0.0484 580 0.1208 880 0.0822 1180 . 0.0590 1480 0.0056 1780
290 0.0528 590 0.1203 890 0.0798 1190 0.0591 1490 0.0028 1790
300 0.0584 600 0.1203 900 0.0761 1200 0.0591 1500 0.0014 1800
10/17/05 4:23:45 pm .. ~ Casey Engineering page 48
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B92 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.98 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.78 Acres 0.20 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.61 cfs VOL: 0.22 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
:=::::::::::::::::=::;:;:::::::::::::=::::::::::::::::==================================================
10 310 0.0755 610 0.1686 910 0.1050 1210 0.0840 1510 0.0010
20 320 0.0802 620 0.1691 920 0.1038 1220 0.0841 1520 0.0005
30 330 0.0842 630 0.1697 930 0.1032 1230 0.0841 1530 0.0002
40 0.0007 340 0.0878 640 0.1703 940 0.1030 1240 0.0842 1540 0.0001
50 0.0020 350 0.0950 650 0.1631 950 0.1030 1250 0.0842 1550
60 0.0037 360 0.1042 660 0.1519 960 0.1030 1260 0.0843 1560
70 0.0053 370 0.1107 670 0.1465 970 0.1031 1270 0.0843 1570
80 0.0068 380 0.1157 680 0.1440 980 0.1032 1280 0.0844 1580
90 0.0081 390 0.1198 690 0.1429 990 0.1033 1290 0.0844 1590
100 0.0092 400 0.1235 700 0.1426 1000 0.1034 1300 0.0845 1600
110 0.0109 410 0.1406 710 0.1426 1010 0.0983 1310 0.0845 1610
120 0.0130 420 0.1649 720 0.1427 1020 0.0906 1320 0.0846 1620
130 0.0144 430 0.1797 730 0.1430 1030 0.0868 1330 0.0846 1630
140 0.0156 440 0.2071 740 0.1433 1040 0.0849 1340 0.0847 1640
150 0.0165 450 0.2416 750 0.1436 1050 0.0840 1350 0.0847 1650
160 0.0172 460 0.3279 760 0.1439 1060 0.0836 1360 0.0848 1660
170 0.0188 470 0.5298 770 0.13 67 1070 0.0834 1370 0.0848 1670
180 0.0207 480 0.6125 780 0.1256 1080 0.0834 1380 0.0849 1680
190 0.0222 490 0.5056 790 0.1202 1090 0.0834 1390 0.0849 1690
200 0.0241 500 0.3941 800 0.1176 1100 0.0834 1400 . 0.0850 1700
210 0.0268 510 0.3190 810 0.1164 1110 0.0834 1410 0.0850 1710
220 0.0297 520 0.2825 820 0.1159 1120 0.0835 . 1420 0.0851 1720
230 0.0344 530 0.2438 830 0.1157 1130 0.0836 1430 0.0851 1730
240 0.0400 540 0.2038 840 0.1157 1140 0.0836 1440 0.0851 1740
250 0.0447 550 0.1841 850 0.1158 1150 0.0837 1450 0.0639 1750
260 0.0489 560 0.1747 860 0.1159 1160 0.0837 1460 0.0319 1760
270 0.0526 570 0.1704 870 0.1161 1170 0.0838 14 70 0.0160 1770
280 0.0561 580 0.1686 880 0.1162 1180 0.0838 1480 0.0080 1780
290 0.0622 590 0.1681 890 0.1128 1190 0.0839 1490 0.0040 1790
300 0.0698 600 0.1682 900 0.1076 1200 0.0840 1500 0.0020 1800
10/17/05 4:23:45 pm Casey Engi~eering page 49
HONEY CREEK EAST
REVISED POND DESIGN
================================================:====================
DETAIL BASIN SUMMARY
BASIN ID: B93 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.90 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3."90 inches . AREA .. : 0.59 Acres 0.31 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.60 cfs VOL: 0.22 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.0849 610 0.1603 910 ·0.0986 1210 0.0785 1510 0.0009
20 320 0.0890 620 0.1607 920 0.0974 1220 0.0785 1520 0.0005
30 330 0.0923 630 0.1611 930 0.0969 1230 0.0786 1530 0.0002
40 0.0010 340 0.0953 640 0.1615 940 0.0966 1240 0.0786 1540 0.0001
50 0.0031 350 0.1021 650 0.1546 950 0.0966 1250 .0.0786 1550
60 0.0057 360 0.1110 660 0.1439 960 0.0966 1260 0.0787 1560
70 0.0082 370 0.1168 670 0.1387 970 0.0966 1270 0.0787 1570
80 0.0105 380 0.1212 680 0.1363 980 0.0967 1280 0.0788 1580
90 0.0125 390 0.1246 690 0.1352 990 0.0968 1290 0.0788 1590
100 0.0143 400 0.1276 700 0.1348 1000 0.0968 1300 0.0788 1600
110 0.0169 410 0.1442 710 0.1347 1010 0.0921 1310 0.0789 1610
120 0.0201 420 0.1680 720 0.1348 1020 0.0849 1320 0.0789 1620
130 0.0224 430 0.1820 730 0.1350 1030 0.0813 1330 0.0790 1630
140 0.0241 440 0.2084 740 ·0.1352 1040 0.0795 1340 0.0790 1640
150 0.0255 450 0.2416 750 0.1354 1050 0.0787 1350 0.0790 1650
160 0.0266 460 0.3252 760 0.1357 1060 0.0783 1360 0.0791 1660
170 0.0291 470 0.5204 770 0.1288 1070 0.0781 1370 0.0791 1670
180 0.0321 480 0.5979 780 0.1184 1080 0.0780 1380 0.0791 1680
190 0.0343 490 0.4914 790 0.1132 1090 0.0780 1390 0.0792 1690
200 0.0364 500 0.3817 800 0.1107 1100 0.0780 1400 0.0792 1700
210 0.0389 510 0.3079 810 0.1095 1110 0.0781 1410 0.0792 1710
220 0.0415 520 0.2718 820 0.1090 1120 0.0781 1420 0.0793 1720
230 0.0462 530 0.2341 830 0.1088 1130 0.0781 1430 0.0793 1730
240 0.0520 540 0.1953 840 0.1088 1140 0.0782 1440 0.0793 1740
250 0.0564 550 0.1762 850 0.1088 1150 0.0782 1450 0.0595 1750
260 0.0601 560 0.1670 860 0.1089 1160 0.0783 1460 0.0298 1760
270 0.0633 570 0.1626 870 0.1090 1170 0.0783' 1470 0.0149 1770
280 0.0662 580 0.1608 880 0.1092 1180 0.0784 1480 0.0074 1780
290 0.0721 590 0.1601 890 0.1059 1190 0.0784 1490 0.0037 1790
300 0.0796 600 0.1600 900 0.1010 1200 0.0784 1500 0.0019 1800
10/17/05 4:23:45 pm Cas~y Engineering page 50
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B94 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.94 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.73 Acres 0.21 Acres
TIME INTERVAL .... : 10.00 min CN .. ~.: 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.59 cfs VOL: 0.21 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (ers) (min) (efs) (min) (cfs) (min) (efs) (min) (efs) (min) (efs)
========================================================================================================
10 310 0.0747 . 610 0.1625 910 0.1010 1210 0.0808 1510 0.0010
20 320 0.0791 620 0.1630 920 0.0999 1220 0.0808 1520 0.0005
30 330 0.0829 630 0.1635 930 0.0993 1230 0.0809 1530 0.0002
40 0.0007 340 0.0863 640 0.1641 940 0.0991 1240 0.0809 1540 0.0001
50 0.0021 350 0.0933 650 0.1571 . 950 0.0991 1250 0.0810 1550
60 0.0038 360 0.1022 660 0.1463 960 0.0991 1260 0.0810 1560
70 0.0056 370 0.1083 670 0.1411 970 0.0991 1270 0.0811 1570
·80 0.0071 380 0.1131 680 0.1387 980 0.0992 1280 0.0811 1580
90 0.0085 390 0.1170 690 0.13 76 990 0.0993 1290 0.0812 1590
100 0.0097 400 0.1205 700 0.1373 1000 0.0994 1300 0.0812 1600
110 0.0115 410 0.13 70 710 0.1373 1010 0.0945 1310 0.0813 1610
120 0.0136 420 0.1605 720 0.13 74 1020 0.0871 1320 0.0813 1620
130 0.0152 430 0.1748 730 0.1377 1030 0.0835 1330 0.0814 1630
140 0.0163 440 0.2013 740 0.1380 1040 0.0817 1340 0.0814 1640
150 0.0173 450 0.2346 750 0.1382 1050 0.0808 1350 0.0814 1650
160 0.0181 460 0.3180 760 0.1385 1060 0.0804 1360 0.0815 1660
170 0.0197 470 0.5131 770 0.1316 1070 0.0802 1370 0.0815 1670
180 0.0218 480 0.5926 780 0.1209 1080 0.0802 1380 0.0816 1680
190 0.0233 490 0.4889 790 0.1157 1090 0.0802 1390 0.0816 1690
200 0.0252 500 0.3809 800 0.1132 1100 0.0802 1400 0.0817 1700
210 0.0278 510 0.3081 810 0.1120 1110 0.0802 1410 0.0817 1710
220 0.0306 520 0.2727 820 0.1115 1120 0.0803 1420 0.0818 1720
230 0.0351 530 0.2353 830 0.1113 1130 0.0803 1430 0.0818 1730
240 0.0406 540 0.1966 840 0.1113 1140 0.0804 1440 0.0818 1740
250 0.0451 550 0.1777 850 0.1114 1150 0.0805 1450 0.0614 1750 .
260 0.0491 560 0.1685 860 0.1115 1160 0.0805 1460 0.0307 1760
270 0.0526 570 .0.1643 870 0.1117 1170 0.0806 1470 0.0153 1770
280 0.0559 580 0.1626 880 0.1118 1180 0.0806 1480 0.0077 1780
290 0.0618 590 0.1621 890 0.1085 1190 0.0807 1490 0.0038 1790
300 0.0692 600 0.1621 900 0.1035 1200 0.0807 1500 0.0019 1800
10/17/05 4:23:45 pm Casey Engineering page 51
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B95 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 1.13 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.89 Acres 0.24 Acres
TIME INTERVAL .... : 10.00 ritin CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.71 cfs VOL: 0.26 Ac-ft TIME: 480 min
TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN TIMB DBSIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (efs) (min) (efs) (min) (cfs) (min) ( efs) (min) (efs) (min) (efs)
========================================================================================================
10 310 0.0882 610 0.1948 910 0.1212 1210 0.0970 1510 0.0012
20 320 0.0936 620 0.1954 920 0.1198 1220 0.097"0 1520 0.0006
30 330 0.0982 630 0.1960 930 0.1192 1230 0.0971 1530 0.0003
40 0.0008 340 0.1023 640 0.1967 940 0.1189 1240 0.0972 1540 0.0001
50 0.0024 350 0.1107 650 0.1884 950 0.1189 1250 0.0972 1550
60 0.0044 360 0.1213 660 0.1755 960 0.1189 1260 0.0973 1560
70 0.0063 370 0.1288 670 0.1692 970 0.1190 1270 0.0973 1570
80 0.0081 380 0.1345 680 0.1663 980 0.1191 1280 0.0974 1580
90 0.0097 390 0.1393 690 0.1651 990 0.1192 1290 0.0975 1590
100 0.0110 400 0.1435 700 0.1647 1000 0.1193 1300 0.0975 1600
110 0.0131 410 0.1632 710 0.1647 1010 0.1135 1310 0.0"976 1610
120 0.0156 420 0.1914 720 0.1649 1020 0.1046 1320 0.0976 1620
130 0.0173 430 0.2085 730 0.1651 1030 0.1002 1330 0.0977 1630
140 0.0187 440 0.2402 740 0.1655 1040 0.0980 1340 0.0977 1640
150 0.0198 450 0.2801 750 0.1658 1050 0.0970 1350 0.0978 1650
160 0.0206 460 0.3798 760 0.1662 1060 0.0965 1360 0.0978 1660
170 0.0225 470 0.6134 770 0.1578 1070 0.0963 1370 0.0979 1670
180 0.0249 480 0.7089 780 0.1451 1080 0.0962 1380 0.0980 1680
190 0.0266 490 0.5851 790 0.1388 1090 0.0962 1390 0.0980 1690
200 0.0289 500 0.4559 800 0.1358 1100 0.0963 1400 0.0981 1700
210 0.0320 510 0.3689 810 0.1344 1110 0.0963 1410 0.0981 1710
220 0.0353 520 0.3266 820 0.1338 1120 0.0964 1420 0.0982 1720
230 0.0407 530 0.2819 830 0.1336 1130 0.0964 1430 0.0982 1730
240 0.0473 540 0.2356 840 0.1336 1140 0.0965 1440 0.0983 1740
250 0.0527 550 0.2129 850 0.1337 1150 0.0966 1450 0.0737 1750
260 0.0575 560 0.2020 860 0.1338 1160 0.0966 1460 0.0369 1760
" 270 0.0618 570 0.1970 870 0.1340 1170 0.0967 1470 0.0184 1770
280 0.0658 580 0.1949 880 0.1342 1180 0.0968 1480 0.0092 1780
290 0.0729 590 0.1943 890 0.1302 1190 0.0968 1490 0.0046 1790
300 0.0817 600 0.1943 900 0.1242 1200 0.0969 1500 0.0023 1800
10/17/05 4:23:45 pm Casey Engineering page 52
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN'SUMMARY
BASIN ID: B96 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 2.45 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION •... : 3.90 inches AREA .. : 2.05 Acres 0.40 Acres
TIME INTERVAL ... , : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 1.50 cfs VOL: 0.54 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.1765 610 0.4171 910 0.2608 1210 0.2090 1510 0.0025
20 320 0.1882 620 0.4185 920 0.2578 1220 0.2091 1520 0.0012
30 0.0001 330 0.1985 630 0.4200 930 0.2565 1230 0.2093 1530 0.0006
40 0.0013 340 0.2079 640 0.4216 940 0.2560 1240 0.2094 1540 0.0003
50 0.0040 350 0.2258 650 0.4038 950 0.2558 1250 0.2095 1550 0.0002
60 0.0073 360 0.2485 660 0.3 762 960 0.2559 1260 . 0.2097 1560
70 0.0106 . 370 0.2647 670 0.3629 970 0.2561 1270 0.2098 1570
80 0.0135 380 0.2774 680 0.3568 980 0.2564 1280 0.2100 1580
90 0.0161 390 0.2880 690 0.3 54 2 990 0.2566 1290 0.2101 1590
100 0.0184 400 0.2975 700 0.3533 1000 0.2569 1300 0.2102 1600
110 0.0218 410 0.3394 710 0.3534 1010 0.2443 1310 0.2104 1610
120 0.0259 420 0.3991 720 0.3539 1020 0.2252 1320 '0.2105 1620
130 0.0289 430 0.4358 730 0.3546 1030 0.2158 1330 0.2106 1630
140 0.0311 440 0.5035 740 0.3553 1040 0.2111 1340 0.2107 1640
150 0.0329 450 0.5884 750 0.3562 1050 0.2089 1350 0.2109 1650
160 0.0344 460 0.8006 760 0.3570 1060 0.2078 1360 0.2110 1660
170 0.0375 470 1.2978 770 0.3391 1070 0.2074 1370 0.2111 1670
180 0.0415 480 1.5033 780 0.3118 1080 0.2073 1380 0.2112 1680
190 0.0446 490 1.2427 790 0.2983 1090 0.2073 1390 0.2114 1690
200 0.0491 500 0.9696 800 0.2919 1100 0.2074 1400 0.2115 1700
210 0.0557 510 0.7856 810 0.2889 1110 0.2075 1410 0.2116 1710
220 0.0631 520 0 .. 6963 820 0.2876 1120 0.2076 1420 0.2117 1720
230 0.0744 530 0.6015 830 0.2872 1130 0.2078 1430 0.2118 1730
240 0.0880 540 0.5029 840 0.2872 1140 . 0.2079 1440 0.2120 1740
250 0.0997 550 0.4547 850 0.2875 1150 0.2081 1450 0.1590 1750
260 0.1101 560 0.4317 860 0.2878 1160 0.2082 1460 0.0795 1760
270 0.1197 570 0.4212 870 0.2882 1170 0.2084 1470 0.0398 1770
280 0.1287 580 0.4169 880 0.2886 1180 0.2085 1480 0.0199 1780
290 0.1437 590 0.4157 890 0.2801 1190 0.2087 1490 0.0099 1790
300 0.1623 600 0.4160 900 0.2672 1200 0.2088 1500 0.0050 1800
10/17/05 4:23:45 pm Casey Engineering page 53
HONEY CREEK EAST
REVISED POND DES IGN .
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: B97 NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 0.24 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : 0.12 Acres 0.12 Acres
TIME INTERVAL .... : 10.00 min CN .... : 86.00 98.00
TC .... : 15.00 min 15.00 min
ABSTRACTION COEFF: 0.20
PEAK RATE: 0.17 cfs VOL: 0.06 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cis) (min) (cfs)
;::;::::::::::::::::;::::::::::::;::::::::::==::::::::==================================================
10 310 0.0272 610 0.0444 910 0.0269 1210 0.0213 1510 0.0003
20 320 0.0283 620 0.0444 920 0.0266 1220 0.0213 1520 0.0001
30 330 0.0291 630 0.0445 930 0.0264 1230 0.0213 1530
40 0.0004 340 0.0298 640 0.0446 940 0.0264 1240 0.0213 1540
50 0.0012 350 0.0316 650 0.0427 950 0.0263 1250 0.0214 1550
60 0.0022 360 0.0341 660 0.0397 960 0.0263 1260 0.0214 1560
70 0.0032 370 0.0356 670 0.0382 970 0.0263 1270 0.0214 1570
80 0.0041 380 0.0367 680 0.0375 980 0.0264 1280 0.0214 1580
90 0.0048 390 0.0375 690 0.0372 990 0.0264 1290 0.0214 1590 .
100 0.0055 400 0.0382 700 0.0371 1000 0.0264 1300 0.0214 1600
110 0.0066 410 0.0429 710 0.0370 1010 0.0251 1310 0.0214 1610
120 0.0078 420 0.0497 720 0.0371 1020 0.0231 1320 0.0214 1620
130 0.0087 430 0.0536 730 0.0371 1030 0.0221 1330 .0.0214 1630
140 0.0093 440 0.0610 740 0.0371 1040 0.0217 1340 0.0214 1640
150 0.0099 450 0.0702 750 0.0372 1050 0.0214 1350 0.0214 1650
160 0.0103 460 0.0938 760 0.0372 1060 0.0213 . 1360 0.0214 1660
170 0.0113 470 0.1488 770 0.0353 1070 0.0213 1370 0.0214 1670
180 0.0124 480 0.1699 780 0.0324 1080 0.0212 1380 0.0215 1680
190 0.0132 490 0.1390 790 0.0310 1090 0.0212 1390 0.0215 1690 .
200 0.0139 500 0.1076 800 0.0303 1100 0.0212 1400 0.0215 1700
210 0.0146 510 0.0865 810 0.0300 1110 0.0212 1410 0.0215 1710
220 0.0153 520 0.0761 820 0.0298 1120 0.0212 1420 0.0215 1720
230 0.0166 530 0.0654 830 0.0298 . 1130 0.0212 1430 0.0215 1730
240 0.0184 540 0.0545 840 0.0298 1140 0.0213 1440 0.0215 1740
250 0.0196 550 0.0491 850 0.0298 1150 0.0213 1450 0.0161 1750
260 0.0205 560 0.0464 860 0.0298 1160 0.0213 1460 0.0081 1760
270 0.0213 570 0.0452 870 0.0298 1170 0.0213 1470 0.0040 1770
280 0.0220 580 0.0446 880 0.0298 1180 0.0213 1480 0.0020 1780
290 0.0237 590 0.0444 890 0.0289 1190 0.0213 1490 0.0010 1790
300 0.0258 600 0.0443 900 0.0276 1200 0.0213 1500 0.0005 1800
10/17/05 4:23:45 pm Casey Engineering page 54
HONEY CREEK EAST
REVISED POND DESIGN
=====================================================================
DETAIL BASIN SUMMARY
BASIN ID: BB NAME: 2YR 24HR STORM
SBUH METHODOLOGY
TOTAL AREA ....... : 23.90 Acres BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... : USER1 PERV IMP
PRECIPITATION .... : 3.90 inches AREA .. : . 23.90 Acres 0.00 Acres
TIME INTERVAL .... : 10.00 min CN .... : 81.00 0.00
TC .... : 39.15 min 0.00 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 250.00 ns:0.4000 p2yr: 2.00 s:0.1360
TcReach -Shallow L: 200.00 ks:3.00 s:0.0200
TcReach -Shallow L: 210.00 ks:3.00 s:0.2670
TcReach -Channel L: 310.00 kc:5.00 s:0.1390
PEAK RATE: 7.21 cfs VOL: 4.06 Ac-ft TIME: 490 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 0.3252 610 3.5642 910 2.3262 1210 1.8241 1510 0.3562
20 320 0.4123 620 3.5217 920 2.2924 1220 1.8260 1520 0.2755
30 330 0.5015 630 3.4947 930 2.2675 1230 1.8281 1530 0.2131
40 340 0.5915 640 3.4795 940 2.2493 1240 1.8303 1540 0.1648
50 350 0.7009 650 3.4019 950 2.2364 1250 1.8325 1550 0.1275
60 360 0.8277 660 3.2748 960 2.2275 1260 1. 8347 1560 0.0986
70 370 0.9509 670 3.1801 970 2.2218 1270 1. 8370 1570 0.0763
80 380 1.0702 680 3.1104 980 2.2184 1280 1.8393 1580 0.0590
90 390 1.1857 690 3.0599 990 2.2168 1290 1.8416 1590 0.0456
100 400 1.2973 700 3.0242 1000 2.2167 1300 1.8439 1600 0.0353
110 410 1.4926 710 3.0000 1010 2.1672 1310 1.8461 1610 0.0273
120 420 1.7613 720 2.9845 1020 2.0794 1320 1.8484 1620 0.0211
130 430 2.0078 730 2.9757 1030 2.0122 1330 1. 8507 1630 0.0163
140 440 2.3590 740 2.9720 1040 1:9608 1340 1.8529 1640 0.0126
150 450 2.8024 750 2.9722 1050 1.9217 1350 1.8552 1650 0.0098
160 460 3.6982 760 2.9755 1060 1.8921 1360 1.8574 1660 0.0076
170 470 5.6958 770 2.9099 1070 1.8698 1370 1. 8596 1670 0.0058
180 480 7.1903 780 2.7905 1080 1.8532 1380 1.8618 1680 0.0045
190 490 7.2121 790 2.6999 1090 1.8410 1390 1. 8640 1690 0.0035
200 500 6.7667 800 2.6316 1100 1.8322 1400 1.8661 1700 0.0027
210 510 6.2707 810 2.5806 1110 1.8260 1410 1. 8683 1710 0.0021
220 520 5.9056 820 2.5428 1120 1.8218 1420 1. 8704 1720 0.0016
230 530 5.4544 830 2.5153 1130 1.8191 1430\. 1.8725 1730 0.0013
240 540 4.9310· 840 2.4957 1140 1. 8176 1440 1.8746 1740 0.0010
250 0.0047 550 4.5334 850 2.4822 1150 1. 8171 1450 1.6632 1750 0.0007
260 0.0232 560 4.2329 860 2.4734 1160 1. 8173 1460 1.2865 1760 ·0.0006
270 0.0572 570 4.0072 870 2.4682 1170 1.8180 1470 0.9951 1770 0.0004
280 0.1027 580 3.8394 880 2.4658 1180 1.8191 1480 0.7697 1780 0.0003
290 0.1646 590 3.7160 890 2.4311 1190 1.8205 1490 0.5953 1790 0.0003
300 0.2419 600 3.6269 900 2.3 713 1200 1. 8222 1500 0.4605 1800 0.0002
10/17/05 4:23:45 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 55
===========================================================~=========
DETAIL BASIN SUMMARY
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
===============================================================c========================================
1820 0.0001 2020 2220 _ 2420 2620 2820
1830 2030 2230 2430 2630 2830
1840 2040 2240 2440 2640 2840
1850 2050 2250 2450 2650 2850
1860 2060 2260 2460 2660 2860
1870 2070 2270 2470 2670 2870
1880 2080 2280 2480 2680 2880
1890 2090 2290 2490 2690 2890
1900 2100 2300 2500 2700 2900
1910 2110 2310 2510 2710 2910
1920 2120 2320 2520 2720 2920
1930 2130 2330 2530 2730 2930
1940 2140 2340 2540 2740 2940
1950 2150 2350 2550 2750 2950
1960 2160 2360 2560 2760 2960
1970 2170 2370 2570 2770 2970
1980 2180 2380 2580 2780 2980
1990 2190 2390 2590 2790 2990
2000 2200 2400 2600 2800 3000
2010 2210 2410 2610 2810
2020 2220 2420 2620 2820
10/17/05 4:23:45 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 56
=======================================~=============================
BASIN ID: BB1
SBUH METHODOLOGY
TOTAL AREA ....... :
DETAIL BASIN SUMMARY
NAME: 2YR 24HR STORM
BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... :
23.90 Acres
USER1
2.00 inches
10.00 min
PERV
PRECIPITATION .... :
TIME INTERVAL .... :
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 250.00
TcReach. -Shallow L: 200.00
TcReach -Shallow L: 210.00
TcReach -Channel L: 310.00
PEAK RATE: 1.47 cfs VOL:
AREA .. :
CN .... :
23.90 Acres
81.00
TC .... : 39.15 min
ns:0.4000 p2yr: 2.00
ks:3.00 s:0.0200
ks:3.00 s:0.2670
kc:5.00 s:0.1390
1.20 Ac-ft TIME:
s:0.1360
490 min
IMP
0.00 Acres
0.00
0.00 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390
400
410
420
430
440
450
460
470
480
490
500
510
520
530
540
550
560
570
580
590
600
0.0029
0.0128
0.0367
0.0757
0.1240
0.1967
0.2941
0.4926
0.9598
1. 3 707
1. 4680 .
1.4414
1.3897
1.3609
1.2971
1.2029
1.1346
1.0862
1.0532
1.0319
1.0197
1.0143
610
620
630
640
650
660
670
680
690
700
710
720
730
740
750
760
770
780
790
800
810
820
830
840
850
860
870
880
890
900
1.0143
1.0183
1.0253
1.0345
1.0229
0.9944
0.9749
0.9622
0.9547
0.9514
0.9511
0.9532
0.9571
0.9624
0.9686
0.9757
0.9593
0.9243
0.8986
0.8800
0.8669
0.8581
0.8525
0.8494
0.8483
0.8487
0.8502
0.8525
0.8435
0.8254
910
920
930
940
950
960
970
980
990
1000
1010
1020
1030
1040
1050
1060
1070
1080
1090
1100
1110
1120
1130
1140
1150
1160
1170
1180
1190
1200
0.8123
0.8030
0.7968
0.7928
0.7906
0.7898
0.7900
0.7910
0.7926
0.7947
0.7788
0.7489
0.7263
0.7093
0.6967
. 0.6874
0.6808
0.6761
0.6731
0.6712
0.6702
0.6699
0.6702
0.6709
0.6720
0.6732
0.6747
0.6763
0.6780
0.6798
1210
1220
1230
1240
1250
1260
1270
1280
1290
1300
1310
1320
1330
1340
1350
1360
1370
1380
1390
1400
1410
1420
1430
1440
1450
1460
14 70
1480
1490
1500
0.6816
0.6835
0.6854
0.6874
0.6893
0.6913
0.6932
0.6952
0.6971
0.6991
0.7010
0.7030
0.7049
0.7068
0.7087
. 0.7106
0.7125
0.7143
0.7162
0.7180
0.7199
0.7217
0.7235
0.7253
0.6440
0.4981
0.3853
0.2980
0.2305
0.1783
1510
1520
1530
1540
1550
1560
1570
1580
1590
1600
1610
1620
1630
1640
1650
1660
1670
1680
1690
1700
1710
1720
1730
1740
1750
1760
1770
1780
1790
1800
0.13 79
0.1067
0.0825
0.0638
0.0494
0.0382
0.0295
0.0228
0.0177
0.0137
0.0106
0.0082
0.0063
0.0049
0.0038
0.0029
0.0023
0.0018
0.0014
0.0010
0.0008
0.0006
0.0005
0.0004
0.0003
0.0002
0.0002
0.0001
0.0001
10/17/05 4:23:45 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 57
=====================================================================
BASIN ID: BB2
SBUH METHODOLOGY
TOTAL AREA ....... :
DETAIL BASIN SUMMARY
NAME: 2YR 24HR STORM
BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... :
23.90 Acres
USER1
2.00 inches
10.00 min
PERV
PRECIPITATION .... :
TIME INTERVAL .... :
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 250.00
TcReach -Shallow L: 200.00
TcReach -Shallow L: 210.00
TcReach -Channel L: 310.00
PEAK RATE: 1.47 cfs VOL:
AREA .. :
CN .... :
23.90 Acres
81.00
TC .... : 39.15 min
ns:0.4000 p2yr: 2.00
ks:3.00 s:0.0200
ks:3.00 s:0.2670
kc:5.00 s:0.1390
1.20 Ac-ft TIME:
s:0.1360
490 min
IMP
0.00 Acres
0.00
0.00 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min)' (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
====~===================================================================================================
10
20
30
40
50
60
70
80
90
100
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
!
310
320
330
340
350
360
370
380
390 0.0029
400 0.0128
410 0.0367
420 0.0757
430 0.1240
440 0.1967
450 0.2941
460 0.4926
470 0.9598
480 1. 3707
490 1.4680
500 1. 4414 .
510 1.3897
520 1.3609
530 1.2971
540 1.2029
550 1.1346
560 1.0862
570 1. 0532
580 1.0319
590 1.0197
600 1.0143
610 1.0143
620 1.0183
630 1.0253
640 1.0345
650 1.0229
660 0.9944
670 0.9749
680 0.9622
690 0.9547
700 0.9514
710 0.9511
720 0.9532
730 0.9571
740 0.9624
750 0.9686
760 0.9757
770 0.9593
780 0.9243
790 0.8986
800 0.8800
810 0.8669
820 0.8581
830 0.8525
840 0.8494
850 0.8483
860 0.8487
870 0.8502
880 0.8525
890 0.8435
900 0.8254
910 0.8123
920 0.8030
930 0.7968
940 0.7928
950 0.7906
960 0.7898
970 0.7900
980 0.7910
990 0.7926
1000 0.7947
1010 0.7788
1020 0.7489
1030 0.7263
1040 0.7093
1050 0.6967
1060 0.6874
1070 0.6808
1080 0.6761
1090 0.6731
1100 0.6712
1110 0.6702
1120 0.6699
1130 0.6702
1140 0.6709
1150 0.6720
1160 0.6732
1170 '0.6747
1180 0.6763
1190 0.6780
1200 0.6798
1210 0.6816 1510
1220 0.6835 1520
1230 0.6854 1530
1240 0.6874 1540
1250 0.6893 1550
1260 0.6913 1560
1270 0.6932 1570
1280 0.6952 1580
1290 0.6971 1590
1300 0.6991 1600
1310 0.7010 1610
1320 0.7030 1620
1330 0.7049 1630
1340 0.7068 1640
1350 0.7087 1650
1360 0.7106 1660
1370 0.7125 1670
1380 0.7143 1680
1390 0.7162 1690
1400 0.7180 1700
1410 0.7199 1710
1420 0.7217 1720
1430 0.7235 1730
1440 0.7253 1740
1450 0.6440 1750
1460 0.4981 1760
1470 0.3853 1770
1480 0.2980 1780
1490 0.2305 1790
1500 0.1783 1800
0.1379
0.1067
0.0825
0.0638
0.0494
0.0382
0.0295
0.0228
0.0177
0.013 7
0.0106
0.0082
0.0063
0.0049
0.0038
0.0029
0.0023
0.0018
0.0014
0.0010
0.0008
0.0006
0.0005
0.0004
0.0003
0.0002
0.0002
0.0001
0.0001
10/17/05 '4:23:46 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 58
=====================================================================
BASIN ID: BB3
SBUH METHODOLOGY
TOTAL AREA ...•... :
DETAIL BASIN SUMMARY
NAME: 2YR 24HR STORM
BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... :
23.90 Acres
USER1
2.00 inches
10.00 min
PERV IMP
PRECIPITATION .... : AREA .. :
TIME INTERVAL .... : CN .... :
TC .... :
23.90 Acres
81.00
39.15 min
0.00 Acres
0.00
0.00 min
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 250.00
TcReach -Shallow L: 200.00
TcReach -Shallow L: 210.00
TcReach -Channel L: 310.00
PEAK RATE: 1.47 cfs VOL:
ns:0.4000 p2yr: 2.00
ks:3.00 s:0.0200
ks:3.00 s:0.2670
kc:5.00 s:0.1390
s:0.1360
1.20 Ac-ft TIME: 490 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME, DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10
20
30
40
50
60
70
80
90
100 '
110
120
130
140
150
160
170
180
190
200
210
220
230
240
250
260
270
280
290
300
310
320
330
340
350
360
370
380
390 0.0029
400 0.0128
410 0.0367
420 0.0757
430 0.1240
440 0.1967
450 0.2941
460 0.4926
470 0.9598
480 1.3707
490 1.4680
500 1.4414
510 1.3897
520 1.3609
530 1. 2971
540 1.2029
550 1.1346
560 1. 0862
570 1. 0532
580 1. 0319
590 1.0197
600 1. 0143
610 1.0143
620 1.0183
630 1.0253
640 1.0345
650 1.0229
660 0.9944
670 0.9749
680 0.9622
690 0.9547
700 0.9514
710 0.9511
720 0.9532
730 0.9571
740 0.9624
750 0.9686
760 0.9757
770 0.9593
780 0.9243
790 ,0.8986
800 0.8800
810 0.8669
820 0.8581
830 0.8525
840 0.8494
850 0.8483
860 0.8487
870 0.8502
880 0.8525
890 0.8435
900 0.8254
910 0.8123 1210
920 0.8030 1220
930 0.7968 1230
940 0.7928 1240
950 0.7906 1250
960 0.7898 1260
970 0.7900 1270
980 0.7910 1280
990 0.7926 1290
1000 0.7947 1300
1010 0.7788 1310
1020 0.7489 1320
1030 0.7263 1330
1040 0.7093 1340
1050 0.6967 1350
1060 0.6874 1360
1070 0.6808 1370
1080 0.6761 1380
1090 0.6731 1390
1100 0.6712 1400
1110 0.6702 1410
1120 0.6699 1420
1130 0.6702 1430
1140 0.6709 1440
1150 0.6720 1450
1160 0.6732 1460
1170 0.6747 1470
1180 0.6763 1480
1190 0.6780 1490
1200 0.6798 1500
0.6816
0.6835
0.6854
0.6874
0.6893
0.6913
0.6932
0.6952
0.6971
0.6991
0.7010
0.7030
0.7049
0.7068
0.7087
0.7106
0.7125
0.7143
0.7162
0.7180
0.7199
0.7217
0.7235
0.7253
0.6440
0.4981
0.3853
0.2980
0.2305
0.1783
1510 0.1379
1520 0.1067
1530 0.0825
1540 0.0638
1550 0.0494
1560 0.0382
1570 0.0295
1580 0.0228
1590 0.0177
1600 ,0.0137
1610 0.0106
1620 0.0082
1630 0.0063
1640 0.0049
1650 0.0038
1660 0.0029
1670 0.0023
1680 0.0018
1690 0.0014
1700 0.0010
1710 0.0008
1720 0.0006
1730 0.0005
1740 0.0004
1750 0.0003
1760 0.0002
1770 0.0002
1780 0.0001
1790 0.0001
1800
10/17/05 4:23:46 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 59
=======================================================~=============
BASIN ID: BB4
SBUH METHODOLOGY
TOTAL AREA ....... :
DETAIL BASIN SUMMARY
NAME: 2YR 24HR STORM
BASEFLOWS: 0.00 cfs
RAINFALL TyPE .... :
23.90 Acres
USER1
2.00 inches
10.00 min
PERV
PRECIPITATION .... :
TIME INTERVAL ... ,.:
ABSTRACTION COEFF: 0.20
TcReach -Sheet L: 250.00
TcReach -Shallow L: 200.00
TcReach -Shallow L: 210.00
TcReach -Channel L: 310.00
PEAK RATE: 1.47 cfs VOL:
AREA .. :
CN .... :
23.90 Acres
81. 00
TC .... : 39.15 min
ns:O.4000 p2yr: 2 .. 00
ks:3.00 s:0.0200
ks:3.00 s:0.2670
kc:5.00 s:0.1390
1.20 Ac-ft TIME:
s:0.1360
490 min
IMP
0.00 Acres
0.00
0.00 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN
RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF
(min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs)
========================================================================================================
10 310 610 1.0143 910 0.8123 1210 0.6816 1510 0.13 79
20 320 620 1. 0183 920 0.8030 1220 0.6835 1520 0.1067
30 330 630 1.0253 930 0.7968 1230 0.6854 1530 0.0825
40 340 640 1.0345 940 0.7928 1240 0.6874 1540 0.0638
50 350 650 1.0229 950 0.7906 1250 0.6893 1550 0.0494
60 360 660 0.9944 960 0.7898 1260 0.6913 1560 0.0382
70 370 670 0.9749 970 0.7900 1270 0.6932 1570 0.0295
80 380 680 0.9622 980 0.7910 1280 0.6952 1580 0.0228
90 390 0.0029 690 0.9547 990 0.7926 1290 0.6971 1590 0.0177
100 400 0.0128 700 0.9514 1000 0.7947 1300 0.6991 1600 0.0137
110 410 0.0367 710 0.9511 1010 0.7788 1310 0.7010 1610 0.0106
120 420 0.0757 720 0.9532 1020 0.7489 1320 0.7030 1620 0.0082
130 430 0.1240 730 0.9571 1030 0.7263 1330 0.7049 1630 0.0063
140 440 0.1967 740 0.9624 1040 0.70
APPENDIX I
HONEY CREEK RIDGE -BASIN B
REACH SUMMARY INFORMATION
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
REACH SUMMARY
Network Reach LINE1
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q t PIPE Ndepth tDepth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ............. (ft) .. .......... (fps) (fps)
=================================================================================================
P25 5.52 1. 00 47.17 0.0038 0.0120 3.12 >=100t Pressure flow 3.97 3.36 A25
P24 5.91 1. 00 46.04 0.0261 0.0120 3.40 50.57 0.53 52.58 8.12 8.78 A24
P23 7.51 1. 00 155.05 0.0497 0.0120 4.59 49.42 0.52 51. 85 11.16 12.13A23
P22 8.08 1. 00 140.52 0.0128 0.0120 5.00 >=100% Pressure flow 6.37 6.16 A22
P21 8.17 1. 25 112.16 0.0122 0.0120 5.08 60.90 0.74 59.02 6.74 6.98 A21
P19 10.61 1. 50 145.56 0.0069 0.0120 6.71 66.00 0.93 62.24 5.81 5.91 A19
P18 10.78 1. 50 142.90 0.0076 0.0120 6.86 63.99 0.91 60.96 6.08 6.23 A18
P17 10.78 1. 50 331.25 0.0039 0.0120 6.86 89.20 1.18 78.55 4.61 4.47
Confluence with Network LINE2
P04 21.39 1. 50 50.54 0.0321 0.0120 13.70 62.36 0.90 59.94 12.39 12.76 A04
P03 21. 89 2.00 31.06 0.0258 0.0120 14.07 33.17 0.83 41.28 11. 50 13.86 A03
P02 23.35 2.00 79.32 0.0101 0.0120 15.16 57.10 1.13 56.65 8.26 8.67 A02
POI 23.35 2.00 174.38 0.2196 0.0120 15.16 12.24 0.49 24.50 25.39 40.47
P01A 23.35 2.00 170.00 0.0052 0.0120 15.16 79.52 1.42 71.17 6.34 6.23
Network Reach LINE1A
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------( cfs) --.. ---(ft) ............. (fps) (fps)
=========================================================================================:=======
P80 1.37 1. 00 112.04 0.0519 0.0120 0.77 8.15 0.20 20.01 6.91 12.40A80
P81 1. 42 1. 00 216.06 0.0062 0.0120 0.82 24.92 0.35 35.36 3.30 4.30 A81
P82 3.62 1. 00 28.00 0.0293 0.0120 1. 91 26.80 0.37 36.76 7.29 9.31 A82
P83 4.72 1. 00 268.15 0.0894 0.0120 2.55 20.46 0.32 31. 88 11. 82 16.26 A83
P84 4.84 1. 00 59.68 0.0610 0.0120 2.65 25.76 0.36 35.99 10.41 13 .43 A84
Network Reach LINE2
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q t PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ------(ft) ------(fps) (fps)
=================================================================================================
Pll 1.37 1. 00 31.83 0.0126 0.0120 0.77 16.56 0.29 28.57 4.17 6.10 A80
P10 1.42 1. 00 186.82 0.0241 0.0120 0.82 12.69 0.25 24.96 5.35 8.44 A81
Confluence with Network LINE4
P07 4.84 1. 00 96.26 0.0145 0.0120 2.65 52.75 0.54 53.94 6.13 6.56 A84
P06 5.52 1. 00 111.25 0.0048 0.0120 3.12 >=100% Pressure flow 3.97 3.75 A25
Confluence with Network LINE3
P05 10.36 1. 00 123.22 0.0745 0.0120 6.66 58.61 0.58 57.59 14 .22 14.85 A25
1
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK. EAST
page
=====================================================================
REACH SUMMARY
Network Reach LINE3
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q t PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ------(ft) ------(fps) (fps)
=================================================================================================
P16 0.39 1. 00 36.01 0.0200 0.0120 0.28 4.81 0.15 15.46 3.67 7.69 A24
P15 1. 99 1. 00 56.89 0.0151 0.0120 1.47 28.76 '. 0.38 38.18 5.34 6.69 A23
P14 3.59 1. 00 175.93 0.0086 0.0120 2.66 68.76 0.64 64.00 5.01 5.06 A23
P12 4.16 1. 00 183.99 0.0092 0.0120 3.08 76.89 0.69 69.36 5.29 5.23 A22
. Network Reach LINE4
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q t PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) .......... .. (ft) -........... (fps) (fps)
=================================================================================================
P09 2.20 1. 00 37.80 0.0423 0.0120 1. 09 12.72 0.25 24.99 7.10 11.19 A82
P08 3.30 1. 00 52.80 0.0095 0.0120 1. 73 42.62 0.48 47.53 4.69 5.29 A83
Network Reach LINE5
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull CArea
ID (Ac) (ft) (ft) ft/ft ------(cfs) ----.. -(ft) ---....... (fps) (fps)
=========================================================================================:=======
P67 0.25 1. 00 36.24 0.0050 0.0120 0.21 7.23 0.19 18.86 2.06 3.83 B67
P66 ·0.50 1.00 149.04 0.0050 0.0120 0.42 14.36 0.27 26.57 2.54 3.86 B66
P65 8.51 1. 50 197.95 0.0050 0.0120 5.92 68.17 0.95 63.62 4.99 5.04 B65
P64 8.97 1. 50 98.49 0.0050 0.0120 6.20 71. 59 0.99 65.83 5.02 5.03 B64
P63 9.43 1. 50 136.47 0.0050 0.0120 6.48 74.78 1. 02 67.93 5.07 5.03 B63
P62 9.96 1. 50 613.26 0.0050 0.0120 6.84 78.78 1. 06 70.65 5.13 5.04 B62
P61 12.25 1. 50 238.08 0.0412 0.0120 8.40 33.72 0.62 41. 65 12.06 14.47 B61
P60 12.90 1. 50 268.32 0.0648 ~.0120 8.84 28.30 0.57 37. 85 14.42 18.14 B60
Confluence with Network LINE8
P47 22.70 1. 50 46.39 0.0504 0.0120 15.37 55.77 0.84 55.82 15.16 16.01 B47
P46 24.32 1. 50 186.07 0.0403 0.0120 16.48 66.91 0.94 62.81 14.10 14.30 B46
Confluence with Network LINE7
P43 26.19 1. 50 54.01 0.0252 0.0120 17.80 91. 41 1.21 80.49 11. 68 11. 31 B43
P42 26.43 2.00 179.14 0.0251 0.0120 18.01 43.03 0.96 47.80 12.14 13.67B42
Confluence with Network LINE6
P36 29.03 2.00 126.18 0.0294 0.0120 19.89 43.89 . 0.97 48.35 13.22 14.81 B36
P35 29.03 2.00 124.82 0.0103 0.0120 19.89 74.02 1. 35 67.43 8.83 8.78
P34 29.03 2.00 114.16 0.3131 0.0120 19.89 13 .45 0.51 25.70 31.15 48.32
Network Reach LINE6
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN Q % PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ............ (ft) -... _---(fps) (fps)
=================================================================================================
P40 0.66 1. 00 32.57 0.0058 0.0120 0.46 14.61 0.27 26.80 2.74 4.15 B40
P39 1.13 1. 00 150.00 0.0050 0.0120 0.80 27.13 0.37 37.00 3.02 3.85 B39
P37 1. 95 1. 00 115.30 0.0050 0.0120 1. 40 47.37 0.51 50.57 3.51 3.86 B37
2
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page. 3
================================================================~====
REACH SUMMARY
'Network Reach LINE7
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN . Q % PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ------(ft) ------(fps) (fps)
=================================================================================================
P45
P44
P43A
0.80 1.00 32.25 0.0059 0.0120
1.51 1.00 133.96 0.0060 0.0120
1.51 1.00 107.97 0.0059 0.0120
Network Reach LINE8
0.55 17.20
1.05 32.58
1.0532.70
0.29 29.13 2.89
0.41 40.87 3.47
0.41 40.95 3.46
4.18 B45
4.20 B44
4.19
REACH <-AREA> <-DIA> LENGTH SLOPE < n > DSGN· Q % PIPE Ndepth %Depth Vact Vfull C_Area
ID (Ac) (ft) (ft) ft/ft ------(cfs) ------(ft) ------(fps) (fps)
=================================================================================================
P91 0.68 1. 00 28.44 0.0141 0.0120 0.45 9.07 0.21 21.10 3.71 6.45 B91
P94 1. 62 1. 00 301.52 0.0070 0.0120 1. 04 29.95 0.39 39:03 3.66 4.54 B94
P95 2.75 1. 00 329.96 0.0027 0.0120 1. 75 80.46 0.72 71. 83 2.90 2.84 B95
P96 3.69 1. 00 294.06 0.0381 0.0120 2.34 28.82 0.38 38.23 8.48 10.62 B94
P97 3.93 1. 00 271.00 0.0733 0.0120 2.51 22.29 0.33 33.33 10.96 14.73 B97
P48 4.09 1. 00 49.01 0.0065 0.0120 2.65 78.70 0.71 70.60 4.47 4.40 B48
PIPE REACH ID No. POI
From: CB01 To: CB01A
Pipe Diameter: 2.0000 ft n: 0.0120
Pipe Length : 174.3846 ft s: 0.2196
Up invert : 383.1100 ft down invert: 344.8090 ft
Collection Area:
Design Flow
Pipe Capacity .
Design Vel
Pipe Full Vel
23.3500
15.1580
123.8833
25.3910
40.4695
Ac.
cfs
cfs
fps
fps
PIPE REACH ID No. P01A
From: OUT2 To:
Dsgn Depth:
Travel Time:
Pipe Diameter: 2.0000 ft n: 0.0120
Pipe Length : 170.0000 ft s: 0.0052
0.49 ft
0.11 min
Up invert : 344.8000 ft down invert: 343.9200 ft
Collection Area: 23.3500 Ac.
Design Flow 15.1580 cfs Dsgn Depth: 1.42 ft
Pipe Capacity 19.0618 cfs
Design Vel 6.3378 fps Travel Time: 0.45 min
Pipe Full Vel 6.2270 fps
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P02
From: CB02 To: CB01
pipe Diameter: 2.0000 ft
Pipe Length 79.3221 ft
Up invert 383.9000 ft
Collection Area: 23.3500 Ac.
Design Flow 15.1580 cfs
Pipe Capacity 26.5466 cfs
Design Vel 8.2555 fps
Pipe Full Vel 8.6721 fps
PIPE REACH ID No. P03
From: CB03 To: CB02
Pipe Diameter: 2.0000 ft
Pipe Length 31.0644 ft
Up invert 384.7000 ft
Collection Area: 21.8900 Ac.
Design Flow 14.0711 cfs
Pipe Capacity 42.4204 cfs
Design Vel 11.4997 fps
Pipe Full Vel 13.8577 fps
PIPE REACH ID No. P04
From: CB04 To: CB03
Pipe Diameter: . 1. 5000 ft
Pipe Length 50;5371 ft
Up invert : 386.3200 ft
Collection Area: 21.3900 Ac.
Design Flow 13.7031 cfs
pipe Capacity 21.9758 cfs
Design Vel 12.3934 fps
Pipe Full Vel 12.7625 fps
PIPE REACH ID No. P05
From: CB05 To: CB04
Pipe Diameter: 1.0000 ft
pipe Length 123.2234 ft
Up invert 395.5000 ft
Collection Area: 10.3600 Ac.
Design Flow 6.6599 cfs
Pipe Capacity 11.3629 cfs
Design Vel 14.2199 fps
Pipe Full Vel 14.8479 fps
n: 0.0120
s: 0.0101
down invert: 383.1000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0258
1.13 ft
0.16 min
down invert: 383.9000 ft
Dsgn Depth:
Travel Time:
n: 0.0'120
s: 0.0321
0.83 ft
0.05 min
down invert: 384.7000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0745
0.90
0.07
down invert: 386.3200 ft
Dsgn Depth: 0.58
Travel Time: 0.14
ft
min
ft
min
4
10/17/05 4:15:49 pm
REVISED POND DESIGN
. Casey Engineering
HONEY CREEK EAST
page
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P06
From: CB06 To: CB05
Pipe Diameter: 1.0000 ft
Pipe Length 111.2520 ft
Up invert : 396.7300 ft
Coliection Area: 5.5200 Ac.
Design Flow 3.1156 cfs
Pipe Capacity 2.8734 cfs
Design Vel 3.9669 fps
Pipe Full Vel 3.7547 fps
PIPE REACH ID No. P07
From: CB07 To: CB06
Pipe Diameter: 1.0000 ft
Pipe Length 96.2601 ft
Up invert 399.0000 ft
Collection Area: 4.8400 Ac.
Design Flow 2.6482 cfs
Pipe Capacity 5.0206 cfs
D,~sign Vel 6.1296 fps
Pipe Full Vel 6.5604 fps
PIPE REACH ID No. P08
From: CB08 To: CB07
Pipe Diameter: 1.0000 ft
Pipe Length 52.8015 ft
Up invert : 399.5000 ft
Collection Area: 3.3000 Ac.
Design Flow 1.7264 cfs
Pipe Capacity 4.0511 cfs
Design Vel 4.6911 fps
Pipe Full Vel 5.2936 fps
PIPE REACH ID No. P09
From: CB09 To: CB08
Pipe Diameter: 1.0000 ft
Pipe Length 37.8021 ft
Up invert 400.1000 ft
Collection Area: 2.2000 Ac.
Design Flow 1.0896 cfs
Pipe Capacity 8.5648 cfs
Design Vel 7.1006 fps
Pipe Full Vel 11.1916 fps
n: 0.0120
s: 0.0048
down invert: 396.2000 ft
Dsgn Depth:
Travel Time:
( surcharged
n: 0.0120
s: 0.0145
ft
0.47 min
ttl
down invert: 397.6000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0095
0.54
0.26
down invert: 399.0000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0423
0.48
0.19
down invert: 398.5000 ft
Dsgn Depth: 0.25
ft
min
ft
min
ft
Travel Time: 0.09 min
5
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P10 .
. From: CB10 To: CB07
Pipe Diameter: 1.0000 ft
Pipe Length 186.8154 ft
Up invert : 403.5000 ft
Collection Area: 1.4200 Ac.
Design Flow 0.8200 cfs
Pipe Capacity 6.4612 cfs
Design Vel 5.3531 fps
Pipe Full Vel 8.4429 fps
PIPE REACH ID No. P11
From: CB11 To: CB10
Pipe Diameter: 1.0000 ft
Pipe Length 31.8277 ft
Up invert : 403.9000 ft
Collection Area: 1.3700 Ac.
Design Flow 0.7729 cfs
Pipe Capacity 4.6671 cfs
Design Vel 4.1737 fps
Pipe Full Vel 6.0984 fps
PIPE REACH ID No. P12
From: CB12 To: CB05
Pipe Diameter: 1.0000 ft
Pipe Length 183.9918 ft
Up invert 397.5000 ft
Collection Area: 4.1600 Ac.
Design Flow .. 3.0769 cfs
Pipe Capacity 4.0017 cfs
Design Vel 5.2930 fps
Pipe Full Vel 5.2290 fps
PIPE REACH ID No. P14
From: CB14 To: CB12
Pipe Diameter: 1.0000 it
Pipe Length 175.9346 ft
Up invert .: 398.5700 ft
Collection Area: 3.5900 Ac.
Design Flow 2.6608 cfs
Pipe Capacity 3.8696 cfs
Design Vel 5.0125 fps
Pipe Full Vel 5.0563 fps
n: 0.0120
s: 0.0241
. down invert: 399.0000 ft
Dsgn. Depth:
Travel Time:
n: 0.0120
s: 0.0126
0.25 ft
0.58 min
down invert: 403.5000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0092
0.29 ft
0.13 min
down invert: 395.8000 ft
DsgnDepth:
Travel Time:
n: 0.0120
s:0.0086
0.69
0.58
down invert: 397.0500 ft
Dsgn Depth: 0.64
Travel Time: 0.58
f·t
min
ft
min
6
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
. page
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P15
From: CB15 To: CB14
Pipe Diameter: 1.0000 ft
pipe Length 56.8859 ft
Up invert : 399.4300 ft
Collection Area: 1.9900 Ac.
Design Flow 1.4719 cfs
Pipe Capacity 5.1187 cfs
Design Vel 5.3403 fps
Pipe Full Vel 6.6886 fps
PIPE REACH ID No. P16
From: CB16 To: CB15
Pipe Diameter: 1.0000 ft
Pipe Length 36.0139 ft
Up invert 399.6500 ft
Collection Area: 0.3900 Ac.
Design Flow 0.2831 cfs
Pipe Capacity 5.8864 cfs
Design Vel 3.6681 fps
Pipe Full Vel 7.6917 fps
PIPE REACH ID No. P17
From: CB17 To: CB04
Pipe Diameter: 1.5000 ft
Pipe Length 331.2537 ft
Up invert : 388.4000 ft
Collection Area: 10.7800 Ac.
Design Flow 6.8592 cfs
Pipe Capacity 7.6892 cfs
Design Vel 4.6062 fps
Pipe Full Vel 4.4656 fps
PIPE REACH ID No. P18
From: CB18 To: CB17
Pipe Diameter: 1.5000 ft
Pipe Length 142.8986 ft
Up invert : 389.4000 ft
Collection Area: 10.7800 Ac.
Design Flow 6.8592 cfs
Pipe Capacity 10.7199 cfs
Design Vel 6.0796 fps
Pipe Full Vel 6.2256 fps
n: 0.0120
s: 0.0151
down invert: 398.5700 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0200
0.38 ft
0.18 min
down invert: 398.9300 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0039
0.15
0.16.
down invert: 387.1000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0076
1.18
1.20
down invert: 388.3100 ft
Dsgn Depth: 0.91
ft
min
ft
min
ft
Travel Time: 0.39 min
7
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====;===============================================================
REACH SUMMARY
PIPE REACH ID No. P19
From: CB~9 To: CB18
Pipe Diameter: 1.5000 ft
Pipe Length 145.5610 ft
Up invert 390.4000 ft
Collection Area: 10.6100 Ac.
Design Flow 6.7150 cfs
Pipe Capacity 10.1735 cfs
Design Vel 5.8080 fps
Pipe Full Vel 5.9083 fps
PIPE REACH ID No. P21
From: CB21 To: CB19
Pipe Diameter: 1.2500 ft
Pipe Length 112.1606 ft
Up invert : 390.7100 ft
Collection Area: 8.1700 Ac.
Design Flow 5.0800 cfs
Pipe Capacity 8.3422 cfs
Design Vel 6.7394 fps
Pipe Full Vel 6.9765 fps
PIPE REACH ID No. P22
From: CB22 To: CB21
Pipe Diameter: 1.0000 ft
Pipe Length 140.5205 ft
Up invert 392.7000 ft
Collection Area: 8.0800 Ac.
Design Flow 5.0037 cfs
Pipe Capacity 4.7117 cfs
Design Vel 6.3709 fps
Pipe Full Vel 6.1568 fps
PIPE REACH ID No. P23
From: CB23 To: CB22
Pipe Diameter: 1.0000 ft
Pipe Length 155.0516 ft
Up invert 400.4100 ft
Collection Area: 7.5100 Ac.
Design Flow 4.5876 cfs
Pipe Capacity 9.2833 cfs
Design Vel 11.1560 fps
Pipe Full Vel 12.1305 fps
n: 0.0120
s: 0.0069
down invert: 389.4000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0122
0.93 ft
0.42 min
down invert: 389.3400 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0128
0.74 ft
0.28 min
down invert: 390.9000 ft
Dsgn Depth:
Travel Time:
( surcharged
n: 0.0120
s: 0.0497
0.37
ttl
down invert: 392.7000 ft
Dsgn Depth: 0.52
Travel Time: 0.23
ft
min
ft
min
8
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P24
From: CB24 To: CB23
Pipe Diameter: 1.0000 ft
Pipe Length 46.0435 ft
Up invert 401.5000 ft
Collection Area: 5.9100 Ac.
Design Flow 3.3987 cfs
Pipe Capacity 6.7208 cfs
Design Vel 8.1222 fps
Pipe Full Vel 8.7821 fps
PIPE REACH ID No. P25
From: CB25 To: CB24
Pipe Diameter: 1.0000 ft
Pipe Length 47.1699 ft
Up invert : 401.6800 ft
Collection Area:
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
PIPE REACH
From: OUT1 To:
5.5200 Ac.
3.1156 cfs
2.5717 cfs
3.9669 fps
3.3604 fps
ID No. P34
Pipe Diameter:
Pipe Length
Up invert
2.0000 ft
114.1600 ft
343.9200 ft
Collection Area:
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
29.0300 Ac.
19.8923 cfs
147.9120 cfs
31.1544 fps
48 . .3190 fps
PIPE REACH ID No. P35
From: CB35 To: CB34
Pipe Diameter: 2.0000 ft
Pipe Length 124.8239 ft
Up invert 381.2300 ft
Collection Area: 29.0300 Ac.
Design Flow 19.8923 cfs
Pipe Capacity 26.8725 cfs
Design Vel 8.8270 fps
Pipe Full Vel 8.7785 fps
n: 0.0120
s: 0.0261
down invert: 400.3000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0038
0.53
0.09
down invert: 401.5000 ft
Dsgn Depth:
ft
min
ft
Travel Time: 0.20 min
(surcharged t t )
n: 0.0120
s: 0.3131
down invert: 344.6200 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0103
0.51 ft
0.06 min
down invert: 379.9400 ft
Dsgn Depth: 1.35 ft
Travel Time: 0.24 min
9
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY ,CREEK EAST
page 10
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P36
From: CB36 To: CB35
Pipe Diameter: 2.0000 ft
Pipe Length 126.1784 ft
Up invert 384.9400 ft
Collection Area: 29.0300 Ac.
Design Flow 19.8923 cfs
Pipe Capacity 45.3269 cfs
Design Vel 13.2198 fps
Pipe Full Vel 14.8071 fps
PIPE REACH ID No. P37
From: CB37 To: CB36
Pipe Diameter: 1.0000 ft
Pipe Length 115.3029 ft
Up invert 385.5200 ft
Collection Area: 1.9500 Ac.
Design Flow 1. 3988 cfs
Pipe Capacity 2.9526 cfs
Design Vel 3.5113 fps
Pipe Full Vel 3.8582 fps
PIPE REACH ID No. P39
From: CB39 To: CB37
Pipe Diameter: 1.0000 ,ft
Pipe Length 149.9979 ft
Up invert : 386.2700 ft
Collection Area: 1.1300 Ac.
Design Flow 0.7986 cfs
Pipe Capacity 2.9438 cfs
Design Vel 3.0226 fps
Pipe Full Vel 3.8466 fps
PIPE REACH ID No. P40
From: CB40 To: CB39
Pipe Diameter: 1.0000 ft
Pipe Length 32.5730 ft
Up invert 386.4600 ft
Collection Area: 0.6600 Ac.
Design Flow 0.4645 cfs
Pipe Capacity 3.1795 cfs
Design VeIl 2.7432 fps
Pipe Full Vel 4.1547 fps
n: 0.0120
s: 0.0294
down invert: 381.2300 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.97 ft
0.16 min
down invert: 384.9400 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.51 ft
0.55 min
down invert: 385.5200 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0058
0.37
0.83
down invert: 386.2700 ft
Dsgn Depth: 0.27
Travel Time: 0.20
ft
min
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 11
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P42
From: CB42 To: CB36
Pipe Diameter: 2.0000 ft
Pipe Length 179.1368 ft
Up invert 389.4300 ft
Collection Area: 26.4300 Ac.
18.0067 cfs
41.8497 cfs
12.1444 fps
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel . 13.6712 fps
PIPE REACH ID No. P43
From: CB43 To: CB42
Pipe Diameter: 1.5000 ft
Pipe Length 54.0093 ft
Up invert : 390.7900 ft
Collection Area: 26.1900 Ac.
17.8032 cfs
19.4772 cfs
11.6797 fps
11.3115 fps
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
PIPE REACH ID No. P43A.
From: CB43A To: CB43
1.0000 ft
107.9676 ft
391.4300 ft
Pipe Diameter:
Pipe Length
Up invert
Collection Area: 1.5100 Ac.
Design Flow 1. 0480 cfs
Pipe Capacity 3.2052 cfs
Design Vel 3.4622 fps
Pipe Full Vel 4.1883 fps
PIPE REACH ID No. P44
From: CB44 To: CB43A
1.0000 ft
133.9589 ft
392.2300 ft
Pipe Diameter:
Pipe Length
Up invert
Collection Area:
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
1. 5100 Ac.
1. 0480 cfs
3.2172 cfs
3.4716 fps
4.2039 fps
n: 0.0120
s: 0.0251
down invert: 384.9400 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0252
0.96 ft
0.25 min
down invert: 389.4300 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0059
1. 21 ft
0.08 min
down invert: 390.7900 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0060
0.41
0.52
down invert: 391.4300 ft
Dsgn Depth: 0.41
Travel Time: 0.64
ft
min
ft
min
I.
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Eng~neering
HONEY CREEK EAST
page 12
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P45
From: CB45 To: CB44
Pipe Diameter: 1.0000 ft
Pipe Length 32.2490 ft
Up invert 392.4200 ft
Collection Area: 0.8000 Ac.
Design Flow 0.5496 cfs
Pipe Capacity 3.1955 cfs
Design Vel 2.8886 fps
Pipe Full Vel 4.1755 fps
PIPE REACH ID No. P46
From: CB46 To: CB43
Pipe Diameter: 1. 5000 ft·
Pipe Length 186.0672 ft
Up invert 398.2800 ft
Collection Area: 24.3200 Ac.
Design Flow 16.4779 cfs
Pipe Capacity 24.6262 cfs
Design Vel 14.0993 fps
Pipe Full Vel 14.3018 fps
PIPE REACH ID No. P47
From: CB47 To: CB46
Pipe Diameter: 1.5000 ft
Pipe Length 46.3897ft
Up invert 400.6200 ft
Collection Area: 22.7000 Ac.
Design Flow 15.3730 cfs
Pipe Capacity 27.5670 cfs
Design Vel 15.1571 fps
Pipe Full Vel 16.0096 fps
PIPE REACH ID No. P48
From: CB48 To: CB47
Pipe Diameter: 1.0000 ft
Pipe Length 49.0102 ft
Up invert 400.9400 ft
Collection Area: 4.0900 Ac.
Design Flow 2.6475 cfs
Pipe Capacity 3.3639 cfs
Design Vel 4.4666 fps
Pipe Full Vel 4.3956 fps
n: 0.0120
s: 0.0059
down invert: 392.2300 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0403
0.29 ft
0.19 min
down invert: 390.7900 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0504
0.94 ft
0.22 min
down invert: 398.2800 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0065
0.84
0.05
down invert: 400.6200 ft
Dsgn Depth: 0.71
Travel Time: 0.18
ft
min
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 13
=================.==========================~=========================
REACH SUMMARY
PIPE REACH ID No. P60
From: CB60 To: CB47
pipe Diameter: 1.5000 ft
/Pipe Length 268.3151 ft
Up invert 418.0000 ft
Collection Area: 12.9000 Ac.
Design Flow 8.8413 cfs
Pipe Capacity 31.2388 cfs
Design Vel 14.4229 fps
Pipe Full Vel 18.1420 fps
PIPE REACH ID No. P61
From: CB61 To: CB60
Pipe Diameter: 1. 5000 ft
pipe Length 238.0756 ft
Up invert 427.8100 ft
Collection Area: 12.2500 Ac.
Design Flow 8.4022 cfs
Pipe Capacity 24.9155 cfs
Design Vel 12.0609 fps
Pipe Full Vel 14.4698 fps
PIPE REACH ID No. P62
From: CB62 To: CB61
Pipe Diameter: 1.5000 ft
pipe Length 613.2642 ft
Up invert 430.8800 ft
Collection Area: 9.9600 Ac.
Design Flow 6.8412 cfs
Pipe Capacity 8.6843 cfs
Design Vel 5.1257 fps
Pipe Full Vel 5.0435 fps
PIPE REACH ID No. P63
From: CB63 To: CB62
Pipe Diameter: 1.5000 ft
Pipe Length 136.4734 ft
Up invert 431.5600 ft
Collection Area: 9.4300 Ac.
Design Flow 6.4786 cfs
Pipe Capacity 8.6641 cfs
Design Vel 5.0687 fps
Pipe Full Vel 5.0317 fps
n: 0.0120
s: 0.0648
down invert: 400.6200 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0412 .
0.57 ft
0.31 min
down invert: 418.0000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.62 ft
0.33 min
down invert: 427.8100 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
1. 06
1. 99
down invert: 430.8800 ft
Dsgn Depth: 1. 02
Travel Time: 0.45
ft
min
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 14
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P64
From: CB64 To: CB63
Pipe Diameter: 1.5000 ft
Pipe Length 98.4886ft
Up invert : 432.0500 ft
Collection Area: 8.9700 Ac.
Design Flow 6.1978 cfs
Pipe Capacity 8.6576 cfs
Design Vel 5.0241 fps
Pipe Full Vel 5.0279 fps
PIPE REACH ID No. P65
From: CB65 To: CB64
Pipe Diameter: 1.5000 ft
Pipe Length 197.9520 ft
Up invert : 433.0400 ft
Collection Area: 8.5100 Ac.
Design Flow 5.9169 cfs
Pipe Capacity 8.6802 cfs
Design Vel 4.9886 fps
Pipe Full Vel 5.0411 fps
PIPE REACH ID No. P66
From: CB66 To: CB65
Pipe Diameter: 1.0000 ft
Pipe Length 149~0369 ft
Up invert: 433.7900 ft
Collection Area: 0.5000 Ac.
Design Flow 0.4241 cfs
Pipe Capacity 2.9532 cfs
Design Vel 2.5354 fps
Pipe Full Vel 3.8590 fps
PIPE REACH ID No. P67
From: CB67 To: CB66
Pipe Diameter: 1.0000 ft
Pipe Length 36.2353 ft
Up invert 433.9700 ft
Collection Area: 0.2500 Ac.
Design Flow 0.2120 cfs
Pipe Capacity 2.9342 cfs
Design Vel 2.0622 fps
Pipe Full Vel 3.8341 fps
n: 0.0120
s: 0.0050
down invert: 431.5600 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.99 ft
0.33 min
down invert: 432.0500 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.95 ft
0.66 min
down invert: 433.0400 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0050
0.27
0.98
down invert: 433.7900 it
Dsgn Depth: 0.19
Travel Time: 0.29
ft
min
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 15
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P80
From: CB80 To: CB81
Pipe Diameter: 1.0000 ft
pipe Length 112.0402 ft
Up invert 436.0300 ft
Collection Area: 1.3700 Ac.
Design Flow 0.7729 cfs
pipe Capacity 9.4883 cfs
Design Vel 6.9088 fps
Pipe Full Vel 12.3984 fps
PIPE REACH ID No. P81
From: CB81 To: CB82
pipe Diameter: 1.0000 ft
Pipe Length 216.0579 ft
Up invert 430.2100 ft
Collection Area: 1.4200 Ac.
Design Flow 0.8200 cfs
Pipe Capacity 3.2908 cfs
Design Vel 3.3011 fps
Pipe Full Vel 4.3000 fps
PIPE REACH ID No. P82
From: CB82 To: CB83
Pipe Diameter: 1.0000 ft
Pipe Length 28.0000 ft
Up invert 428.8300 ft
Collection Area: 3.6200 Ac.
Design Flow 1.9096 cfs
Pipe Capacity 7.1243 cfs
Design Vel 7.2917 fps
Pipe Full Vel 9.3093 fps
PIPE REACH ID No. P83
From: CB83 To: CB84
Pipe Diameter: 1.0000 ft
Pipe Length 268.1511 ft
Up invert 428.0100 ft
Collection Area: 4.7200 Ac.
Design Flow 2.5464 cfs
Pipe Capacity 12.4443 cfs
Design Vel 11.8161 fps
Pipe Full Vel 16.2609 fps
n: 0.0120
s: 0.0519
down invert: 430.2100 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0062
0.20 ft
0.27 min
down invert: 428.8600 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0293
0.35 ft
1. 09 min
down invert: 428.0100 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0894
0.37
0.06
down invert: 404.0500 ft
Dsgn Depth: 0.32
Travel Time: 0.38
ft
min
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page . 16
=====================================================================
REACH SUMMARY
PIPE REACH ID No. P84
From: CB84 To: CB23
Pipe Diameter: 1.0000 ft
Pipe Length 59.6825 ft
Up invert 404.0500 ft
Collection Area: 4.8400 Ac.
Design Flow 2.6482 cfs
Pipe Capacity 10.2812 cfs
Design Vel 10.4073 fps
pipe Full Vel 13.4344 fps
PIPE REACH ID No. P91
From: CB91 To: CB94
Pipe Diameter: 1.0000 ft
pipe Length 28.4429 ft
Up invert 435.4000 ft
Collection Area: 0.6800 Ac.
Design Flow 0.4478 cfs
Pipe Capacity 4.9369 cfs
Design Vel 3.7100 fps
Pipe Full Vel 6.4511 ips
PIPE REACH ID No. P92
From: CB92 To: CB95
Pipe Diameter: 1.0000 ft
Pipe Length 27.2947 ft
Up invert 434.2000 ft
Collection Area: Ac.
cfs
cfs
fps
fps
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
PIPE REACH
From: CB93 To:
ID No. P93
CB96
Pipe Diameter:
Pipe Length
Up invert
1.0000 ft
28.1800 ft
432.9000 ft
Collection,Area: Ac.
cfs
cfs
fps
fps
Design Flow
Pipe Capacity
Design Vel
Pipe Full Vel
n: 0.0120
s: 0.0610
down invert: 400.4100 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0141
0.36 ft
0.10 min
down invert: 435.0000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0476
0.21 ft
0.13 min
down invert: 432.9000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0000
down invert:
Dsgn Depth:
TravelTime:
ft
min
ft
ft
min
10/17/05 4:15:49 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 17
=====================================================================
REACH SUMMARY
PIPE REACH . ID No; P94
From: CB94 To: CB95
Pipe Diameter: 1.0000 ft
pipe Length 301.5178 ft
Up invert 435.0000 ft
Collection Area: 1. 6200 Ac.
Design Flow 1.0404 cfs
Pipe Capacity 3.4743 cfs
Design Vel 3.6650 fps
pipe Full Vel 4.5399 fps
PIPE REACH ID No. P95
From: CB95 To: CB96
Pipe Diameter: 1.0000 ft
pipe Length 329.9606 ft
Up invert 432.9000 ft
Collection Area: 2.7500 Ac.
Design Flow 1.7493 cfs
Pipe Capacity 2.1742 cfs
Design Vel 2.8967 fps
pipe Full Vel 2.8411 fps
PIPE REACH ID No. P96
From: CB96 To: CB97
Pipe Diameter: 1.0000 ft
Pipe Length 294.0612 ft
Up invert : 432.0000 ft
Collection Area: 3.6900 Ac.
Design Flow 2.3419 cfs
Pipe Capacity 8.1247 cfs
Design Vel 8.4823 fps
Pipe Full Vel 10.6165 fps
PIPE REACH ID No. P97
From: CB97 To: CB48
Pipe Diameter: 1.0000 ft
Pipe Length 271.0018 ft
Up invert : 420.8000 ft
Collection Area: 3.9300 Ac.
Design Flow 2.5118 cfs
Pipe Capacity 11. 2699 cfs
Design Vel 10.9601 fps
Pipe Full Vel 14.7263 fps
n: 0.0120
s: 0.0070
down invert: 432.9000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0027
.0.39 ft
1.37 min
down invert: 432.0000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0381
0.72 ft
1.90 min
down invert: 420.8000 ft
Dsgn Depth:
Travel Time:
n: 0.0120
s: 0.0733
0.38
0.58
down invert: 400.9400 ft
Dsgn Depth: 0.33
Travel Time: 0.41
ft
min
ft
min
, APPENDIXI
HONEY CREEK RIDGE -BASIN B
STRUCTURE REPORT INFORMATION
-
10/17/05 4:2:6 pm
RBVISBD POND DBSIGN
Casey Bngineering
HONBY CRBBK BAST
page 1
====~================================================================
STRUCTURB RBPORT
BXISTING STRUCTURB RBACH ID No. CB01
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Bnt type.:
BASBMBNT-N OF NB 23RD PL
TYPB II
Catch Basin
4.00 sf/l. 50 ft
No special shape
Area/sump:
North
Bast
Rim Blev
Bottom Bl:
Hgrade Bl:
Bnt Loss: 0.000 Bxit: 0.000 App Vel: 0.000 Junct:
Reach
P02
POl
<Invert>
383.100
383.110
<Diam>
24.00
24.00
< n >
0.012
0.012
<Bnd>
Lower
Upper
BXISTING STRUCTURB RBACH ID No. CB01A
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Bnt type.:
BASIN B POND SW CORNBR
TYPB II
Catch Basin
4.00 sf/1.50 ft
No special shape
Area/sump:
North
Bast
Rim Blev
Bottom Bl:
Hgrade Bl:
Bnt Loss: 0.000 Bxit: O.OOOApp Vel: 0.000 Junct:
:Reach
P01A
POl
<Invert>
344.800
344.809
<Diam>
24.00
24.00
EXISTING STRUCTURB RBACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Bnt type.:
N.B. 23RD PL
TYPB II
Catch Basin
4.00 sf/l. 50 ft
A02
No special shape
Area/sump:
< n >
0.012
0.012
<Bnd>
Upper
Lower
ID No. CB02
North
Bast
Rim Blev
Bottom Bl:
Hgrade Bl:
Bnt Loss: 0.000 Bxit: 0.000 App Vel: 0.000 Junct:
Reach
P02
P03
<Invert>
383.900
383.900
<Diam>
24.00
24.00
< n >
0.012
0.012
< Bnd>
Upper
Lower
189785.0000
668658.0000
395.0000
381.6000
0.0000 ft
0.000 Bend: 0.000
189828.0000
668489.0000
350.3000
343.3000
0.0000 ft
0.000 Bend: 0.000
189719.0000
668702.0000
394.8000
382.4000
0.0000 ft
0.000 Bend: 0.000
10/17/05.4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 2
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
N.E. 23RD PL
TYPE II
Catch Basin
4.00 sf/l. 50 ft
A03
No special shape
Area/sump:
ID No. CB03
North .'
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P04
P03
<Invert>
384.700
384.700
<Diam>
18.00
24.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
A04
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB04
North
East
Rim Elev
Bottom El:
Hgrade El:·
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P04
P17
POS
<Invert>
386.320
387.100
386.320
<Diam>
18.00
18.00
12.00
EXISTING STRUCTURE REACH
Location OLYMPIA AVE NE
Str Type TYPE II
Str Cat : Catch Basin
Area/sump: 4.00 sf/LSO ft
Cont Area: A2S
Bend ..... : No special shape
Ent type.: Area/sump:
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
ID No. CBOS
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
POS
P06
P12
<Invert>
395.500
396.200
395.800
<Diam>
12.00
12.00
12.00
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
189693.0000
668719.0000
395.1000
383.2000
0.0000 ft
0.000 Bend: 0.000
189716.0000
668764.0000
394.6900
384.8200
0.0000 ft
0.000 Bend: 0.000
189744.0000
668884.0000
399.8000
394.0000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 3
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/L 50 ft
A25
No special shape
Area/sump:
ID No. CB06
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P06
P07
<Invert>
396.730
397.600
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Olympia Ave NE
TYPE I
Catch Basin
4.00 sf/L 50 ft
A84
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB07
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P10
P08
P07
<Invert>
399.000
399.000
399.000
<Diam>
12.00
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
N.E. 23RD CT
TYPE I
Catch Basin
4.00 sf/L50 ft
A83
No special shape
Area/sump:
< n >
0.012
0.012
0.012
<End>
Lower
Lower
Upper
ID No. CB08
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P09
P08
<Invert>
·398.500
399.500
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Lower
Upper
189653.0000
668948.0000
400.3800
394.8800
0.0000 ft
0.000 Bend: 0.000
189588.0000
669019.0000
402.5000
397.5000
0.0000 ft
0.000 Bend: 0.000
189630.0000
669051.0000
402.5000
397.0000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 4
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
N.E. 23RD CT
TYPE I
Catch Basin
4.00 sf/l. 50 ft
A82
No special shape
Area/sump:
ID No .. CB09
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P09
<Invert>
400.100
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
OLYMPIA AVE NE
TYPE I
Catch Basin
4.00 sf/1.50 ft
A81
No special shape
Area/sump:
ID No. CB10
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P11
P10
<Invert>
403.500
403.500
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
OLYMPIA AVE NE
TYPE I
Catch Basin
4.00 sf/l. 50 ft
A80
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB11
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P11
<Invert>
403.900
<Diam> < n > <End>
12.00 0.012 Upper
189607.0000
669081.0000
402.5000
398.6000
0.0000 ft
0.000 Bend: 0.000
189474.0000
669167.0000
406.2000
402.0000
0.0000 ft
0.000 Bend: 0.000
189497.0000
669189.0000
406.1000
402.4000·
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 5
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
OLYMPIA AVE NE
TYPE I
Catch Basin
4.00 sf/1.50.ft
A22
No special shape
Area/sump:
ID No. CB12
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P14
P12
<Invert>
397.050
397.500
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
A23
No special shape
Area/sump:
< n >
0.012
0.012
<End>
. Lower
Upper
ID No. CB14
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P14
P15
<Invert>
398.570
398.570
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
A23
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB15
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P15
P16
<Invert>
399.430'
398.930
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
189926.0000
668857.0000
401. 2100
395.5500
0.0000 ft
0.000 Bend: 0.000
190099~0000
668825.0000
402.9700
397.0700
0.0000 ft
0.000 Bend: 0.000
190109.0000
668881.0000
402.4300
397.4300
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 6
=============================================================~=======
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/I. 50 ft
A24
No ·special shape
Area/sump:
ID No. CB16
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P16
<Invert>
399.650
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/I. 50 ft
No special shape
Area/sump:
ID No. CB17
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P18
P17
<Invert>
388.310
388.400
<Diam>
18.00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont AJ;:'ea:
Bend ..... :
Ent type.:
NEWPORT CT NE
TYPE II
Catch Basin
4.00 sf/I. 50 ft
A18
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB18
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P18
P19
<Invert>
389.400
389.400
<Diam>
18.00
18.00
< n >
0.012
0.012
<End>
Upper
Lower
190145.0000
668882.0000
402.5100
398.1500
0.0000 ft
0.000 Bend: 0.000
·189464.0000
668979.0000
399.3300
385.6000
0.0000 ft
0.000 Bend: 0.000
189322.0000
668963.0000
399.6000
387.9000·
0.0000 ft
O.OOO·Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 7
=========================================================,============
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NEWPORT CT NE
TYPE I
Catch Basin
4.00 sf/1.50 ft
A19
No special shape
Area/sump:
ID No. CB19
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P21
P19
<Invert>
389.340
390.400
<Diam>
15~00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/!. 50 ft
A21
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB21
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P21
P22
<Invert>
390.710
390.900
<Diam>
15.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
4.00 sf/1.50 ft
A22
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB22
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P23
P22
<Invert>
392.700
392.700
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Lower
Upper
189180.0000
668931.0000
·393.5900
387.8400
0.0000 ft
0.000 Bend: 0.000
189084.0000
668989.0000
393.9100
388.4100
0.0000 ft
0.000 Bend: 0.000
189045.0000
669124.0000
397'.1000
391.2000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 8
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4·.00 sf/l. 50 ft
A23
No special shape
Area/sump:
ID No. CB23
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P23
P24
P84
<Invert>
400.410
400.300
400.410
<Diam>
12.00
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin·
4.00 sf/1.50 ft
A24
No special shape
Area/sump:
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
ID No. CB24
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
. Reach
P25
P24
<Invert>
401.500
401.500
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type::
Catch Basin
4.00 sf/1.50 ft
A25
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB25
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P25
<Invert>
401.680
<Diam> <n > <End>
12.00 0.012 Upper
189041.0000
669279.0000
403.9100
398.4100
0.0000 ft
0.000 Bend: 0.000
189087.0000
669281.0000
405.0700
400.0000
0.0000 ft
0.000 Bend: 0.000
189112.0000
669321.0000
405.1800
400.1800
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 9
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE2
Catch Basin
4.00 sf/l. 50 ft
No special shape
Area/sump:
ID No. CB34
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P34
P35
<Invert>
379.940
379.940
<Diam>
24.00
24.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE II
Catch Basin
4.00 sf/1.50 ft
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower·
ID No. CB35
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P36
P35
<Invert>
381. 230
381. 230
<Diam>
24.00
24.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE2
Catch Basin
4.00 sf/l. 50 ft
B36
No special shape
Area/ sump: f
< n >
0.012
0.012
<End>
Lower
Upper
ID No. CB36
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P36
P42
P37
<Invert>
384.940
384.940
384.940
<Diam>
24.00
24.00
12.00
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
190096.0000
668411.0000
396.5400
378.2400
0.0000 ft
0.000 Bend: 0.000
190206.0000
668352.0000
395.0000
379.7300
0.0000 ft
0.000 Bend: 0.000
190326.0000
668391.0000
393.5100
383.4400
0.0000 ft
0.000 Bend: 0.000'
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 10
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
B37
No special shape
Area/sump:
ID No. CB37
North
East
Rim Elev .
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P37
P39
<Invert>
385.520
385.520
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B39
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB39
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P39
P40
<Invert>
386.270
386.270
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B40
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB40
North
East
Rim Elev
Bottom El:
Hgrade El:.
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P40
<Invert>
386.460
<Diam> < n > <End>
12.00 0.012 Upper
190383.4000
668291.0000
391.6700
0.0000
0.0000 ft
0.000 Bend: 0.000
190509.0000
668209.0000
389.2700
0.0000
0.0000 ft
0.600 Bend: 0.000
190499.0000
668178.0000
389.2700
0.0000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm.
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 11
=====================================================================
STRUCTURE REPORT
/
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE_2-48
Catch Basin
4.00 sf/l. 50 ft
B42
No special shape
Area/sump:
ID No. CB42
North
East
Rim Elev
Bottom El:
Hgrade El:·
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P42
P43
<Invert>
389.430
389.430
<Diam>
24.00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B43
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB43
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P43
P46
P43A
<Invert>
390.790
390.790
390.790
<Diam>
18.00
18.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat· :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE_2-48
Catch Basin
4.00 sf/1.50 ft
No special shape
Area/sump:
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
ID No. CB43A
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P43A
P44
<Invert>
391.430
391.430
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
190319.0000
668570.0000
397.7500
387.9300
0.0000 ft
0.000 Bend~ 0.000
190318.0000
668624.0000
397.7500
389.2900
0.0000 ft
0.000 Bend: 0.000
190422.0000
668595.0000
399.4300
389.9300
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
. Casey Engineering
HONEY CREEK EAST
page 12
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
B44
No special shape
Area/sump:
ID No. CB44
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P44
P45
<Invert>
392.230
392.230
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B45
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB45
North
East
R:i,.m Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P45
<Invert>
392.420
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B46
No special shape
Area/sump:
ID No. CB46
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P46
P47
<Invert>
398.280
398.280
<Diam>
18.00
18.00
< n >
0.012
0.012
<End>
Upper
Lower
190538.0000
668528.0000
395.4200
0.0000
0.0000 ft
0.000 Bend: 0.000
190522.0000
668500.0000
395.4200
0.0000
0.0000 ft
0.000 Bend: 0.000
190313.0000
668810.0000
404.1200
396.7800
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 13
===============================~=====================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
TYPE_l
Catch Basin
4.00 sf/L50 ft
B47
No special shape
Area/sump:
ID No. CB47
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P47
P60
P48
<Invert>
400.620
400.620
400.620
<Diam>
18.00
18.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat : Catch Basin
Area/sump: 4.00 sf/1.50 ft
Cont Area: B48
Bend ..... : No special shape
Ent type.: Area/sump:
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
ID No. CB48
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P48
P97
<Invert>
400.940
400.940
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/L50 ft
B60
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB60
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P60
P61
<Invert>
418.000
418.000
<Diam>
18.00
18.00
< n >
0.012
0.012
<End>
Upper
Lower
190307.0000
668856.0000
404.1200
399.1200
0.0000 ft
0.000 Bend: 0.000
190258.0000
668855.0000
404.1200
399.4400
0.0000 ft
0.000 Bend: 0.000
190294.0000
669124.0000
423.1400
416.5000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 14
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area;
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/I. 50 ft
B61
No special shape
Area/sump:
ID No. CB61
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App.Vel: 0.000 Junct:
Reach
P61
P62
<Invert>
427.810
427.810
<Diam>
18.00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
B62
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB62
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P62
P63
<Invert>
430.880
430.880
<Diam>
18.00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4~00 sf/1.50 ft
B63
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB63
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P63
P64
<Invert>
431.560
431. 560
<Diam>
18.00
18.00
< n >
0.012
0.012
<End>
Upper
Lower
190288.0000
669362.0000
434.0400
426.3100
0.0000 ft
0.000 Bend: 0.000
190270.0000
669975.0000
443.6400
429.3800
0.0000 ft
0.000 Bend: 0.000
190250.0000
.670110.0000
441.6400
430.0600
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 15
=================~====~==============================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B64
No special shape
Area/sump:
ID No. CB64
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P64
P65
<Invert>
432.050
432.050
<Diam>
18.00
18.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B65
No special shape
Area/sump:
< n >
0.012
'0.012
<End>
Upper
Lower
ID No. CB65
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P65
P66
<Invert>
433.040
433.040
<Diam>
18.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
B66
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB66
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P66
P67
<Invert>
433.790
433.790
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
190202.0000 .
670196.0000
440.4400
430.5500
0.0000 ft
0.000 Bend: 0.000
190074.0000
670347.0000
438.3400
431. 5400
0.0000 ft
0.000 Bend: 0.000
189978.0000
670461.0000
437.0400
0.0000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 16
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cant Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B67
No special shape
Area/sump:
ID No. CB67
North
East
Rim Elev'
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P67
<Invert>
433.970
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cant Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
4.00 sf/l. 50 ft
A80 '
No special shape
Area/sump:
ID No. CB80
North
East
Rim Elev
Bottom El:
Hgrade El: .
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P80
<Invert>
436.030
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cant Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
4.00,sf/1.50 ft
A81
No special shape
Area/sump:
ID No. CB81
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P80
P81
<Invert>
430.210
430.210
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Lower
Upper
189950.0000
670438.0000
437.0400
0.0000
0.0000 ft
0.000 Bend: 0.000
189055.0000
669954.0000
432 ".6000
434.5300
0.0000 ft
0.000 Bend: 0.000
189058.0000
669842.0000
432.6000
428.7100
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 17
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
4.00 sf/1. 50 ft
A82
No special shape
Area/sump:
ID No. CB82
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P82
P8l
<Invert>
428.830
428.860
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
4.00 sf/1.50 ft
A83
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB83
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P83
P82
<Invert>
428.010
428.010
<Diam>
12.00
12.00
, EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
NE 21ST ST
TYPE I
Catch Basin
'4.00 sf/1. 50 ft
A84
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
ID No. CB84
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P84
P83
<Invert>
404.050
404.050
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
189063.0000
669626.0000
431. 2200
427.3300
0.0000 ft
0.000 Bend: 0.000
189063.0000
669598.0000
431. 0000
426.5100
0.0000 ft
O.OOO,Bend: 0.000
189072.0000
6159330.0000
406.9000
402.5500
0.0000 ft
0.000 Bend: 0.000
, --'
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 18
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l.50 ft
B91
No special shape
Area/sump:
ID No. CB91
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P91
<Invert>
435.400
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B92
No special shape
Area/sump:
ID No. CB92
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P92
<Invert>
434.200
<Diam> < n > <End>
12.00 0.012 Upper
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B93
No special shape
Area/sump:
ID No. CB93
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P93
<Invert>
432.900
<Diam> < n > <End>
12.00 0.012 Upper
189626.'0000
669501.0000
437.5000
0.0000
0.0000 ft
0.000 Bend: 0.000
189924.0000
669450.0000
436.2000
0.0000
0.0000 ft
0.000 Bend: 0.000
190240.0000
669395.0000
435.0000
0.0000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 19
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B94
No special shape
Area/sump:
ID No. CB94
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P94
P91
<Invert>
435.000
435.000
<Diam>
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B95
No special shape
Area/sump:
< n >
0.012
0.012
<End>
Upper
Lower
IDNo. CB95
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P95
P94
P92
<Invert>
432.900
432.900
432.900
<Diam>
12.00
12.00
12.00
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat :
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/1.50 ft
B94
No special shape
Area/sump:
< n >
0.012
0.012
0.012
<End>
Upper
Lower
Lower
ID No. CB96
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P96
P95
<Invert>
432.000
432.000
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
189631.0000
669529.0000
437.3000
0.0000
0.0000 ft
0.000 Bend: 0.000
189928.0000
669477.0000
436.3000
431.4000
0.0000 ft
0.000 Bend: 0.000
190253.0000
669420.0000
435.5000
430.5000
0.0000 ft
0.000 Bend: 0.000
10/17/05 4:2:6 pm
REVISED POND DESIGN
Casey Engineering
HONEY CREEK EAST
page 20
=====================================================================
STRUCTURE REPORT
EXISTING STRUCTURE REACH
Location
Str Type
Str Cat
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
Catch Basin
4.00 sf/l. 50 ft
B97
No special shape
Area/sump:
ID No. CB97
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P97
P96
<Invert>
420.800
420.800
<Diam>
12.00
12.00
< n >
0.012
0.012
<End>
Upper
Lower
EXISTING STRUCTURE REACH ID No. OUT1
Location
Str Type
Str Cat
Area/sump:
Cont Area:
Bend ..... :
Ent type.:
CONTROL FLOW SPLITTER #1
TYPE II-72
Catch Basin
0.00 sf/1.50 ft
No special shape
Area/sump:
North
East
Rim Elev
Bottom El:
Hgrade El:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P34
<Invert>
343.920
<Diam> < n > <End>
24.00 0.012 Upper
EXISTING STRUCTURE REACH ID No. OUT2
Location
Str Type
Str Cat
Str Diam
Cont Area:
Bend ..... :
Ent type.:
CONTROL'FLOW SPLITTER #1
TYPE II-72
Dummy Structure
0.00 in
No special shape
Str Diam :
North
East
Rim Elev
Bottom El:
HgradeEl:
Ent Loss: 0.000 Exit: 0.000 App Vel: 0.000 Junct:
Reach
P01A
<Invert>
344.800
<Diam> < n > <End>
24.00 0.012 Upper
190259.0000
669126.0000
423.1000
419.3000
0.0000 ft
0.000 Bend: 0.000
189982.0000
668417.0000
353.4200
343.9200
0.0000 ft
0;000 Bend: 0.000
189982.0000
668417.0000
350.0000
343.9200
0.0000 ft
0.000 Bend: 0.000
Wayne Jones
Lakeridge Development, Inc.
PO Box 146
Renton, WA 98057
tel: 425-228-9750
eml: joneswayne@qwest.net
(owner / applicant / contact)
Val Bradley
2262 Shelton Ave NE
Renton, WA 98056
tel: 425-277-6533
(party of record)
Tina Escobar
2541 Lynnwood Ave NE
Renton, WA 98056
(party of record)
Don & Deborah Vandermark
3540 NE 24th Street
Renton, WA 98056
tel: 425-226-9605
(party of record)
Updated: 01/27/06
, \
PARTIES OF RECORD
Honey Creek East Prelim Plat
LUA05-144, PP, ECF
Robert C. Kaufman
Law Offices of Herman, Recor,
Araki, Kaufman, Simmerly &
Jackson, PLLC
2100 116th Avenue NE
Bellevue, WA 98004
tel: 425-451-1400
(party of record)
John Ortiz
4113 NE 24th Street
Renton, WA 98059
tel: 425-228-2702
(party of record)
To Whom it May Concern
3231 NE 25th Street
Renton, WA 98057
(party of record)
Doreen Jones
3912 NE 23rd Place
Renton, WA 98056
(party of record)
Curt & Nancy Whittendorfer
3201 NE 25th Street
Renton, WA 98056
tel: 425-271-7531
(party of record)
Donald L. Frueh & Carrie
Christianson
2507 Lynnwood Avenue NE
Renton, WA 98056
tel: 425-255-2514
(party of record)
(Page 1 of 1)
II
~ '1}' ~ " "" " ~ ::u tl '~
".. _~ !t·,~ ~ii"'.
0' Ih" N.E.23RD"CX'C==-~;}~I: , ..
A,"---=d;==~\o
1i:5 116 I:~ II.:'
\./ 105'
:,L~'Ofm .. , ::S b
::@ II~ II~ ,," !I§
t'
':
" " " " " " " " " " " :1
I" " , , , .-
UGBND
<-~
GENERAL NOlES ok PLAN SHEET CALL OUTS:
GENERAL NOTES:
'SA!lTARX 5D!5ft
-PROPOSED I..OlS 101:2.. AND 11 'MtOUCH 17 TO TIE INTO THE EXISllNG
SNmARY SDIER COrto£YN«:E SYS1Bt mAT ~ SIERRA t£IGIilS ElnIEMTARY SCHOa...
-PROPOSED NEW SS CONVEYANCE SYS1DI AS SHOWr4 ON THIS PLAN SHEET 10 BE tf' PVC
-SEE SANITARY SEllER AS-aUILT PlANS ~ THE EXISlING SS S'I'51EM COrCS1RUC'IED .tHlN ME 2JRO ST/NE24m PL OTY OF RDmlN PlAN SHEET 5-21eoclA -TO REMAIN.
2 lflP!N QAtJNq-
-PROPOSED STORM S1RUC1URE BEnE£)I LOTS 15 AHD 111 TO PIa( UP Rtf' DRAINS.
THIS S1RIJC1URE WI.L BE El1HER A HGH POINT OR A LOW PONT 'M1HIN THE aJL-OE-SAC.
llIE El«DEERIMG DESIGN WILL 0ClIRM1NE THE ElLVA110N OF 1)£ RIM OF THIS S1RUClURE
BASED UP04 1HE DESIGN GRADINC OF THE Wl-DE-SAC.
-PROPOSED NEW STORM a:JN'v£YANCE S'rS1DI AS 9fOaI ON ntS PLAN SHEET TO BE IT CPEP
-SEE 1l£ ST1lRM DRAINAGE AS-BUILT PlANS Fat THE DCISllNG STORM S'I'SlDI CONS1RUC1ED .-ntH HE 2JRO ST/NE241H PI... Q1Y OF RENTON PlAN SHEET R-21to -TO REMAIN ••
3. pmHJ1C wAlIR;
-AT lHE TlWE fE [)ICINEERING PI..AH SI..IBMITTAI.., 1}£ lOCAl1ONS Of tHE H'ItlRANTS BOlli
ON-SIlE AND 'M1HIN NE 2JRDST/NE241H PI.. 'MLL BE BASED UPON 1HE ~ AND APPROVAL
Of THE alY Of REJrmIrt F1RE WAR9tAL
-PRCJPOSm NEW DOMESTIC WATER COM~ANCE S'I'ST£M AS SHCMoI ON 1HIS PlAN SHEET to BE t1' D.L
-SEE 1}£ DOMESTIC WATER AS-BlALT PlANS FOR 1HE ElCISllNQ WATER SYSlDI aJNSTRUC1ED 'M1HIN
NE 2JRI) ST,hCE24lH PL aTY Of ~ PlAN stnT ~21BO -TO RDAAI(.
-1}£ EHGIMEERINC DESlCiN FOR K WATER S'I'ST(M -.J.. SHOW 11£ LDCAlIONS AfrrI) 'm'ES Of 1HE
BEJC)S, lIES, VALVES,. IH) 01HER El.DCENTS REQUIRED BY 1H£ alY PRIOR to ENGINEIRING PI..AH APPROVAL..
.1~~ ~ ',]2 BQAAr?~-"'i~ ~ 15 i \
• , I\TJP .,~=.I -~ , to
. ..." ~.::
10) ~ t'\-"
14 _ /,
(ij : , ,
'f . t-&t~-------j J ---------~-----------j~
I •• I I I 620'
370' r.i tIi
~ ~
is ~
PLAN SHEET CAlL-OUTS:
o ElCISTINQ CRADE CONTOURS
(9 PROPOSED PREl.MNARY DESIGN CXJrrnMtS o ElCISllNG EASEIroIENlS-SEE PREUMINARY PlAT PlAN SHEET 1 OF ,
@DClSTJMCH"I'tlRANTTDBERELOCAlED o PROPOSED WAtER TIE-IN ro ElQSlINC rf' WAlER UN[ .lHIN THE
SIERRA HEIGHTS aDENTAAY SCHOOl. PRCPERTY.
@ PROPOSED WAtER ~ LOCATION
ill PROPOSED H"I'DRANT L.OCA~
@ EXIST H'rtlRANT -10 RDWN
@PROPOSED rf' D.L WAtER -l'I1"
@PR<lPOSED1'L'CPEPSl'ORM-T'IP
® PROPOSED rf' P\C SS -1'I'P
EXPIRES 5-13-07
(M rH .. /VAL'I[
CASEY ENGINEERING
P.O. BOX f2a5 FALL CITY, irA N024-1255:
(206) 227-81B7
CITY OF RENTON
FILE I
:::;
GRAPIfiC SCALE
. ~ i T ~--~ --(III nzr J I t.b _ 110 fl
LAKERlDGE DEVELOPMENT
P.D. BOX l~ RENTON. WA. 9lei7
(206) 228-8750
HONEY CREEK EAST
GENERALIZED UTlUTIES PLAN
-·D.CASEY!....., AS HOlD) !~(.OSr\/C-U$1In4.OlllO ! .... _1_
""'NO'EWEER, 2005 --.. ~ ._1_
.t ,
370'
'. " /~d;==~, 8
Ii i \1 ~
II Q II,!
105' ~ 820' -,~
::,:'
'C' Jj§,ofm 'bl<
UIGJlNI) ::~ II';! lis.!
~~
II' "&
rj ~:'R_ :: 100 ~tt~;!i,T 1~ C7
" " " " " " " " I' I,
:: : I ,
GENERAL NOTES & PLAN SHEET CALL -OUTS'
GENERAL NOTES:
AREA IN SQUARE fEU Of ]HE ENTIRE pRop£RJY'
THE SITE CONSISTS OF' 35O,631.f
ABEA Of WORK IN SQUARE EfU'
. THE AREA OF WORK IS APPROXIMATELY 350,631.f
BOlli THE NUMBER Of IONS AND CUBIC YAROS Of SOIL TO BE ADDED RfMpW OR Rfl OCAJEQ'
APPROXIMATELY 1,000 YARDS OF IlAPORT WATERIAL 'MU BE ADDED TO mE SITE
APPROXIMATELY 1,500 TONS Of IMPORT MATERIAL 'MLL BE ADDED TO THE SITE
D'Pf ,ANP IOCADON Of fill ORlG!PN AND pESDNADON Of ANY SOU ill BE RfMQ\fI) fROM SlJE'
NO MATERIAL IS ANTlOPA1ED TO BE REMOVED FROt.t THE SITE AT THIS liME
5. THE EL£VAllONS OF THE FINISHED flOORS AS AHO~ ON nilS PLAN SHEET
ARE CONCEPRlAl. AND 'MLL BE REVISED AT THE l1ME OF ENGiNEERIN.G DESIGN
TO REFlECT THE ACTUAL ENGINEERING DESIGN OF THE 55 AND STORt.l CONVEYANCE S'I"SlEt.I
PLAN SHEET CALL-OUTS:
o EXIS'TlNG GRADE CONTOURS
ill PROPOSED PREUMINARY DESIGN CONTOURS o EXISllNG EASEt.tENTS-SEE PRELIMINARY ?LA T PLAN SHEET 1 OF 1
EXPIRES ~13-07
I-I
GRAPlnC SCAlE
( Dlnzr) .!Dah _ 110 ft..
FH*/VAl\l[ I I
CASEY ENGINEERING P.o. BOX'Z5S FALL CfTY, IrA 88024-'25.5:
(2M) 227-6r87
CITY OF RENTON
FILE I
("I
IAKERIDGE DEVELOPMENT P.o. BOX 148, RENTON. WA.. 8B057
(206) 228-9750
HONEY CREEK EAST
CONCEPTUAL Gl/ADING PIAN
-"D.CASEY~ AS NOlED "'"NOVEMBER. ZOO5I --. __
r.q
fIl
~ ...:
~ ~ :::;
--'-. -'-
ElOSTING ROADWAY CL
INTERSECTION SE l00TH/12811-1 SE 5T": 34+04.33 ELEV: 443.2
~
~
~ ~
~
----1-------;--.,..;:.-..,----[ -------'-------'-------------____ ~----~A4Q.._--1 -I------t-
I I I I I I I I II I I ~_'I I I , I I I I I I I I II I t ____ i ______ L430 ___ J ------l_ _~ __ -__ J _____ -l-_____ L _____ J ______ l ______ ' _____ J ______ 1 ______ : ______ J-4J.Q ___ 1 ______ U _____ J_ -----l-
\ \ I, \ I EXISTING ~.S. UNE \ \ \ \ \ EXlS~G WATER ~E : : : : : : :
I I I I I I I t I • I I I I II I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I II I I
___ ~ ______ -:-420 ____ ~ _____ ~ ______ 1-______ ~ _____ J ______ ~ ____ --~-----~------':'------L-----~-------i-_____ -L _____ ~-----_1 ______ ~420 ___ ~---_--lL-----~-----~-
I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I. II I I I , I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I II I I
___ ~------+!1O----~-----~------+------:------~------+------~-----jl------+------~-----_1------+------~-----_1------.:-------l-4.10---~------.:-~-----l_-----~-
I I I I I I I 1-I I I I I I I I I I I II I I I I I I I I I I I I I I 1 I I I I I I II I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I II I I
I ! ~ ! : I : ~ ! I ! : DA1VJIELEY : ! : ! ! :: ! I
33+00 34+00 35+00 36+00
N.E.
LOW POINT ElEV = 441.16
LOW POtNT STA = 2+89.36
PVI STA -2+81.03
PVI ElEV = 440.99
A.D. ""' 3.00
~
37+00
24TH ST.
1"=50'
1 "=10'
38+00
/ N.E.
HORIZ
VERT
39+00
23 RD.
'1
~
~ ~
~
g
40+00 41+00
PL.
~I
~
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< <
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N.E. 24TH CT.
1 "=50' -HORIZ
1 "=5' -VERT
GRAPIDC SCALE t. _ oJ t...i ~--~ ":'
( .. rar) 1 t.!a _ ilia ft.
43+01
EXARES 5-13-07
NE 24TH ST/NE 23RD PL '·-'0'
I~-I'IIOPOSID
=
-"...
NE 24TH ST/NE 23RD PL
'·-'0'
-"...
N.E.24TH CT.
'''-10'
-' CASEY ENGINBERlNG P.o. BOX 1255 FALL CITY. WA 5I802of-l2a!Ji
LAK1IRIDGE DEVELOPJIENT
P.O. BOX 146, RENTt»I" W .... aeo57
(208) 228-9750 (208) 227-8187
CITY OF RENTON
FILE I
HONEY CREEK EAST
ROAD PROFILES Ie STI/EET SECTIONS
....... D.CASEYI~ ASNOTED I=-~I-:"'~
.. OCTOBER,. 200S I I • _J_
~ ~ N I Q.ti'$~.~i ":4''1 ","",",;.0
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N.E.23rd CT.;-/ . I u._ --'" --' I -:::.~~~~::,) ~ "105' .
1"1'~ liif;
It \ "¥ I It;; ::,"= W 11-'
I iii 1 • I ::~
.If) :i~
C 1-~
(-
"" "
. ' UNPLATTED
Preliminary Plat of
HONEY CREEK EAST
a portion of NE 1/4, SEC. 4, T-23 N., R-5 E., W.M .
\ King County, Washington
c z-
II r }
-\
-\ '" o GRAPHIC SCAlE o 2!> !II) -=-oj Ioooooj==-=::J
(INrEET)
1 met>. ~ ft
,
UNPLATTED
370'
-,-~ ~' UN~GIlOU~O-COMI.!~ATION ~~t ~~S[~9E~1;~
r:"=i~;;'U -t-_ ... "'Uu ,.. -10' U~l1f-~ I 10T---=-=--OPf(::":~~ -LOT ·X· -NON-BUllDmc lOT I~ --.," 620' ~ (11,1005' 9'0.0) Q g
,." S'E: "'R", 'vo~E:'Gf-.j I 5<1/-3; lSI
VICINITY MAP
I. 'W '00
W > « z o Z :::>
~
)J ~ ;',i
~ )'
00
UJ
I-~ ~ I:' it" III UJ
!I~
~ _. I
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,~,'.8.DI , ... 'F~ . -L'
C e; ~ (~_~!{E' ~"~. '": <, .~ ~-W
0' .1_ >( I ,~ .. ,' T 7 ~ ~, '--. 0~,G0,G",] , , ~,; I .. "..~ -,', ~j r-I !
I
.J ~,' .-
l' ..-.J
s,,;.>f2.>f2.f>
'0
I I~ ~ ,r W I
LEGAL DESCAlP1lON·
PARC(l A:
THAT PORTION or THE E .... ST HALF or THE NORTHEAST O\.JARl[R or SfCTIQN 4.
TOWNSHIP 23 NORTH. RANGE 5 EAST. W.t.I .. IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS
BEGINNING AT A POINT ON THE EAST UNE or SAID SUBDIVISION WHICH IS NORTH 1"55'59~
[AST 990 FEET fROIIA THE SOUTHEAST CORNER THEREOF; THENCE NORTH 88'9'25" 'M:ST
FOR A DISTANCE or 650 rEET; THENCE SOUTH 1"SS'59~ WEST FOR A DISTANCE OF 170
FEET; THENCE NORTH 88'19'25" WEST FOR A DISTANCE OF 660.89 FEET TO THE WEST
UNE or Tl-iE SUBDIVISION; THENCE NORTH 1'36'00· [A$T ALONG SAID \',£$T UNE FOR A DISTANCE or SOD FEET:
THENCE SOUTH 88'19'25" EAST FOR A DISTANCE or 1,313.80 FEET TO THE EAST UNE OF SAID NORTHEAST QUARTER; niENCE SOUTH 1'55'59" v.tST fOR A DISTANCE OF 330 FEET TO THE POINT Of
BEGINNING;
EXC[PT niE NORni 300 FEET or THE EAST 400 FEET THEREOF, EXCEPT THE WEST 135.11 FEET OF THE SOUTH 170 FEET niEREOF;
EXCEPT THE EAST 10 rEET OF THE SOUTH 170 FEET THEREOF.
EXCEPT THE EAST 30 FEET or THE REI.IAINDER FOR ROAD;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY 8'1' OEED RECOROED UNDER
RECORDING NU~BER 20031114000579
PARCEL B:
niAT PORTION OF THE SOUTHEAST QUARTER Of' THE NORTHEAST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH. RANGE 5 EAST, WI.I .. IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS
BEGINNING AT THE NQRniWEST CORNER or LOT 1. BLOCK I, SIERRA HEIGHTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUI.IE 54 Of PLATS, PAGE 3. IN KING COUNTY.
WASHINGTON. -THENCE SOUTH 1"55'59" WEST ALONG THE WEST UNE OF SAID LOT AND ITS PRODUCTION
A DISTANCE Of 170 FEET; niENCE NORTH 88'9'25" I'.£ST 10 fEET;
THENCE NORTH 1"55'59" EAST 170 FEET; THENCE SOUTH 88'19'25" EAST 10 FEET TO THE POINT Of BEGINNING; AND EXCEPT THAT PORTION CONVEYEO TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUUBER 20031114000579
SITE INFORMAllONo
ENGINEER: CASEY ENGINEERING
P.O. BOX 1255
FALL CITY, WA 98024-1255
PHONE: 206-227-8187
SURVEYOR= OALEY-I.IQRROW-POBLETE, INC
726 AUBURN WAY NORTH
AUBURN. WA 98002
PHONE: 253-333-2200
OWNER(S): 'Mol WAYNE JONES & OEBRA JONES
LAKERIDGE OEVELOPI.IENT, INC
ACREAGE:
NUMBER OF LOTS
EXISTNG ZONlNC>
P.O. BOX, 146 RENTON. WA 98057 PHONE: 425-228-9750
LOT SIZES (SO FT): SEE LOT AREAS ON
THIS ;LAN SHEET
UJ
AREA OF st.tALL.EST LOT' 4,660 Sf
SENSIT1YE AREA'
STREET AREA (SO FT): 38.969s!± / _890e
PRIVATE ACCESS 1,226Sf± EASEMENT AREA.
PROPOSED DENSITY: ~ ",.03 DU/GA
ALlOWABlE DENSITY: 4.0 DU/GA (M!N) TO 8.0 OU/GA (MAX)
PROPOSED USE: SINGlE FAMilY
RESIDENTIAL
WATER: CITY or RENTON
SANITARY SEWS>
OPEN SPACE X:
Sf",,,,,,,,,, N""GNrSI Y°t.. 5 4 /.::3
-I --j t-1-_I
NOTES 1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON. INC, PLAT CERTIfiCATE ORDER NO 490625. O ... TfO
SEPTEUBER 5, 2002 AND SUPPLEPL£I,ATAL REPORTS 11, 12, ;3, AND Ii': THEREOF DATEO !~ARCH 24. 2003,
APRil 8. 2005. JULY 7. 2005, AND OCTOBER 31, 2005 WERE RELIED UPON "OR THE DISCLOSURE OF THE
VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY PLAT Wt1ICH ACCORDING TO SAID
PLAT CERTIFICATE IS SUBJECT TO THE fOLLOWING AND OTHER SPECIAL EXCEPTIONS
A. 1[RI.IS AND CONDITIONS OF PUGET SOUND POWER & UGHI COMPANY EASEMENT RECORDED UNDER
RECORDING NUI.IBER 2515267
B. TERMS AND CONDITIONS OF STORM DRAINAGE EASE~ENT AND JOINT MAINTENANCE AGREEMENT
RECORDED UNDER RECORLlING NUI.IBER 9711120787
C CHARGES AND fEES 'OR SEv.£R SERVICE CONNECTION AS O1SCLOSED BY CHY Of REN10N ORDIN;'NCE
No. 4025 RECORDED UNDER RECORDING NUMBER 86120.31455
D ASSESSMENT DISTRICT AND CHARGES FOR SU\I£R SERVICE CONNECTION AS DISCLOSED [lY CIl'r 0' RENTON ORDINANCE No. 448? RECORDED UNDER RECORQlNG NUMBER 9412020474 E. RIGHT Of THE PUBLIC TO I.IAKE NECESSARY SLOPES FOR CUTS AND fIllS CONTA1NEi) IN OEW
RECORDED UNDER RECOROING NUMBER 20031114000579 F ELECTRIC TRANSMISSION/DISTRIBUTION LINE EASEMENT RECORDED UNDER RECORDING No. 950113027~ SAID EASEI.IENT IS DESCRIVEO AS CONSTRUCTED OR TO BE CONSTRUCED AND NOT GRAPHICALLY OEPICT[O
HEREON. G TERI.IS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO> 5138. RECORLJEO UNDER RECORD!NG NUI.IBER20050627DO0165
NO WARRANTY IS HEREBY MADE. EXPRESS OR IMPLIED. "'S TO THE ACCURAt'T MiD/OR COo,!PlETNESS OF
SAID PLAT CERTIFICATE
2 THE TOPOGRAPHY SHOWN HEREON IS PER THE APPROVED "HONEY CREEl-. OFF -SITE" ENGINElRING
PLAN SET, KING COUNTY REFERENCE NUMBER P#2246, ANO THE CITY OF R(NTON "'S-BUILT PLAN
SHEEl 11'-2160.
D~~~:;~~~~~~~ NC.
PHONE: (25.3)'OB3-2200 (FAX)333-2206
~ DATUM:
8ENCHMAAI(.
CITY OF" RENTON BM. No1182
ELEVATION = 42>0.:'4
LAKERIDGE: DEVELOPMENT
P.O. BO. 146. RENTON, WA. 98057
(206) 228-9750
~ .. ," _,,-,"OF
HONEY CREEK EAST
Cl [) ENGINEERING -SURVEYINCl f'FEI..I.CNARY PlAT PLAN StEEr .... LAND PLANNING CITY OF fENTON R-E No.
"""",,,Oro<.,,, SMR "' .... I" .. 50' 00 __ 02290PP __ 1.. __
~." 22 NOV 05: I· .. • 02290 1 •
!Hi
r.j
~ -..:
~ ~
~ '\1\
10 33 I I~~\~
':1 ~ , 0 ;;~
!~: 1-1-------_
Ii~ I,,,, pi
" ;}
UlGEND
~ ~~~lrJ "---
\
/
/' I-I
<-~ ~~ I ~ '-::( rrJ:::-=;=l:;I'-, / ~ I ~I, /,~'
~ ! 1-I :.\: 1;:~~~"~.;,..:'~'~~Jf':~=-~3RD -PL-
'?"'" I-:=Tr~.;;=== 0"'\0£ ~ "'~ I I 11'P ~.;':' 1m
'j iU-------L----------------'----_ NE-22NiJ-PL-
GENERAL NOTES:
1. THE lHlE LOCAllONS AS 5HO'M4 ON 'MS PI..NrI SHEET MI£ APf"ItOlCIWAlE_
flrW..lHlELOCA1IONS ..... 1lE8ASE01.PON'KfIrW..~Pl..Na 1HATTNCEIIffl)ACCOIMT"HLOCA'llONSar~UlIJlIES, stAEETUCHT PCII.£S, UlIJTYVMlI.1S,. AHD ...... BOX LOCAlIOI!L
2. l..ANDSCAP£TREESREWREP02TREESPDtLOT-8IITRttS
3. I..ANOSCAP£TREESPROWJm-... lREES
SEE PUNlIoIC SCHEDU..E -tHS SHEET
PlANTING SCHEDULE
S1Wa. I Pt»IT "AIlE
e I MOUNTAIN ASH -SORBUS AMERICANA-
* I FLOWERIHC OERRY -NEWPORT -...ruNus~A-
QUANTITY SIZE
1.75-CAUPER
2.l 1.75-CAlIPER
GRAPIDC SCALE
kow.oU-J i i
(IXI'IB!') IIIIDh _ IiO ft.
~.
EXPIRES !r13-07
~ORo&ESIZESSH>JJ.N""OI.lOWS lfIUSUPTOo5WI1S,N)C<lIPER_ "{.I.UCE "IHS~'; W(1~I~J TO '~W(ll.)c.o..U-
TIf.>ffU< .... ~E (1f' oat co." fI,OUG>! to .[(0' FRCoI ~-.. 1J.l()O' frn WII{ T""'" OO(M!IQ<T P!.ASIlC.<)5( ~II[I.CN(;(Io(X.(>,IO~I(~(l~"JCfCJII;'WrH_II$f[·.ou.!I<A..:I£S"""'I"':"'1
n.:-'_lOOS({JCSC<""'·o<t()llt>&!"-O''''MOl_50'''';1<O~1OO>([N!)S'l>tE'POS!:O
1i.s"::(~5tlll<All
(.i<VAMlE"J.0I( (fI UBU !WISl"'''EIJIJ;MIt.
1<0 , <,) .... (' ~ , 1 ~ "') ~ST"'£SOOcr:>t[~ ...... O'IE"S,.·[ .. '[R"'-
..... S'AI<1'551"<1!i1:ORMNOtillXlE 1t€(I)G[c<lH£POOIEIAlL
.SSl.fl[IH'"'HEl'£.,IOIhGS"OII"ACEorT''EF'II()T£CT'llECM~0f'H[''R[C«CAlht""",'SIT"{1I!E[T'"''' IS' W ... ," c-r ,1"M (~5 '"J
Il(I.(M: All SI"''''; OS SOC!< AS THE 10[£ "'S CI<C'In< sumaN' ROOIS !O OI1:~OtIE 1Of: O<I<)£l,IW T"'1~:)'J"EDT>'ElflUTOB(ST"'IDS1"ES~8[0{1OMtl't::",T[l>TI-[['IOCfT"'F,F>S' ....,...;~..-r{"P\.lII' ...
R.r.on·ONS'''''' "L.<!.T.h(:"'l((!D'.h
o TREE STAKING DETAIL -TREES 75WW (3 IN.) CAUPER OR LESS
~~(){~~, ~~~~:~.~ .. ~-I~rl·) ti"";~f'[~D .... , ~,
:=~;I;~~g¥1~
~~~.;l1i:%;;~t~(~~"'
TREE PLANTING DETAIL -BolB TREES IN ALL SOIL TYPES
~~~.~~ ;:':Sl'::;;.:.;' ~~;;;t ;~. ~.~;;., !;:!~~.'l II. " "
CASEY ENGINEERING £AKERlDGE DEVELOPMENT P.O. BOX 1<W5, RENTON, WA. 98057
(208) 228-9750
P.o. BOX '2!J!5 F'ALL CITY. WA tI8024-12!J!j
(206) 227-B'S7
CITY OF RENTON
FILE ,
HONEY CREEK EAST
CONCEPTUAL LANDSCAPE PIAN
-"D.CASEYIICU AS NDTIO 1=l.<ST\>C-u.sm.--I ..... -'-..... OCTOBER. 2005 ""--. ~ ",_, _
~
f:i 1" 5 ;:
i'
-__ S.E~lN!tb §L....
vJt-KING COUNTY
'1"15'
..........
'-
"
~04: ~ " q,~ ~.f-~d).
KING COUNTY
RENTON SCHOOL DIS17UCT 14f}3
SIERRA HEIGHTS ELEMENTARY SCHOOL
RENTON CORPORATE BOUNDARY
HONEY CREEK EAST -SITE
--..lJE 22ND P~ ________
I~ E I I I, I ,I ,I ,I I 51 I I I I I I I I I I I~ 5'1' I I I
1/ ! I~ I ) ,-. ----~ 4>/_ _ N.E. 22ND !rr.
2:::.
t:/[/,
p
GRAPIflC SCALE
"'-• ..r ~ ~ ~
(DIna)
1~-tDDft.
[XPtRES 5-13-07
... ~ §
Iil
~ I
'" I
~
~
13 ~
oj
'" ~ ....
13 §
LAKERIDGE DEVELOPMENT
P.o. BOX 146, RENTON. WA. 518057 (206) 228-11750
HONEY CREEK EAST
NEIGHBORHOOD DETAIL MAP
_ .... o.cASEYI sa.r ' .... ,00· 1~tA$T\><-[U""p"'I-.r_'_
""'NOVENBER. 2005 ""'--'-'I'SD ... __ '
i ... --=d;==~\D
1i3 1)6 II~ II~ ilL:' '" ::."1" 1<1 lie
!;~
II':! I:!
,
,,0
118
{.J. 1~=¥4;-kl_
:: " " " " "
" " " I" " ,
:
GENERAL NOTES & PLAN SHEET CALL-OUTS'
GENERAL NOTES:
1. THE EXISTING TREES AS SHOWN ON THIS PlAN SHEET ARE PER FIELD SURVEY PERFORMED BY T.C.A., INC. 199J±. l'REES THAT WERE
LOCATED wmllN THE EXISTING ROW AND 40'± FROM THE EDGE CF
THE EXISTING ROW HAVE 'lllERE REMOVED AS A PART OF THE
CONSTRUCTION Of NE24TH STjNE 2JRD PL
2. THE EXISTING UNDERSTORY CONSISTS Of THE FOlLO'WING
PREDOMINANT VEGETATION:
-NA TlVE AND NON-NA TlVE GRASSES
-SALLAL. NA TIllE FERNS
-NON-NAllV[ BLACKBERRIES
PlAN SHEET CAlL-OUTS:
o 8.5.B.L -TYP BASED UPON aTY CODE
@ ClEARING UNITS 0 PROP UNE -TYP
ill PERIMETER TREES -TO BE SAVED
TREE LEGEND:
S'r'¥801. DpE *,s
*"4C
o'~
o,ocw
DOUGlAS FIR
WESlERN REO CEDAR
AlDER
COTIONWOOO
SWAp! PESCRIpUON *_ TO BE RETAINED (IF POSSIBtE)
012CW TO BE ROIOVED
,..
0PlRES ~1J-07
t"
GRAPInC SCALE
( .. na') llaah _ 110 ft..
fH "/VA~VE I
CASEY ENGINEERING
P.e. BOX '2~ FALL CfTY, WA 94024-J2551 (206) 227-81B7
CITY OF RENTON
FILE I
"SPot ... ., (" COIli"'l
LAKERlDGE DEVELOPMENT P.o. BOX 146, RENTON. WI\. 98057
(206) 228-9750
HONEY CREEK EAST
r.i CIi
~ 'Ii
~ ~ ;;,
TREE CU7TING / lAND CLEARING PLAN
--~CASEYl-'-ASNOTED Ic,\llC-tAS1\IC~ ___ I';"'~ --octtiiER,~I---~ 1,,_'_
~
~ ..
r--------__ ,
: 17 :
I • I I I ""------.1 n------, ,ij 16 ~ i!. ______ J
-............ ft!iF
"=.="''''-~ a 111 ~c::;=: ._ .... _, . .. ..... J. 1 .... -... . ... I·----"'---~L;i>' "~" . ..:b== .. ="t-~~========.",...,.= ..... en' c:t=2 I . -, --------------____ ;a"..;;:;oo I!L -v. l e.J ;,,---________________ _ .----J--II I I I ...
2+
M
.---.,...---... -.~-----.~---~--.~------__ .c. __________________________ _ ~. , "'--_ .. _--
GENERAL NOTES:
1. lHE 'TREE LOCAnONS AS SHOWN ON 1HJS PLAN SHEET ARE APPROlaMAlE • ANAL 1REE LOCAlIONS wu. IE BASED uP<II 1HE ANAL ENIlIHEERING PlANS tHAT TAKE INTO ACCOUNT 1HE LOCA11ONS or UNDERGROUND U1IlJ1IES.
S1REET UQIfT !'<US, U1IUlY VAlJL11I, NIl) IIAIL BOX LOCATIONS.
2. l.ANDSCN'E mEES REQUIRED 0 2 mEES fER LDT -88 mEES
3. l.ANDSCN'E mEES PROWlED -94 1REES
SEE P\AHlING samlUl£ -lItIS SHEET
PLANllNG SCHEDULE
S'l\tBOL PLANT NAME
ED MOUNTAIN ASH
"SORBUS AMERICANA"
• FlOYtalING CHERRY -NElW'ORT
"PRUNUS CERASFERlA"
QUANlITV
71
23
T)1)Iccd TAle Ilk Shrub Planting
SZE
1.75" CAUPER
1.75" CAUPER
.,
-§ ~.,=-.. ...g-
O .
eee
I.GuJ-.I Y apadng I I 35'+/--
~
EXPIRES 5-1!-07
~
_, i::LvPMENT PLANNING
GITY OF RENTON
MAY 172006
RECEIVED
~'1lgWOO!~~.=
~~'f;'iD'I!ffi'c8f'~~8i'
v:tIaaJlCDflI1Xl'O:laalC2mClt:::'ntt3't1a:1'CllOiIt.:::I~
1!S1!f'=_
~~-~~
fi'li!\¥llillli!.f2!.""U
GRAPHIC SCAU: ,. ",. ,. 1"'8-.----( ... , s ..... eo a.
CAS8Y1lNG1NIlIDllNO ,..0. IfIQX rztlll n.u. crJ'Y. 1M INJOH-IZMi QGcrJ ~ttJ7
Cll'Y 01' llIlN'ION
mill
LAIC1IRlDG1l DllVIILOPIIJINT
P.o. lOX 1..,. REJmIN. WA. Q8Q57
(2110)""""
lIONEJ[ CREEK EAST--I'
CONCI!P2'I1AL UNDSCAPIf PLAN
-·...,....,1-ASN01ED I------I=+-~2005-__ p_
r.
.. ,
.,.
.-.
,:,ku&,::9?,:,;;/ll~, · ... ·."'i
..... ' . '. ',-.
" . :
.... '. '.:
· ".
. . ' "
.' Denis.La,w
. Mayor.' ..
......
',.: ~
"'.,' -
. -, ....
'.-, ','
-:'" " .... ~;[J
d!I.:.
Department o{Community and Economic De~elopment
. .. :,' '.' 'C.~uChtp":Vince;'t,Administrator·;.·
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-TO wHorvirr.MAy. CONCERN: :' .. .~ .. -',:'
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. ' ... '. .. : Please See atta6hed new plats, .short plats and mLiltf-huilding·.,develoi)fnents that have
· . re'cently been addressed, Some:ofthese have been recorded' andLam sL!pplyinga:list ". . .pn new 'p~rcel !1'umberswiththe'ne\oV addre~se~_ .~f the plat IS not recorded (,NR),I am : .
',' ' ... oriiy givingyo~,th~.plat map with the heWpbtentlal ~ddtesseswrih~n on it: This.pac~et ."
'includes plats sarting with·letters.G ':"'LMore.to.comelqtei"! '. ". '. :.' •... .' . . ~ .'. .. ' . . , . . , .. . : :.' .·~I¢ase: ~dd these addresses:to Y~l!r~:City:director.iesarid;riiaps, ... . ,,'.'
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'Windsor Circle!H_arrnony . Grove P'I~t
Highlarrd EStates DivZ.. .
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Highland .. :Estates Sh.ort Plat. . . ·.Hilitrest Village'BSP',' ..
Honey Cr€.ek. East pratO
'jass¢nStiort Plat (NR) .
. . ' La~re!hu.r?t 11If>I~t. "~
'. .' H6nybrookCitde/~avenna (/\lR)
Hoquiam Court Short Plat' . .' .. ~ .'
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SITE ADORES' ~ 38 NE 23RD PLACE v
HONEY CREEK EAST LO CURRENT KING CDUNTY PARCEL #0423059228
SCALE
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PID PLATNAME PLATLOT PSTLADDRESS
3448900010 HONEY CREEK EAST 1 3830 NE 23rd PI
3448900020 HONEY CREEK EAST 2 3836 NE 23rd PI
3448900030 HONEY CREEK EAST 3 3824 NE 23rd PI
3448900040 HONEY CREEK EAST 4 3818 NE 23rd PI
3448900050 HONEY CREEK EAST 5 3812 NE 23rd PI
3448900060 HONEY CREEK EAST 6 3806 NE 23rd PI
3448900070 HONEY CREEK EAST 7 3821 NE 24th Ct
3448900080 HONEY CREEK EAST 8 3829 NE 24th Ct
3448900090 HONEY CREEK EAST 9 3835 NE 24th Ct
3448900100 HONEY CREEK EAST 10 3911 NE 24th Ct
3448900110 HONEY CREEK EAST 11 3915 NE 24th Ct
3448900120 HONEY CREEK EAST 12 3921 NE 24th Ct
3448900130 HONEY CREEK EAST 13 3937 NE 24th Ct
344a900140 HONEY CREEK EAST, 14 3943 NE 24th Ct
3448900150 HONEY CREEK EAST 15 3944 NE 24th Ct
3448900160 HONEY CREEK EAST 16 3938 NE 24th Ct
3448900170 HONEY CREEK EAST 17 3932 NE 24th Ct
3448900180 HONEY CREEK EAST 18 3926 NE 24th Ct
3448900190 HONEY CREEK EAST 19 3920 NE 24th Ct
3448900200 HONEY CREEK EAST 20 3914 NE 24th Ct
3448900210 HONEY CREEK EAST 21 3908 NE 24th Ct
3448900220 HONEY CREEK EAST 22 3902 NE 24th Ct
3448900230 HONEY CREEK EAST 23 3834 NE 24th Ct
3448900240 HONEY CREEK EAST 24 3828 NE 24th Ct
3448900250 HONEY CREEK EAST 25 3822 NE 24th Ct
3448900260 HONEY CREEK EAST 26 3816 NE 24th Ct
3448900270 HONEY CREEK EAST 27 3810 NE 24th Ct
3448900280 HONEY CREEK EAST 28 3804 NE 24th Ct
3448900290 HONEY CREEK EAST 29 3726 NE 24th St
3448900300 HONEY CREEK EAST 30 3720 NE 24th St
3448900310 HONEY CREEK EAST 31 3714 NE 24th St
3448900320 HONEY CREEK EAST 32 3708 NE 24th St
3448900330 HONEY CREEK EAST 33, 3702 NE 24th St
3448900340 HONEY CREEK EAST 34 2336 Queen Ave NE
3448900340 HONEY CREEK EAST 34 3703 NE 24th St
3448900350 HONEY CREEK EAST 35 2328 Queen Ave NE
3448900360 HONEY CREEK EAST 36 3709 NE 24th St
3448900370 HONEY CREEK EAST 37 3725 NE 24th St
3448900380 HONEY CREEK EAST 38 3729 NE 23rd PI
3448900390 HONEY CREEK EAST 39 3735 NE 23rd PI
3448900400 HONEY CREEK EAST 40 3741 NE 23rd PI
3448900410 HONEY CREEK EAST 41 3805 NE 23rd PI
3448900420 HONEY CREEK EAST 42 3813 NE 23rd PI
3448900430 HONEY CREEK EAST 43 3819 NE 23rd PI
Preliminary Plat bonditions of Development (Summary) Lef\05-144, PP, ECF
Project Condition Source of When Compliance Party Responsible Notes
Condition is RequirE7d
A revised landscape plan Hearing At the time of Applicant
shall be submitted at the Examiner construction permit
time of construction application
permit application to the
Development Services
Division project manager
for review and approval.
The revised landscape
plan shall show a
minimum 5-foot
landscape along all public
(existing anf proposed)
right-of-way frontages,
provided that if additional
undeveloped right-of-way
in excess of 5 feet exists
that this also shall be
landscaped. If less than 5
feet of undeveloped right-
of-way exists, then the 5-
foot landscaped strip may
be installed within the
front yards of the
proposed lots along the
street frontage. Two trees
shall be planted within the
front yard areas or
planting strips of each lot.
A homeowner's Hearing Prior to final plat Applicant
association or Examiner recording
maintenance agreement
shall be created
concurrently with the
recording of the final plat
in order to establish
maintenance
responsibilities for shared
roadway, storm water and
utility improvements. A
draft of the document(s)
shall be submitted to the
City of Renton
Development Services
Division for review and
approval by the City ,
Attorney and Property
Services section prior to
the recording of the final
plat.
Preliminary Plat LuJlditions of Development (Summary) .... l1A05-144, PP, ECF
Project Condition Source of When Compliance Party Responsible Notes
Condition is Required
Either a revised Hearing At the time of Applicant
significant tree retention Examiner construction permit
plan shall be submitted application
with the construction
permit application
proposing to retain a total
of 23 trees or 9 of the
proposed trees to be
planted shall be 2-inch
caliper trees.
The applicant shall Hearing Prior to final plat Applicant
procure an easement for Examiner recording
a water line across the
school district property.
The applicant shall be ERC At the time of Applicant/Builder/Con
required to provide a construction perm it tractor
Temporary Erosion and application/During
Sedimentation Control Construction
Plan (TESCP) designed
pursuant to the
Department of Ecology's
Erosion and Sediment
Control Requirements
outlined in Volume II of
the Stormwater
Management Manual and
provide staff with a
Construction Mitigation
Plan prior to issuance of
the Construction Perm its.
This condition shall be
subject to the review and
approval of the
Development Services
Division.
The project shall be ERC During Construction/ Applicant/Contractor
required to modify the Prior to final plat
existing Honey Creek approval
Ridge storm water
detention pond to provide
the necessary volumes
and orifice sizes to meet
the 1992 Ecology Manual
Storm bank Erosion
Control Standard for both
Honey Creek Ridge and
Honey Creek East.
v Preliminary Plat Luoditions of Development (Summary) LOA05-144, PP, ECF
Project Condition Source of When Compliance Party Responsible Notes
Condition is Required
Limit peak rate of runoff ERC During Construction/ ApplicanUContractor
to 50% of the existing Prior to final plat
condition 2-year, 24-hour approval
design storm while
maintaining the existing
condition peak rate for the
10-year and 100-year, 24-
hour design storms.
The existing pond will ERC During Construction/ ApplicanUContractor
need to be modified to Prior to final plat
provide the required approval
water quality volume for
the Honey Creek Ridge
(based on the 1990 King
County Surface Water
Design Manual) and
Honey Creek East (based
on the 1998 King County
Surface Water Design
Manual). Any design
changes to the existing
pond will require
geotechnical analysis and
review.
The applicant shall pay a ERC Prior to final plat Applicant $22,822.68
Parks Mitigation Fee approval
based on $530.76 per
each .new single family
lot.
The applicant shall pay a ERC Prior to final plat Applicant $30,863.25
Traffic Mitigation Fee in approval
the amount of $75 per net
new average daily trip.
The applicant shall pay a ERC Prior to final plat Applicant $20,984.00
Fire Mitigation Fee based approval
on $488.00 per new
single family lot.
Haul hours are limited Code During Construction ApplicanU
from 8:30 am to 3:30 pm Contractor/Builder Monday through Friday
Within 30 days of Code During Project ApplicanU
completion of grading Construction Contractor/Builder work the applicant shall
hydroseed or plant
appropriate vegetation.
Preliminary Plat Londitions of Development (Summary) LOA05-144, PP, ECF
Project Condition Source of When Compliance Party Responsible Notes
Condition is Required
Construction hours are Code During Project ApplicanU
from 7:00 am to 8:00 pm Construction Contractor/Builder Monday through Friday
and 9:00 am to 8:00 pm
on Saturday and no work
is allowed on Sundays.
Short Plat Conultions of Development (Summary) LlJft1l6-043, SHPL-H
Project Condition Source of When Compliance Party Responsible Notes
Condition is Required
The applicant shall obtain Hearing Prior to recording of Applicant
a demolition permit and Examiner the short plat.
complete all necessary
inspections and approvals
for the removal of all
buildings on the site prior
to recording of the short
plat. The satisfaction of
this requirement is
subject to the review and
approval of Development
Services.
Temporary Erosion Hearing During Construction I Applicant I Contractor
Control standards shall Examiner Prior to recording of
be installed and the short plat.
maintained in accordance
with the Department of
Ecology Standards.
A revised landscape and Hearing At the time of Utility Applicant
frontage improvement Examiner Construction Permit
plan shall be submitted at Application.
the time of Utility
. Construction Permit
Application. Sidewalks
and street side plantings
shall be approved by the
City.
The applicant shall pay a Hearing Prior to recording of Applicant $4,305
Traffic Mitigation Fee Examiner the final short plat.
based on $75 per
average daily trip
generated by the project.
A maintenance Hearing Prior to the recording Applicant
agreement shall be Examiner of the short plat.
created concurrently with
the recording of the short
plat in order to establish
maintenance
responsibilities for all
shared improvements.
The agreement shall be
placed on the face of the
final short plat prior to
recording.
! .'
Short Plat ConUltions of Development (Summary) LUi\.06-043, SHPL-H
Project Condition Source of When Compliance Party Responsible Notes
Condition is Required
A Tree Hearing At the time of Utility Applicant
Protection/Replacement Examiner Construction Permit
Plan shall be submitted Application.
with the Utility
Construction Permit
Application providing for
either the retention or
replacement (with
minimum 2-inch caliper
trees) for a total of 25% of
existing significant trees.
A revised landscape plan Hearing At the time of Utility Applicant
shall be submitted Examiner Construction Permit
proposing two trees within Application.
the front yard areas of all
of the proposed lots.
The applicant shall pay a Hearing Prior to recording of Applicant $2,928
Fire Mitigation Fee based Examiner the final plat.
on the rate of $488 for
each new single-family
residence.
The applicant shall pay a Hearing Prior to recording of Applicant $3,184.56
Parks Mitigation Fee Examiner the final plat.
based on the rate of
$530.76 for each new
single-family residence.
Access and maintenance Hearing During Construction / Applicant / Contractor
of the easement to Examiner Prior to recording of
proposed Lot 1 shall be the short plat.
subject to review and
approval by the City and
City Attorney.
Haul hours are limited Code During Construction ApplicanU
from 8:30 am to 3:30 pm Contractor/Builder Monday through Friday
Within 30 days of Code During Project ApplicanU
completion of grading Construction Contractor/Builder work the applicant shall
hydroseed or plant
appropriate vegetation.
Construction hours are Code During Project ApplicanU
from 7:00 am to 8:00 pm Construction Contractor/Builder Monday through Friday
and 9:00 am to 8:00 pm
on Saturday and no work
is allowed on Sundays.
STATE OF WASHINGTON, COUNTY OF KING}
AFFIDAVIT OF PUBLICATION
PUBLIC NOTICE
Jody L. Barton, being fIrst duly sworn on oath that she is the Legal Advertising
Representative of the
King County Journal
a daily newspaper, which newspaper is a legal newspaper of general
circulation and is now and has been for more than six months prior to the date
of publication hereinafter referred to, published in the English language
continuously as a daily newspaper in King County, Washington. The King
County Journal has been approved as a Legal Newspaper by order of the
Superior Court of the State of Washington for King County.
The notice in the exact form annexed was published in regular issues of the
King County Journal (and not in supplement form) which was regularly
distributed to its subscribers during the below stated period. The annexed
notice, a
Public Notice
was published on August 28, 2006.
The full amount of the fee charged for said foregoing publication is the sum
of$121.80.
gal Advertising Representative, King County Journal
Subscribed and sworn to me this 28th day of August, 2006. \"gli'.:-'F,fpp \\\. r <·1/
" 0.. \) '-'an,. /".-
NOTICE OF ENVmONMENTAL
DETERMINATION
ENVIRONMENTAL REVIEW
COMMITI'EE
REl'<"TON. WASHINGTON
The Enviromnental Review Com-
mittee has issued a Detennination of
Non-Significance for the following pro-
ject under the authority of the Renton
Municipal Code.
North Talbot Emergency Power
Generation Facility
LUA06-084, SA-A, ECF
Location: 1900 Talbot Road S. The
applicant is requesting Em;ron-
mental (SEPA) Review and
Administrative Site Plan approval
to construct a power generation
facility in the R-8 zone to supply
water in the event of an emergency.
A mobile generator would be
housed in a 968 sq ft, 18 ft. high
building. It would be operated only
in an emergency and tested for 30
minutes once a month. Insulation
would limit the operating volume
0:..''. \.'" ,. " {l .. D .' 1/' ) . ~/ P 1\ ~ }': .. /C:o",mis:/~.~;~:-J. %. Du cr-n ~ " .. ",--\. , .:> -
-. I) ~ i'/i . .J........ B D Cantelon :-. '-: . 'tOr-.,;. '0, --, '-. I :::' Notary Public for the State of Washington, Residing in Kent, Was!!ingto!!: 7 ~~ :
PO Number: ~_ \C\ 2070 ,: :4 :::: ~" . ../'f .; <S> ........ • .:: ~_t~ ~ .. ~OF .cl~:,,::
'-;',,0., °0 , Wash-.r,9>' '" cP'~J'O ~"C.Ctl"Q ~
It, ry' () b\\.G .,' ~i/I'. • U , \.\\, 'b~liUbUU bH\'\
to 75 dB or lower. The applicant
proposes to landscape an approxi-
mately 15 ft wide area surrounding
the building with sight obscuring
vegetation. Curbs, gutt.ers, side-
walks and a planting strip would
be added along the frontage to
Talbot Rd. S.
Appeals of the environmental
determination mnst be filed in writing
on or before 5:00 PM on September
11, 2006. Appeals mnst be filed in
writing together with the required
$75.00 application fee with: Hearing
Examiner, City of Renton, 1055 South
Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed
by City of Renton Municipal Code Sec-
tion 4-8-110.B. Additional infonnation
regarding the appeal process may be
obtained from the Renton City Clerk's
Office, (425) 430-6510.
Publication Date: August 28,
2006
Published in the King County Journal
August 28,2006. #861429
•
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,CITY:'OF RENTON
August 15, 2006
Waylle Jones
Lakeridge Development, Inc.
POBox 146
Renton, W A 98057
Re: Honey Creek'aast.Preliminary Plat, LUA-05-144, PP
NE 23rd PllNE.24th ·St. between Queen and Shelton Avenues NE
Dear Mr. Jories:
City Clerk
Bonnie t Walton
At the regular Council meeting of August 14, 2006, the Renton City Council adopted the
recommendation of the hearing examiner.toapprovethe referenced preliminary plat, '
. subject to conditions tobem6t at later stages·ofthe.platting process. .'
Pursuant to RCW,a·fiJ).al plat meeting all ~equiren1ents ofState.la~ and Renton
Municipal Code'sh(,lHbe submitted·to the .City for approval. within five years.ofthedate
'. of preliminary pl~t appro"al. '. .
In can provideaq.dltionalinformation or assistan~e, please feel free 'to .call. .'
';. " . . '" . . »',
Sincerely,
. . .
~vJ:uJ~
Bonnie 1. Walton
. City Clerk
. cc: Mayor Kathy Keolker .:
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CounciL President RandY.Corman
Jennifer' Hemling, . Pr'indpal rlallner
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.. , :.~ThiSpapercontainS50%~clildmaterial.30%·postcons(Jri,er . .., .
August 14,2006
CONSENT AGENDA
Council Meeting Minutes of
8/7/2006
Finance: Financial
Management Policies
Plat: Honey Creek East, NE
23rd PI, PP-05-144
CAG: 03-033, SW 27th
St/Strander Blvd Extension
Design, Perteet
UNFINISHED BUSINESS
Finance Committee
Finance: Vouchers
Transportation (Aviation)
Committee
Airport: Department of Natural
Resources Aquatic Lands
Leases
Renton City Council Minutes Page 273
Responding to Mayor Pro Tern Corman's inquiries, Economic Development
Administrator Alex Pietsch stated that the property is included in the proposed
Maplewood Addition annexation. He explained that the City is considering a
Comprehensive Plan amendment that would perpetuate the Residential Mobile
Home Park zoning status for this property.
Indicating that the property owner has expressed interest in selling the property,
Mr. Pietsch noted that if the park residents are not able to purchase the property,
they would like the property to be annexed to the City with manufactured
housing zoning so they can be protected. He confirmed that if the mobile home
park residents are successful in purchasing the property themselves, the existing
use would remain legal non-conforming.
Items on the consent agenda are adopted by one motion which follows the
listing.
Approval of Council meeting minutes of 8/7 12006. Council concur.
Finance and Information Services Department recommended approval of the
Financial Management Policies to be included in the 2007 Preliminary Budget.
Refer to Finance Committee.
Hearing Examiner recommended approval, with conditions, of the Honey Creek
East Preliminary Plat; 43 single-family lots on 8.05 acres located at NE 23rd PI.
between Queen and Shelton Avenues NE. Council concur.
Transportation Systems Division recommended approval of Supplemental
Agreement No.4 to CAG-03-033, agreement with Perteet, Inc. for design
services for Phase 1, Segment 2A in the amount of $855,000 for the SW 27th
St./Strander Blvd. Connection Project. Refer to Transportation (Aviation)
Committee.
MOVED BY NELSON, SECONDED BY PALMER, COUNCIL APPROVE
THE CONSENT AGENDA AS PRESENTED. CARRIED.
Mayor Keolker arrived at 7:14 p.m.
Finance Committee Chair Persson presented a report recommending approval of
Claim Vouchers 250780 -251423 and three wire transfers totaling
$4,085,112.81; and approval of Payroll Vouchers 64792 -65187, one wire
transfer, and 654 direct deposits totaling $2,327,121.18. MOVED BY
PERSSON, SECONDED BY LAW, COUNCIL CONCUR IN THE
COMMITTEE REPORT. CARRIED.
Transportation (Aviation) Committee Chair Palmer presented a report
recommending concurrence in the staff recommendation to approve termination
of Washington State Department of Natural Resources (DNR) Aquatic Lands
Lease Agreement No. 22-090012. The Committee also recommended
acceptance of the new DNR Aquatic Lands Lease Agreement No. 22-A90012
for the Will Rogers-Wiley Post Memorial Seaplane Base at the Renton
Municipal Airport.
I
The Committee further recommended that the Mayor and City Clerk be
authorized to execute both lease agreements. The Committee also
recommended that the resolution regarding the leases be presented for reading
and adoption. MOVED BY PALMER, SECONDED BY PERSSON,
COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See
page 274 for resolution.)
~ OF RENTON COUNCIL AGENDP.
I AI#:
Submitting Data: For Agenda of: 8/14/2006
DeptlDi v!Board .. Hearing Examiner
Staff Contact.. .... Fred J. Kaufman, ext. 6515 Agenda Status
Consent. ............. X
Subject: Public Hearing ..
Correspondence ..
Honey Creek East Preliminary Plat Ordinance .............
File No. LUA-05-144, ECF, PP Resolution ............
Old Business ........
Exhibits: New Business .......
Hearing Examiner's Report and Recommendation Study Sessions ......
Legal Description and Vicinity Map Information .........
Recommended Action: Approvals:
Legal Dept.. ...... .
Council Concur Finance Dept.. .. ..
Other .............. .
Fiscal Impact:
Expenditure Required... NI A Transferl Amendment. ..... .
Amount Budgeted ....... Revenue Generated ........ .
Total Project Budget City Share Total Project..
SUMMARY OF ACTION:
The hearing was held on June 27, 2006. The Hearing Examiner's Report and Recommendation on the
Honey Creek East Preliminary Plat was published on July 13,2006. The appeal period ended on July 27,
2006. The Examiner recommends approval of the proposed preliminary plat subject to the conditions
outlined on page 6 of the Examiner's Report and Recommendation. Conditions placed on this project
are to be met at later stages of the platting process.
STAFF RECOMMENDATION:
Approve the Honey Creek East Preliminary Plat with conditions as outlined in the Examiner's
Report and Recommendation.
RentonnetJagnbiJIl bh
July 13,2006
OFFICE OF THE HEARING EXAMINER
CITY OF RENTON
Minutes
APPLICANT/OWNER:
LOCATION:
SUMMARY OF REQUEST:
SUMMARY OF ACTION:
DEVELOPMENT SERVICES REPORT:
PUBLIC HEARING:
Wayne Jones
Lakeridge Development, Inc.
PO Box 146
Renton, W A 98057
Honey Creek East Preliminary Plat
File No.: LUA 05-144, ECF, PP
NE 23rd PlacelNE 24th Street between Queen Avenue NE
and Shelton Avenue NE
Approval for a 43-10t subdivision of an 8.05-acre site intended
for the development of single-family residential lots.
Development Services Recommendation: Approve subject to
conditions
The Development Services Report was received by the
Examiner on June 20, 2006.
After reviewing the Development Services Report, examining
available information on file with the application, field
checking the property and surrounding area; the Examiner
conducted a public hearing on the subject as follows:
MINUTES
The following minutes are a summary of the June 27, 2006 hearing.
The legal record is recorded on CD.
The hearing opened on Tuesday, June 27,2006, at approximately 9:46 a.m. in the Council Chambers on the
seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner.
The following exhibits were entered into the record:
Exhibit No.1: Yellow file containing the original Exhibit No.2: Preliminary Plat Plan
application, proof of posting, proof of publication and
other documentation pertinent to this request.
Exhibit No.3: Conceptual Grading Plan . Exhibit No.4: Generalized Utilities Plan
Exhibit No.5: Tree Cutting and Land Clearing Plan Exhibit No.6: Conceptual Landscape Plan
Exhibit No.7: Neighborhood Detail Map Exhibit No .. 8: Zoning'Map
Honey Creek East Prelimina~ t
File No.: LUA-05-144, ECF, Pr
July 13, 2006
Page 2
I Exhibit No.9: ERC Mitigation Measures
The hearing opened with a presentation of the staff report by Jill Ding, Senior Planner, Development Services,
City of Renton, 1055 S Grady Way, Renton, Washington 98055. The property is located to the west of Union
Avenue NE and is bisected from northwest to southeast by NE 24th Street which turns into NE 23rd Place, Queen
Avenue NE is located along the western property boundary and the site is north ofNE 22nd Place. The property
is located within the R-8 zoning designation and the Residential Single-Family Comprehensive Plan
designation. The site is approximately 8 acres in area and is proposed to be subdivided into 43 lots and one
tract. Tract X is located along the eastern side ofthe site and is a 30-foot panhandle that connects to Union
AvenueNE.
Access to the site would be via NE 24th StreetlNE 23rd Place, there is also a proposed NE 24th Court, which
terminates in a cul-de-sac tum around on the NE portion of property.
Construction requires grading and excavation activities for building pads, roadways and utilities. The proposal
retains 14 or 15% of the significant trees identified on the site.
The stormwater runoff would be collected in catch basins and conveyed to the stormwater detention system that
was constructed with the Honey Creek Ridge plat. That system was sized to accommodate the additional runoff
The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with 5
mitigation measures. No appeals were filed .
.. The proposed plat is consistent with the Land Use Element and Community Design Element and Environmental
Elements of the Comprehensive Plan Designation.
The net density is 6.03 dwelling units per acre which is within the allowed density for the R-8 zoning
designation.
All lots appear to be in compliance with the required lot width, depth and size standards as well as the required
setback requirements for construction of single family residences for the R-8 zoning designation. Compliance
with all setback and building standards will be verified prior to the issuance of individual building permits.
A conceptual landscape plan was submitted that proposed the planting of 94 trees either within the front yard
areas of the lots or along the street frontages. Only 1 tree was proposed within front yard area of Lots 13,22
and 23. A revised landscape plan must be submitted at the time of construction permit application showing a
minimum 5-foot landscape along all public right-of-way frontages and two trees will be shown within all front
yards.
All lots appear to comply with arrangement and access requirements, they also appear to have sufficient
building area for the development of detached single-family homes.
Full street improvements, paving, sidewalks, curb and gutter, storm drains, landscaping, street lighting and
signage will be required along the frontages ofNE 23rd Place, NE 24th Street, Queen Avenue NE and the
proposed NE 24th Court.
A homeowner's association or maintenance agreement should be established for the .development, which would
be responsible for any common improvements and/or tracts within the plat prior to final plat approval.
Honey Creek East Preliminary
'File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 3
The topography of the subject site is generally flat. The northeastern portion ofthe site gradually slopes from
east to west at an approximate 2% grade. The southwestern portion of the site gradually slopes downward from
the northwest to the southeast. Temporary Erosion Control Plan and the use of Best Management Practices
would mitigate potential erosion and off site sediment impacts.
Fire, Transportation and Park Mitigation Fees have been imposed for this plat.
The site is located within the Renton School District and they have indicated that they can handle the proposed
19 additional students.
The site is within the City of Renton water service area. There is an 8-inch watermain within the existing NE
24th StreetINE 23rd Place roadway. The Fire Department requires one hydrant within 300 feet of any proposed
single-family structure. The generalized utility play proposes to tie into a watermain located on the Sierra
Heights Elementary School property. An easement from the Renton School District will be required prior to the
construction of any watermain improvements.
The property is located within the City of Renton sewer service. There is an 8-inch sewer main in the NE 24th
StreetINE 23rd Place right-of-way. This main must be extended along the full frontage of the parcel being
developed, including Lots 34 and 35 along Queen Avenue NE.
Wayne Jones, Lakeridge Development, PO Box 146, Renton, W A 98057 stated that this project dates back
about 12 years when they were working on the Honey Creek Ridge project. The construction of the NE 24th
StreetINE 23rd Place was a condition of that plat. At that time this plat was in King County and it took several
years to get ~t annexed and through all the changes and reorganizations. The Honey Creek Pond was
constructed 'oversized at that time to handle this development. The sewer and water lines are already in the NE
24th StreetINE 23rd Place roadway with stubs going to most of the lots. The pond will need to be modified.
Tract X is access for one existing vacant lot.
Fill will be brought in because the lots are low and the sewer lines are shallow. Portion of the areas of Lots 25,
26,31,29, and 27 the area is low, some of the areas are lower than the existing roadway and so they need to be
raised in order for the sewer to work properly.
The landscape plan will be modified, when the houses were placed on the plan, the trees were placed as best
they ·could. They need to decide where the driveways will go, maintain separation from the streetlights and the
fire hydrants and driveways for sight distance and such. They do lots of landscaping with their houses and they
might ask for a variance because of the possibility of eriding up with a street, driveway, fire hydrant and street
light all in the same place, sometimes two trees just won't fit on one lot. They may put three on the next house.
The laurel trees that they are recommending are slow growing and generally peak out at about three feet in
height.
David Casey, PO Box 1255, Fall City, WA 98024-1255 stated that at the original dedication of the Honey Creek
developments, the corridor was dedicated to the Parks Department and this off site was a major issue at that time
to provide a secondary access. The Honey Creek project was desi~ed to the 1990 King County Surface Water
Drainage Manual, however in order to get the fisheries permit, they had to go to the 1992 DOE standards. The
pond has been under-performing and has been releasing water less than what it was designed for. The needed
corrections will be made for this development. '.
Neil Watts, Development Services stated that this was designed about 12 years ago, the roadway was built in the
County but in suitable fashion to meet Renton standards as well as the conveyance systems, which are in place
Honey Creek East PreliminaI] t
File No.: LUA-05-l44, ECF, PI'
July 13, 2006
Page 4
and will not need any additional work. There has been some evolution in the drainage requirements, the project
was designed for a more stringent standard than the City had in place at that time. The conditions placed on this
project by ERC are in agreement with Development Services and Utilities Department.
The Examiner inquired as to who would be responsible for the maintenance of Tract X.
Mr. Watts stated that the Homeowner's Association would bear that responsibility.
The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and
no further comments from staff. The hearing closed at 10:29 am.
FINDINGS, CONCLUSIONS & RECOMMENDATION
Having reviewed the record in this matter, the Examiner now makes and enters the following:
FINDINGS:
1. The applicant, Wayne Jones, Lakeridge Development, Inc., filed a request for a 43-10t Preliminary Plat.
2. The yellow file containing the staff report, the State Environmental Policy Act (SEP A) documentation
and other pertinent materials was entered into the record as Exhibit # 1.
3. The Environmental Review Committee (ERC), the City's responsible official issued a Determination of
Non-Significance -Mitigated (DNS-M).
4. The subject proposal was reviewed by all departments with an interest in the matter.
5. The subject site is located on the east side of Queen Avenue NE at NE 23rd Place and NE 24th Street.
Union Avenue NE is located east of the site. Shelton Avenue NE intersects the plat from the south.
6. The map element of the Comprehensive Plan designates the area in which the subject site is located as
suitable for the development of detached single-family uses, but does not mandate such development
without considera~on of other policies of the Plan.
7. The subject site is currently zoned R-8 (Single Family -8 dwelling units/acre).
8. The subject site was annexed to the City with the adoption of Ordinance 5138 enacted in June 2005.
9. The subject site ~s approximately 8.05 acres or 350,658 square feet. The parcel could be described as a
squat, T-shaped parcel. The subject site is approximately 913 feet deep (east to west) by 400 feet wide.
The parcel is cut diagonally from the northwest toward the southeast by the NE 24thINE 23rd roadway,
which intersects Queen Avenue on the west and creates aT-intersection with Shelton A v~nue NE in the
southeast.
10. The subject site is relatively level with slight slopes in the northeast and southwest comers of the site.
11. The subject site is covered with grass, shrubs and a mix of 41 evergreen trees and 52 deciduous trees.
The applicant proposes to remove all but 14 of the trees while code requires that 25% 'of the existing
trees be retained or installation of trees equivalent to 25% be installed. The director determined that 9
Honey Creek East Preliminary
-File No.: LUA-05-144, ECF, PP
July 13, 2006
PageS
additional trees of 2-inch caliper or greater must be planted. In addition, each lot is required to have two
trees installed along the street or in the front yard of the lots.
12. The applicant proposes dividing the acreage into 43 lots and one tract. As noted above, a diagonal road
divides the property. Proposed Lots 1 to 33 would be located north and northeast of this road. Proposed
Lots 34 to 43 would be located south or southwest of the road. The tract, Tract X, is a long, thin parcel
located east of Proposed Lot 13. The tract is 30 feet wide by 370 feet long and extends east to Union
AvenueNE.
13. Access to the subject site will be via Queen and NE 24th Street on the west. Access from the south and
east will be via Shelton and Union Avenues where they intersect with NE 23rd Place. In addition, the
applicant will be creating an internal cul-de-sac roadway that runs into the northeast comer of the
subject site. A cul-de-sac bulb only will be created southwest of the regular cul-de-sac to provide access
to the southwest comer of the plat. In addition, pipestem driveways or easements will provide access to
interior lots generally located in the four comers of the subject site.
14. The density for the plat would be 6.03 dwelling units per acre after subtracting acreage dedicated to
roadways.
15. The subject site is located within the Renton School District. The project is expected to generate
approximately 19 school age children. These students would be spread across the grades and would be
assigned on a space available basis.
16. The development will increase traffic approximately 10 trips per ~it. The development of 43 homes
will generate approximately 430 trips. Approximately ten percent of the trips, or approximately 43
additional peak hour trips will be generated in the morning and evening.
17. Stormwater will be conveyed to a system on a nearby plat, Honey Creek Ridge. The system on that plat
was designed to handle stormwater runoff from the subject site. The ERC did impose the 1992 Ecology
Manual Streambank Erosion Control Standard for both this new plat and that existing plat. This will
require a modification of the existing detention pond to provide the required water quality volume
meeting dual standards. The older plat would meet the standards of the 1990 King County Manual
while the proposed plat would have to meet the standards of the 1998 King County Manual. A
geotechnical report will be required for any design changes to the existing pond.
18. Sanitary sewer and domestic water will be provided by the City. Lines for both utilities are located in
the 23rd/24th right-of-way. The applicant will need an easement for a water line across the school
district property.
CONCLUSIONS:
1. The proposed plat appears to serve the public use and interest. The applicant appears to have reasonably
divided the two sections of the plat creating reasonably shaped and sized single-family lots. The plat
will provide additional housing in a growing area of the City and according to analysis, do so without
taxing the City's infrastrucutre.
2. The plat has no critical areas making it easier to divide. The absence of critical areas also makes
providing access to the frontage parcels and interior parcels easier. Easements and/or pipestems will
provide access in the four comers while most homes will front along public streets. The roads and
turnarounds appear to appropriate serve the site and future residents.
Honey Creek East Preliminar: It
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 6
3. The applicant will be paying fees to offset the impacts of the new homes, residents and traffic on parks,
emergency services and transportation corridors. The development of the property should also increase
the tax base ofthe City thereby providing additional offsets to the impact of this new development.
4. The applicant will have to provide appropriate landscaping both to offset the impacts of removing
significant trees but also to landscape the street frontages of the new homes as recommended by staff.
5. The applicant will have to provide updated stormwater drainage features in the offsite detention system
and any modifications shall be approved by staff after appropriate geotechnical review.
6. A homeowners association will need to be created to maintain the common infrastructure for the plat
including the drainage system and offsite detention pond.
RECOMMENDATION:
The City Council should approve the Honey Creek East Preliminary Plat subject to the following
conditions:
I. The applicant shall comply with all requirements of the Determination of Non-Significance -Mitigated
that was issued by the Environmental Review Committee on May 30, 2006 ..
2. A revised landscape plan shall be submitted at the time of construction permit application to the
Development Service Division project manager for review and approval. The revised landscape plan
shall show a minimum 5-foot landscape along all public (existing and proposed) right-of-way frontages,
provided that if additional undeveloped right-of-way in excess of 5 feet exists that this also shall be
landscaped. If less than 5 feet of undeveloped right-of-way exists, then the 5-foot landscaped strip may
be installed within the front yards of the proposed lots along the street frontage. Two trees shall be
shown within the front yard areas or planting strips of each lot.
3. A homeowner's association or maintenance agreement shall be created concurrently with the recording
of the fmal plat in order to establish maintenance responsibilities for shared roadway, stormwater and
utility improvements. A draft of the document(s) shall be submitted to the City of Renton Development
Services Division for review and approval by the City Attorney and Property Services section prior to
the recording of the final plat.
4. Either a revised significant tree retention plan shall be submitted with the construction, permit
application proposing to retain a total of 23 trees or 9 of the proposed trees to be planted shall be 2-inch
caliper trees.
5. The applicant shall procure an easement for a water line across the school district property.
ORDERED THIS 13th day of July 2006.
HEARINGE R
Honey Creek East Preliminary
. File No.: LUA-05-144, ECF, Pl'
July 13,2006
Page 7
TRANSMUTED THIS 13th day of July 2006 to the parties of record:
Jill Ding Neil Watts
1055 S Grady Way Development Services Division
Renton, W A 98055 City of Renton
David Casey Robert C. Kaufman
PO Box 1255 Attorney at Law
Fall City, W A 98024 2100 I 16th Avenue NE
Bellevue, W A 98004
John Ortiz
4113 NE 24th Street Curt & Nancy Whittendorfer
Renton, W A 98059 3201 NE 25 th Street
Renton, W A 98056
Resident At:
3231 NE 25th Street Donald L. Frueh
Renton, W A 98057 Carrie Christianson
2507 Lynnwood Ave NE
Doreen Jones Renton, W A 98056
3912 NE 23rd Place
Renton, W A 98056
TRANSMUTED THIS 13th day of July 2006 to the following:
Mayor Kathy Keolker Stan Engler, Fire
Wayne Jones
Lakeridge Development
POBox 146
Renton, W A 98056
Val Bradley
2262 Shelton Ave NE
Renton, W A 98056
Tina Escobar
2541 Lynnwood Ave NE
Renton, W A 98056
Don & Deborah Vandermark
3540 NE 24th Street
Renton, W A 98056
Jay Covington, Chief Administrative Officer
Julia Medzegian, Council Liaison
Gregg Zimmerman, PBPW Administrator
Alex Pietsch, Economic Development
Jennifer Henning, Development Services
Stacy Tucker, Development Services
King County Journal
Larry Meckling, Building Official
Planning Commission
Transportation Division
Utilities Division
Neil Watts, Development Services
Janet Conklin, Development Services
Pursuant to Title IV, Chapter 8, Section 100(G) of the City's Code, request for reconsideration must be moo
in writing on or before 5:00 p.m., July 27, 2006. Any aggrieved person feeling that the decision of the
Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the
discovery of new evidence which could not be reasonably available at the prior hearing may make a written
request for a review by the Examiner within fourteen (14) days from the date ofthe Examiner's decision. This
request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may,
after review of the record, take further action as he deems proper.
An appeal to the City Council is governed by Title IV, Chapter 8, Section 110, Which requires that such appeal
be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements.
Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City
Hall. An appeal must be filed in writing on or before 5:00 p.m .• July 27. 2006.
If the Examiner's Recomn:lendation or Decision contains the requirement for Restrictive Covenants, ~
executed Covenants will be required prior to approval by City Council or final processing of the file. You
may contact this office for information on formatting covenants.
Honey Creek East PreliminaD ~t
File No.: LUA-05-144, ECF, Pr
July 13,2006
Page 8
The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur
concerning pending land use decisions. This means that parties to a land use decision may not communicate in
private with any decision-maker concerning the proposal. 'Decision-makers in the land use process include both
the Hearing Examiner and members of the City Council.
All communications concerning the proposal must be made in public. This public communication permits all
interested parties to know the contents of the communication and would allow them to openly rebut the
evidence. Any violation of this doctrine would result in the invalidation of the request by the Court.
The Doctrine applies not only to the initial public hearing but to all requests for Reconsideration as well as
Appeals to the City Council.
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CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
REVISED MITIGATION MEASURES
APPLICATION NO(S): LUA05-144, PP, ECF
APPLICANT: Wayne Jones, Lakeridge Development, Inc.
PROJECT NAME: Honey Creek East Preliminary Plat
DESCRIPTION OF PROPOSAL: Applicant is requesting Environmental (SEPA) Review and Preliminary
Plat approval for the subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-
8 (R-8) dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square
feet to 14,463 square feet in area. Access to the proposed lots would be provided via off of NE 23rd StreeVNE
24th Street between Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, which
terminates in a cul-de-sac turnaround on the eastern portion of the subject site. No sensitive areas are mapped
on the subject site.
LOCATION OF PROPOSAL:
LEAD AGENCY:
MITIGATION MEASURES:
North and south sides of NE 23rd StreeVNE 24th Street between Shelton
Avenue NE and Queen Avenue NE
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed
pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the
Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of
Construction Permits. This condition shall be subject to the review and approval of the Development Services Division. . .. ' .. .
2. The project shall be required to modify the existing Honey Creek Ridge stormwater detention pond to provide the
necessary volumes and orifice sizes to meet the 1992 Ecology Manual Stream bank Erosion Control Standard for
both Honey Creek Ridge and Honey Creek East. The standard falls under Minimum Requirement #5 and can be
found in Section 1-2.9 (page A-10), Volume I of Stormwater Program Guidance Manual for the Puget Sound, Basin
dated July 1992 which is:
Limit peak rate of runoff to 50% of the existing condition 2-year, 24-hour design storm while maintaining the existing
condition peak rate for the 1 O-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey Creek Ridge
(based on the 1990 King Count Surface Water Design Manual) and Honey Creek East (based on the 1998 King
County Surface Water Design Manual). Note: Any design changes to the existing pond will require geotechnical
analysis and review.
3. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. Based on the
proposal for 43 new residential lots the fee is estimated at $22,822.68.
4. The proposed project shall be required to pay a traffic mitigation fee in the amount of $75 per net new average daily
trip prior to the recording of the final plat. Based on the proposal to create 43 lots, the payment of $30,863.25 would
be required.
·5. Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single family lot. The fee is
estimated at $20,984 based on the proposal for 43 lots.
ERe Mitigation Measures Page 1 of 1
, .
ORDINANCE NO. 5138
Exhibit A
HONEY CREEK EAST ANNEXATION
LEGAL DESCRIPTION
~UU~Ub~/UUU1~~.U06
That portion of the Northeast quarter of Section 4, Township 23 North, Range 5 East,
W.M., King County, Washington, described as follows:
Beginning at the southeast corner of Lot 12, Block 3 of Sierra Heights, as recorded in
Volume 54 of Plats, Page 3. records of King County. Washington in said Northeast
quarter. said southeast comer also being a point on the existing City limits line of the City
of Renton as annexed under Ordinance No. 4070;
Thence westerly along the south line of Block 3 of said plat and said existing City limits
line. to the southwest comer of Lot 2 of said Block 3;
Thence northerly along the west line of said Lot 2 and said existing City limiis line. to a
point 10 feet southerly of the northwest comer of said Lot 2, said point also being an
intersection with the southerly right-of-way margin of SRI 0200 Street (NE 22nd Place);
Thence westerly. northerly and westerly along said southerly right-of-way margin and
said existing City limits line, to an intersection with the easterly right-of-way margin of
12Sth Avenue SE (Queen Avenue NE);
Thence continuing westerly along the westerly extension of said southerly right-of-way
margin. crossing 128th Avenue SE (Queen Avenue NE), to an intersection with the east
line of Block 1. Albert Balch's Sierra Heights No.4. as recorded in Volume 61 of Plats.
Page 18. records of King County. Wa:shington. said east line also being the westerly
right-of-way margin of 12Sth Avenue SE (Queen Avenue NB);
Thence northerly along said east line and said westerly right-of-way margin, to the
southeast comer of Lot 10 of said Block 1;
. Thence westerly along the south line of said Lot 10, to the southwes~ comer thereof;
Thence northwesterly along the west line of said Block I. to an intersection with the
southeasterly right-of-way margin of a lOO-foot wide Puget Sound Energy transmission
line. said intersection also being an angle point on the west line of Lot 5 of said Block 1;
. Then northeasterly in part along the west line of said Block I and said southeasterly
right-of-way margin of said transmission line. crossing SE lOoth Street (NE 25th Street).
AFFIDAVIT OF SERVICE BY MAILING
STATE OF WASHINGTON)
) ss.
County of King )
Nancy Thompson being first duly sworn, upon oath, deposes and states:
That on the 13 th day of July 2006, affiant deposited via the United States Mail a sealed
envelope(s) containing a decision or recommendation with postage prepaid, addressed to
the parties of record in the below entitled application or petition.
Signature:
Application, Petition or Case No.:
,2006.
Not Public ~ r the State of Washington
Re Iding at ~ , therein.
Honey Creek East Preliminary Plat
File No: LUA-95-144, ECF, PP
The Decision or Recommendation contains a complete list of the Parties of Record.
... ---------~.~",....... -------------.. -----------....
COMMENCING AT 9:00 AM,
CITY OF RENTON
HEARING EXAMINER
PUBLIC HEARING
June 27, 2006
AGENDA
COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL
The application(s) listed are in order of application number only and not necessarily the order in which they will be
heard. Items will be called for hearing at the discretion of the Hearing Examiner.
PROJECT NAME: Honey Creek East Preliminary Plat
PROJECT NUMBER: LUA-05-144, PP, ECF
PROJECT DESCRIPTION: The applicant is requesting Preliminary Plat approval for the subdivision
of an existing 350,658 square foot (8.05 acre) site into 43 lots and one tract (Tract X). The site is
located within the Residential - 8 dwelling unit per acre (R-8) zoning designation. The proposed lots
would range in size from 4,660 square feet to 14,463 square feet. Access to the proposed lots would
be provided off of NE 23rd Place/NE 24th Street between Queen Avenue NE and Shelton Avenue
NE and the proposed NE 24th Court, which terminates in a cul-de-sac turnaround on the eastern
portion of the subject site. No sensitive areas are mapped on the subject site.
PROJECT NAME: President Park Substation
PROJECT NUMBER: LUA-06-048, SA-A, ECF, V-A
PROJECT DESCRIPTION: Applicant is requesting Site Plan Approval, Environmental Review, and a
Variance for the removal of the existing substation and the replacement with a new substation, The
subject site totals approximately 1.03 acres in area and is located within the Commercial Arterial (CA)
zoning designation. In addition a 10-foot fence is proposed around 'the perimeter of the property.
The construction of a 10-foot fence requires approval of a variance. Sensitive slopes are located on
the subject site.
HEX Agenda 6-27-06.doc
I,:.
July 13, 2006
OFFICE OF TBE BEARING EXAMINER
CITY OF RENTON
Minutes
APPLICANT/OWNER:
LOCATION:
SUMMARY OF REQUEST:
SUMMARY OF ACTION:
DEVELOPMENT SERVICES REPORT:
PUBLIC HEARING:
Wayne Jones
Lakeridge Development, Inc.
PO Box 146
Renton, W A 98057
Honey Creek East Preliminary Plat
File No.: LUA 05-144, ECF, PP
NE 23rd PlacelNE 24th Street between Queen Avenue NE
and Shelton Avenue NE
Approval for a 43-10t subdivision of an 8.05-acre site intended
for the development of single-family residential lots.
Development Services Recommendation: Approve subject to
conditions
The Development Services Report was received by the
Examiner on June 20, 2006.
After reviewing the Development Services Report, examining
available information on file with the application, field
checking the property and surrounding area; the Examiner
conducted a public hearing on the subject as follows:
MINUTES
Thefollowing minutes are a summary of the June 27,2006 hearing.
The legal record is recorded on CD.
The hearing opened on Tuesday, June 27, 2006, at approximately 9:46 a.m. in the Council Chambers on the
seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner.
The following exhibits were entered into the record:
Exhibit No.1: Yellow file containing the original Exhibit No.2: Preliminary Plat Plan
application, proof of posting, proof of publication and
other documentation pertinent to this request.
Exhibit No.3: Conceptual Grading Plan Exhibit No.4: Generalized Utilities Plan
Exhibit No.5: Tree Cutting and Land Clearing Plan Exhibit No.6: Conceptual Landscape Plan
Exhibit No.7: Neighborhood Detail Map Exhibit No.8: Zoning-Map
Honey Creek East Preliminary':.. .<it
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 2
I Exhibit No.9: ERC Mitigation Measures
The hearing opened with a presentation of the staff report by Jill Ding, Senior Planner, Development Services,
City of Renton, 1055 S Grady Way, Renton, Washington 98055. The property is located to the west of Union
Avenue NE and is bisected from northwest to southeast by NE 24th Street which turns into NE 23rd Place, Queen
Avenue NE is located along the western property boundary and the site is north ofNE 22nd Place. The property
is located within the R-8 zoning designation and the Residential Single-Family Comprehensive Plan
designation. The site is approximately 8 acres in area and is proposed to be subdivided into 43 lots and one
tract. Tract X is located along the eastern side ofthe site and is a 30-foot panhandle that connects to Union
AvenueNE.
Access to the site would be via NE 24th StreetINE 23rd Place, there is also a proposed NE 24th Court, which
terminates in a cul-de-sac turn around on the NE portion of property.
Construction requires grading and excavation activities for building pads, roadways and utilities. The proposal
retains 14 or 15% of the significant trees identified on the site.
The stormwater runoff would be collected in catch basins and conveyed to the stormwater detention system that
was constructed with the Honey Creek Ridge plat. That system was sized to accommodate the additional runoff
The Environmental Review Committee issued a Determination of Non-Significance -Mitigated with 5
mitigation measures. No appeals were filed.
The proposed plat is consistent with the Land Use Element and Community Design Element and Environmental
Elements of the Comprehensive Plan Designation. '
The net density is 6.03 dwelling units per acre which is within the allowed density for the R-8 zoning
designation.
All lots appear to be in compliance with the required lot width, depth and size standards as well as the required
setback requirements for construction of single family residences for the R-8 zoning designation. Compliance
with all setback and building standards will be verified prior to the issuance of individual building permits.
A conceptual landscape plan was submitted that proposed the planting of 94 trees either within the front yard
areas of the lots or along the street frontages. Only 1 tree was proposed within front yard area of Lots 13,22
and 23. A revised landscape plan must be submitted at the time of construction permit application showing a
minimum 5-foot landscape along all public right-of-way frontages and two trees will be shown within all front
yards.
All lots appear to comply with arrangement and access requirements, they also appear to have sufficient
building area for the development of detached single-family homes.
Full street improvements, paving, sidewalks, curb and gutter, storm drains, landscaping, street lighting and
signage will be required along the frontages ofNE 23rd Place, NE 24th Street, Queen Avenue NE and the
proposed NE 24th Court.
A homeowner's association or maintenance agreement should be established for the development, which would
be responsible for any common improvements and/or tracts within the plat prior to final plat approval.
• < ,'"
Honey Creek East Preliminary Plat
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 3
The topography of the subject site is generally flat. The northeastern portion of the site gradually slopes from
east to west at an approximate 2% grade. The southwestern portion of the site gradually slopes downward from
the northwest to the southeast. Temporary Erosion Control Plan and the use of Best Management Practices
would mitigate potential erosion and off site sediment impacts.
Fire, Transportation and Park Mitigation Fees have been imposed for this plat.
The site is located within the Renton School District and they have indicated that they-can handle the proposed
19 additional students.
The site is within the City of Renton water service area. There is an 8-inch watermain within the existing NE
24th StreetINE 23rd Place roadway. The Fire Department requires one hydrant within 300 feet of any proposed
single-family structure. The generalized utility play proposes to tie into a watermain located on the Sierra
Heights Elementary School property. An easement from the Renton School District will be required prior to the
construction of any watermain improvements.
The property is located within the City of Renton sewer service. There is an 8-inch sewer main in the NE 24th
StreetINE 23rd Place right-of-way. This main must be extended along the full frontage of the parcel being
developed, including Lots 34 and 35 along Queen Avenue NE.
Wayne Jones, Lakeridge Development, PO Box 146, Renton, WA 98057 stated that this project dates back
about 12 years when they were working on the Honey Creek Ridge project. The construction of the NE 24th
StreetINE 23rd Place was a condition of that plat. At that time this plat was in King County and it took several
years to get it annexed and through all the changes and reorganizations. The Honey Creek Pond was
constructed oversized at that time to handle this development. The sewer and water lines are already in the NE
24th StreetINE 23rd Place roadwaywith stubs going to most of the lots. The pond will need to be modified.
Tract X is access for one existing vacant lot.
Fill will be brought in because the lots are low and the sewer lines are shallow. Portion of the areas of Lots 25,
26,31,29, and 27 the area is low, some of the areas are lower than the existing roadway and so they need to be
raised in order for the sewer to work properly.
The landscape plan will be modified, when the houses were placed on the plan, the trees were placed as best
they 'could. They need to decide where the driveways will go, maintain separation from the streetlights and the
fire hydrants and driveways for sight distance and such. They do lots oflandscaping with their houses and they
might ask for a variance because of the possibility of ending up with a street, driveway, fire hydrant and street
light all in the same place, sometimes two trees just won't fit on one lot. They may put three on the next house.
The laurel trees that they are recommending are slow growing and generally peak out at about three feet in
height.
David Casey, PO Box 1255, Fall City, WA 98024-1255 stated that at the original dedication of the Honey Creek
developments, the corridor was dedicated to the Parks Department and this off site was a major issue at that time
to provide a secondary access. The Honey Creek project was designed to the 1990 King County Surface Water
Drainage Manual, however in order to get the fisheries permit, they had to go to the 1992 DOE standards. The
pond has been under-performing and has been releasing water less than what it was designed for. The needed
corrections will be made for this development.
Neil Watts, Development Services stated that this was designed about 12 years ago, the roadway was built in the
County but in suitable fashion to meet Renton standards as well as the conveyance systems, which are in place
Honey Creek East Preliminary.!. lilt
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 4
and will not need any additional work. There has been some evolution in the drainage requirements, the project
was designed for a more stringent standard than the City had in place at that time. The conditions placed on this
project by ERC are in agreement with Development Services and Utilities Department.
The Examiner inquired as to who would be responsible for the maintenance of Tract X.
Mr. Watts stated that the Homeowner's Association would bear that responsibility.
The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and
no further comments from staff. The hearing closed at 10:29 am.
FINDINGS, CONCLUSIONS & RECOMMENDATION
Having reviewed the record in this matter, the Examiner now makes and enters the following:
FINDINGS:
1. The applicant, Wayne Jones, Lakeridge Development, Inc., filed a request for a 43-10t Preliminary Plat.
2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation
and other pertinent materials was entered into the record as Exhibit #1.
3. The Environmental Review Committee (ERC), the City's responsible official issued a Determination of
Non-Significance -Mitigated (DNS-M).
4. The subject proposal was reviewed by all departments with an interest in the matter.
5. The subject site is located on the east side of Queen Avenue NE at NE 23rd Place and NE 24th Street.
Union Avenue NE is located east of the site. Shelton Avenue NE intersects the plat from the south.
6. The map element of the Comprehensive Plan designates the area in which the subject site is located as
suitable for the development of detached single-family uses, but does not mandate such development
without consideration of other policies of the Plan.
7. The subject site is currently zoned R-8 (Single Family -8 dwelling units/acre).
8. The subject site was annexed to the City with the adoption of Ordinance 5138 enacted in June 2005.
9. The subject site is approximately 8.05 acres or 350,658 square feet. The parcel could be described as a
squat, T-shaped parcel. The subject site is approximately 913 feet deep (east to west) by 400 feet wide.
The parcel is cut diagonally from the northwest toward the southeast by the NE 24thINE 23rd roadway,
which intersects Queen Avenue on the west and creates aT-intersection with Shelton Avenue NE in the
southeast.
10. The subject site is relatively level with slight slopes in the northeast and southwest corners of the site.
11. The subject site is covered with grass, shrubs and a mix of 41 evergreen trees and 52 deciduous trees.
The applicant proposes to remove aU but 14 of the trees while code requires that 25% of the existing
trees be retained or installation of trees equivalent to 25% be installed. The director determined that 9
, '
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Honey Creek East Preliminary Plat
File No.: LUA-05-144, ECF, PP
July 13,2006
Page 5
additional trees of 2-inch caliper or greater must be planted. In addition, each lot is required to have two
trees installed along the street or in the front yard of the lots.
12. The applicant proposes dividing the acreage into 43 lots and one tract. As noted above, a diagonal road
divides the property. Proposed Lots 1 to 33 would be located north and northeast of this road. Proposed
Lots 34 to 43 would be located south or southwest of the road. The tract, Tract X, is a long, thin parcel
located east of Proposed Lot 13. The tract is 30 feet wide by 370 feet long and extends east to Union
AvenueNE .
13. Access to the subject site will be via Queen and NE 24th Street on the west. Access from the south and
east will be via Shelton and Union Avenues where they intersect with NE 23rd Place. In addition, the
applicant will be creating an internal cul-de-sac roadway that runs into the northeast comer of the
subject site. A cul-de-sac bulb only will be created southwest of the regular cul-de-sac to provide access
to the southwest comer of the plat. In addition, pipestem driveways or easements will provide access to
interior lots generally located in the four comers of the subject site.
14. The density for the plat would be 6.03 dwelling units per acre after subtracting acreage dedicated to
roadways.
15. The subject site is located within the Renton School District. The project is expected to generate
approximately 19 school age children. These students would be spread across the grades and would be
assigned on a space available basis.
16. The development will increase traffic approximately 10 trips per unit. The development of 43 homes
will generate approximately 430 trips. Approximately ten percent of the trips, or approximately 43
additional peak hour trips will be generated in the morning and evening.
17. Stormwater will be conveyed to a system on a nearby plat, Honey Creek Ridge. The system on that plat
was designed to handle stormwater runoff from the subject site. The ERC did impose the 1992 Ecology
Manual Streambank Erosion Control Standard for both this new plat and that existing plat. This will
require a modification of the existing detention pond to provide the required water quality volume
meeting dual standards. The older plat would meet the standards of the 1990 King County Manual
while the proposed plat would have to meet the standards of the 1998 King County Manual. A
geotechnical report will be required for any design changes to the existing pond.
18. Sanitary sewer and domestic water will be provided by the City. Lines for both utilities are located in
the 23rd/24th right-of-way. The applicant will need an easement for a water line across the school
district property. (
CONCLUSIONS:
1. The proposed plat appears to serve the public use and interest. The applicant appears to have reasonably
divided the two sections of the plat creating reasonably shaped and sized single-family lots. The plat
will provide additional housing in a growing area of the City and according to analysis, do so without
taxing the City's infrastrucutre.
2. The plat has no critical areas making it easier to divide. The absence of critical areas also makes
providing access to the frontage parcels and interior parcels easier. Easements and/or pipestems will
provide access in the four comers while most homes will front along public streets. The roads and
turnarounds appear to appropriate serve the site and future residents.
Honey Creek East Preliminary 11at
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 6
3. The applicant will be paying fees to offset the impacts of the new homes, residents and traffic on parks,
emergency services and transportation corridors. The development of the property should also increase
the tax base of the City thereby providing additional offsets to the impact of this new development.
4. The applicant will have to provide appropriate landscaping both to offset the impacts of removing
significant trees but also to landscape the street frontages of the new homes as recommended by staff.
5. The applicant will have to provide updated stormwater drainage features in the offsite detention system
and any modifications shall be approved by staff after appropriate geotechnical review.
6. A homeowners association will need to be created to maintain the common infrastructure for the plat
including the drainage system and offsite detention pond.
RECOMMENDATION:
The City Council should approve the Honey Creek East Preliminary Plat subject to the following
conditions:
1. The applicant shall comply with all requirements of the Determination of Non-Significance -Mitigated
that was issued by the Environmental Review Committee on May 30, 2006.
2. A revised landscape plan shall be submitted at the time of construction permit application to the
Development Service Division project manager for review and approval. The revised landscape plan
shall show a minimum 5-foot landscape along all public (existing and proposed) right-of-way frontages,
provided that if additional undeveloped right-of-way in excess of 5 feet exists that this also shall be
landscaped. If less than 5 feet of undeveloped right-of-way exists, then the 5-foot landscaped strip may
be installed within the front-yards of the proposed lots along the street frontage. Two trees shall be
shown within the front yard areas or planting strips of each lot.
3. A homeowner's association or maintenance agreement shall be created concurrently with the recording
of the final plat in order to establish maintenance responsibilities for shared roadway, stormwater and
utility improvements. A draft of the document(s) shall be submitted to the City of Renton Development
Services Division for review and approval by the City Attorney and Property Services section prior to
the recording of the final plat.
4. Either a revised significant tree retention plan shall be submitted with the construction permit
application proposing to retain a total of 23 trees or 9 of the proposed trees to be planted shall be 2-inch
caliper trees.
5. The applicant shall procure an easement for a water line across the school district property.
ORDERED THIS 13th day of July 2006.
FREDlKA
HEARING E INER
t:)
Honey Creek East Preliminary PIaL
File No.: LUA-05-144, ECF, PP
July 13,2006
Page 7
TRANSMITIED THIS 13th day of July 2006 to the parties of record:
Jill Ding Neil Watts
1055 S Grady Way Development Services Division
Renton, W A 98055 City of Renton
David Casey Robert C. Kaufman
PO Box 1255 Attorney at Law
Fall City, W A 98024 2100 116th Avenue NE
Bellevue, W A 98004
John Ortiz
4113 NE 24th Street Curt & Nancy Whittendorfer
Renton, W A 98059 3201 NE 25th Street
Renton, W A 98056
Resident At:
3231 NE 25th Street Donald L. Frueh
Renton, W A 98057 Carrie Christianson
2507 Lynnwood Ave NE
Doreen Jones Renton, W A 98056
3912 NE 23rd Place
Renton, W A 98056
TRANSMITIED THIS 13th day of July 2006 to the following:
Mayor Kathy Keolker Stan Engler, Fire
Wayne Jones
Lakeridge Development
PO Box 146
Renton, W A 98056
Val Bradley
2262 Shelton Ave NE
Renton, W A 98056
Tina Escobar
2541 Lynnwood Ave NE
Renton, W A 98056
Don & Deborah Vandermark
3540 NE 24th Street
Renton, W A 98056
Jay Covington, Chief Administrative Officer
Julia Medzegian, Council Liaison
Gregg Zimmerman, PBPW Administrator
Alex Pietsch, Economic Development
Jennifer Henning, Development Services
Stacy Tucker, Development Services
King County Journal
Larry Meckling, Building Official
Planning Commission
Transportation Division
Utilities Division
Neil Watts, Development Services
Janet Conklin, Development Services
Pursuant to Title N, Chapter 8, Section 100(G) of the City's Code, request for reconsideration must be fIled
in writing on or before 5:00 p.m., July 27,2006. Any aggrieved person feeling that the decision of the
Examiner is ambiguous or based on erroneous procedure, errors of law or fact, error in judgment, or the
discovery of new evidence which could not be reasonably available at the prior hearing may make a written
request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This
request shall set forth the specific ambiguities or errors discovered by such appellant, and the Examiner may,
after review of the record, take further action as he deems proper.
An appeal to the City Council is governed by Title N, Chapter 8, Section 110, which requires that such appeal
be filed with the City Clerk, accompanying a filing fee of$75.00 and meeting other specified requirements.
Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City
Hall. An appeal must be fIled in writing on or before 5:00 p.m., July 27,2006.
If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants, the
executed Covenants will be required prior to approval by City Council or final processing of the fIle. You
may contact this office for information on formatting covenants.
Honey Creek East Preliminary .. _at
File No.: LUA-05-144, ECF, PP
July 13, 2006
Page 8
The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur
concerning pending land use decisions. This means that parties to a land use decision may not communicate in
private with any decision-maker concerning the proposal. Decision-makers in the land use process include both
the Hearing Examiner and members of the City Council.
All communications concerning the proposal must be made in public. This public communication permits all
interested parties to know the contents of the communication and would allow them to openly rebut the
evidence. Any violation of this doctrine would result in the invalidation of the request by the Court.
The Doctrine applies not only to the initial public hearing but to all requests for Reconsideration as well as
Appeals to the City Council.
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DATE:
TO:
CC:
FROM:
SUBJECT:
PLANNINGIBUILDINGI
PUBLIC WORKS DEPARTMENT
MEMORANDUM
July 18, 2006
Fred Kaufman, Hearing Examiner
Jill Ding, Senior Planner
Neil Watts, Development Services Director
Honey Creek View Estates Preliminary Plat
We are requesting the recommendation for the Honey Creek View Estates Preliminary
Plat be sent to the City Council to allow for their decision to be completed on this land
use proposal. The public hearing for this project was conducted on May 2, 2006, and at
your recommendation report was issued on June 12,2006. To date this recommendation
has not been transmitted to Council for their review and approval.
In your report, you state that the preliminary plat is not ready to be forwarded to the City
Council, pending assurances from the applicant that it can provide sewer service and safe
effective drainage for the plat. It was noted by city staff at the hearing that the sewer
service for the plat can be provided via a new sewer main extension downhill to an
existing sewer main north of the site. This route is acceptable to the PBPW Department,
with detailed engineering plans to follow prior to construction. A portion of this main
extension is across another privately owned parcel. A sewer easement to the city must be
granted prior to construction of the proposed sewer main. This easement is not required
prior to Council approval of the preliminary plat. If Council does not approve the
preliminary plat for some reason, it would be pointless for the applicant to expend
additional funds on an unneeded utility easement. It is usual practice to require
completion of new utility mains, including construction, engineering and acquisition of
easements prior to final plat approval.
As noted in the public hearing and in your report, our preference would have been for a
new tight line drainage outfall down the steep slope to Honey Creek. As the variance
required for this work was not approved, an alternate system will be required. City code
allows for the use of a sheet flow spreader for the release point of the drainage system for
this preliminary plat. We have reviewed conceptual plans for such a sheet flow system,
and they will be acceptable for this proposed project.
Honey Creek View Estates .t-Ieliminary Plat
Page 2 of2
July 18,2006
We recommend sending a recommendation to Council for approval of this preliminary
plat, subject to the following conditions:
• A 1S-foot wide utility easement to the City must be granted to the City across the
property north of the site along the proposed sewer alignment for the project.
This easement must be recorded prior to construction of the new sanitary sewer.
• The storm drainage outfall for the project must meet the conditions set forth in the
2005 King County Surface Water Manual. The outfall may be either a sheet flow
spreader, or other method such as tight lining provided the city's Critical Areas
Ordinance is modified to provide an exemption for such work within the steep
slope. The engineered construction plans for the storm drainage system,
including outfall, must be reviewed and approved by the Development Services
Division prior to construction. The storm drainage system must be constructed by
the applicant's contractor and approved by the Development Services Division
prior to approval of the final plat for the project.
STATE OF WASHINGTON, COUNTY OF KING }
AFFIDA VIT OF PUBLICATION
PUBLIC NOTICE
Jody Barton, being first duly sworn on oath that she is the Legal Advertising
Representative of the
King County Journal
a daily newspaper, which newspaper is a legal newspaper of general
circulation and is now and has been for more than six months prior to the date
of publication hereinafter referred to, published in the English language
continuously as a daily newspaper in King County, Washington. The King
County Journal has been approved as a Legal Newspaper by order of the
Superior Court of the State of Washington for King County.
The notice in the exact form annexed was published in regular issues of the
King County Journal (and not in supplement form) which was regularly
distributed to its subscribers during the below stated period. The annexed
notice, a
Public Notice
was published June 5, 2006.
The full amount of the fee charged for said foregoing publication is the sum
of $147.00. ----. \\\Hllilfill/
,,\\\«"\ Cant 1////
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Legal ~rtising Representative, King County ~u%~l 1 ~:, ==
Subscribed and sworn to me this 5th day of June, ~006:,'!l-2010 : *"::
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B D Cantelon '"'1!7ry p~'O\\\\"
Notary Public for the State of Washington, Residing in Ken{!Wasi\ih~ton
PO Number:
NOTICE OF ENVIRONMENTAL
DETERMINATION
ENVIRONMENTAL REVIEW
COMMITTEE & PUBLIC HEARING
RENTON, WASHINGTON
The Environmental Review Com-
mittee has issued a Determination of
Non-Significance-Mitigated for the
following project under the authority
of the Renton Municipal Code.
Honey Creek East Preliminary
Plat
LUA05-144,PP, ECF
Location: North and south sides
of NE 23rd StreetlNE 24th
Street between Shelton Avenue
NE and Queen Avenue NE.
Applicant is requesting Environ-
mental (SEPA) Review and
Preliminary Plat approval for
the subdivision of an existing
350,658 square foot (8.05 acre)
site located within the Resident-
ial-8 (R-8) dwelling unit per acre
zoning designation into 43 lots.
The proposed lots range in size
from 4,660 square feet to 14,463
square feet in area. Access to the
proposed lots would be provided
via off of NE 23rd StreetJNE
24th Street between Queen
Avenue NE and Shelton Avenue
NE and the proposed NE 24th
Court, which terminates in a
cul-de-sac turnaround on the
eastern portion of the subject
site. No sensitive areas are
mapped on the subject site.
Appeals of the environmental de-
termination must be filed in writing
on or before 5:00 PM on June 19,
2006. Appeals must be filed in writing
together with the required $75.00
application fee with: Hearing
Examiner, City of Renton, 1055 South
Grady Way, Renton, WA 98055.
Appeals to the Examiner are governed
by City of Renton Municipal Code
Section 4-8-110.B. Additional infor-
mation regarding the appeal process
may be obtained from the Renton City
Clerk's Office, (425) 430-6510.
A Public Hearing will be held by the
Renton Hearing Examiner in the
Council Chambers, City Hall, on June
27, 2006 at 9:00 AM to consider the
Preliminary Plat. If the Environ-
mental Determination is appealed,
the appeal will be heard as part of
this public hearing. Interested parties
are invited to attend the public
hearing.
Published in the King County Journal
June 5, 2006. #860698
.~ .
. '
...
• , .-
, ,
PUBLIC
HEARING
City of Renton
Department of Planning / Building / Public Works
PRELIMINARY REPORT TO THE HEARING EXAMINER
A. SUMMARY AND PURPOSE OF REQUEST:
Public Hearing Date:
Project Name:
Applicant/Owner:
File Number:
Project Description:
Project Location:
June 27,2006
Honey Creek East Preliminary Plat
Wayne Jones, Lakerige Development, Inc. PO Box 146 Renton, WA 98057
LUA-05-144, PP, ECF Project Manager: Jill K. Ding, Senior Planner
The applicant is requesting Preliminary Plat approval for the subdivision of an
existing 350,658 square foot (8.05 acre) site into 43 lots and one tract (Tract X).
The site is located within the Residential - 8 dwelling unit per acre (R-8) zoning
designation. The proposed lots would range in size from 4,660 square feet to
14,463 square feet. Access to the proposed lots would be provided off of NE 23rd
Place/NE 24th Street between Queen Avenue NE and Shelton Avenue NE and the
proposed NE 24th Court, which terminates in a cul-de-sac turnaround on the eastern
portion of the SUbject site. No sensitive areas are mapped on the SUbject site.
NE 23rd Place/NE 24th Street between Queen Avenue NE and Shelton Avenue NE
, ,
City of Renton P/BIPW Department
HONEY CREEK EAST PRELIMINARY PLA T
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
PUBLIC HEARING DATE: June 27, 2006 Page 2 of 10
B. HEARING EXHIBITS:
Exhibit 1: Project file ("yellow file") containing the application, reports, staff comments, and other
material pertinent to the review of the project.
Exhibit 2: Preliminary Plat Plan (dated 11/22/2005)
Exhibit 3: Conceptual Grading Plan (dated November, 2005)
Exhibit 4: Generalized Utilities Plan (dated November, 2005)
Exhibit 5: Tree Cutting/Land Clearing Plan (dated October, 2005)
Exhibit 6: Conceptual Landscape Plan (dated November, 2005)
Exhibit 7: Neighborhood Detail Map (dated November, 2005)
Exhibit 8: Zoning Map sheet 05 East 1/2 (dated 2/16/2006)
Exhibit 9: ERC Mitigation Measures
C. GENERAL INFORMATION:
1, Owners of Record: Wayne Jones, Lakeridge Development, Inc. PO Box 146 Renton, WA
98057
2. Zoning Designation: Residential - 8 (R-8) Dwelling Units per Acre
3. Comprehensive Plan Land Use Residential Single Family (RSF)
Designation:
4. Existing Site Use: Vacant
5. Neighborhood Characteristics:
North: Single family residential; R-6 zoning (King County)
East: Single family residential; R-8 zoning
South: Single family residential; R-8 zoning
West: Single family residential; R-8 zoning
6. Access: NE 23rd Place/NE 24th Street betwe~n Queen Avenue NE and Shelton
Avenue NE and the proposed NE 24' Court, which terminates in a cul-
de-sac turnaround on the eastern portion of the subject site
7. Site Area: 350,658 square feet (8.05 acres)
8. Project Data:
Existing Building Area:
New Building Area:
Total Building Area:
Area
N/A
N/A
N/A
D. HISTORICAUBACKGROUND:
Action
Annexation
Comprehensive Plan
Zoning
Hexrpt 05-144.doc
Land Use File No.
N/A
N/A
N/A
Ordinance No.
5138
5099
5100
Comments
N/A
N/A
N/A
Date
6/01/2005
11/01/2004
11/01/2004
, ,
City of Renton PIBIPW Department
HONEY CREEK EAST PRELIMINARY PLAT
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
PUBLIC HEARING DATE: June 27, 2006
E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE:
1. Chapter 2 Land Use Districts
Section 4-2-020: Purpose and Intent of Zoning Districts
Section 4-2-070: Zoning Use Table
Section 4-2-110: Residential Development Standards
2. Chapter 4 Property Development Standards
Section 4-4-030: Development Guidelines and Regulations
Section 4-4-060: Grading, Excavation and Mining Regulations
Section 4-4-080: Parking, Loading and Driveway Regulations
Section 4-4-130: Tree Cutting and Land Clearing Regulations
4. Chapter 6 Streets and Utility Standards
Section 4-6-060: Street Standards
5. Chapter 7 Subdivision Regulations
Page 3 of 10
Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures
Section 4-7-080: Detailed Procedures for Subdivision
Section 4-7-120: Compatibility with Existing Land Use and Plan-General Requirements and
Minimum Standards
Section 4-7-150: Streets -General Requirements and Minimum Standards
Section 4-7-160: Residential Blocks -General Requirements and Minimum Standards
Section 4-7-170: Residential Lots -General Requirements and Minimum Standards
6. Chapter 9 Procedures and Review Criteria
7. Chapter 11 Definitions
F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN:
1. Land Use Element: Residential Single Family objectives and pOlicies.
2. Community Design Element.
G. DEPARTMENT ANAL YSIS:
1. PROJECT DESCRIPTION/BACKGROUND
The 8.05-acre site is bisected by NE 23rd Place/NE 24th Street, which runs from the southwestern
portion of the site to the northeastern portion of the site. In addition, an internal access road (NE 24th
Court) is proposed to provide access to the lot located on the northeastern portion of the property. NE
24th Court would terminate in a cul-de-sac turnaround. Existing development within the vicinity of the
site includes predominantly detached single family housing located within the Residential - 8 dwelling
units per acre (R-8) zone.
The applicant is proposing to subdivide the subject site into 43 single family residential lots and one
tract (Tract X) resulting in a net density of approximately 6.03 dwelling units per acre (8.05 gross acre
site -0.g8-acres combined private access easements and public roadways = 7.13 net acres 43 units /
7.13 net acre = 6.03 dulac). One open space tract (Tract X), landscape, roadway, and utility
improvements would be established with the plat.
Project construction would require grading and excavation activities throughout the site for the
installation of new building pads, roadways, and utilities. Preliminary earthwork quantities are
estimated at approximately 250 cubic yards of cut to be used elsewhere on the site and 10,000 cubic
yards of fill. In addition, the applicant has proposed to retain 14 or 15% of the significant trees identified
on the subject site.
Hexrpt 05-144.doc
City of Renton PIB/PW Department
HONEY CREEK EAST PRELIMINARY PtA T
PUBLIC HEARING DATE: June 27. 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 4 of 10
The surface water runoff created as a result of the new impervious surfaces is proposed to be collected
in catch basins and conveyed to the stormwater detention system that was constructed with the Honey
Creek Ridge Plat. During the construction of the Honey Creek Ridge plat, the stormwater system was
sized to accommodate the anticipated additional runoff from the Honey Creek East Preliminary Plat.
2. ENVIRONMENTAL REVIEW
Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on May
30. 2006, the Environmental Review Committee issued a Determination of Non-Significance -Mitigated (DNS-M)
for the Honey Creek East Preliminary Plat. The DNS-M included 5 mitigation measures. A 14-day appeal period
commenced on June 5,2006 and ended on June 19, 2006. No appeals of the threshold determination were filed.
3. COMPLIANCE WITH ERC MITIGATION MEASURES
Based on an analysis of probable impacts from the proposal, the Environmental Review Committee (ERC) issued
the following mitigation measures with the Determination of Non-Significance -Mitigated:
1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan
(TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control
Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with
a Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be
subject to the review and approval of the Development Services Division.
2. The project shall be required to modify the existing Honey Creek Ridge stormwater detention pond
to provide the necessary volumes and orifice sizes to meet the 1992 Ecology Manual Streambank
Erosion Control Standard for both Honey Creek Ridge and Honey Creek East. The standard falls
under Minimum Requirement #5 and can be found in Section 1-2.9 (page A-10), Volume I of
Stormwater Program Guidance Manual for the Puget Sound Basin dated July 1992 which is:
Limit peak rate of runoff to 50% of the existing condition 2-year, 24-hour deSign storm while
maintaining the existing condition peak rate for the 1 O-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the
Honey Creek Ridge (based on the 1990 King Count Surface Water Design Manual) and Honey
Creek East (based on the 1998 King County Surface Water Design Manual). Note: Any design
changes to the existing pond will require geotechnical analysis and review.
3. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot.
Based on the proposal for 43 new residential lots the fee is estimated at $22,822.68.
4. The proposed project shall be required to pay a traffic mitigation fee in the amount of $75 per net
new average daily trip prior to the recording of the final plat. Based on the proposal to create 43
lots, the payment of $30,863.25 would be required.
5. Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single
family lot. The fee is estimated at $20,984 based on the proposal for 43 lots.
4. STAFF REVIEW COMMENTS
Representatives from various City departments have reviewed the application materials to identify and address
site plan issues from the proposed development. These comments are contained in the official file, and the
essence of the comments has been incorporated into the appropriate sections of this report and the Departmental
Recommendation at the end of the report.
5. CONSISTENCY WITH PRELIMINARY PLAT CRITERIA:
Approval of a plat is based upon several factors. The following preliminary plat criteria have been established to
assist decision makers in the review of the subdivision:
Hexrpt 05-144.doc
City of Renton PIB/PW Department
HONEY CREEK EAST PRELIMINARY PLAT
PUBLIC HEARING DATE: June 27, 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 5 of 10
A. Compliance with the Comprehensive Plan Designation. The subject site is designated Residential Single
Family (RSF) on the Comprehensive Plan Land Use Map. The objective established by the RSF designation is to
protect and enhance single-family neighborhoods. The proposal is consistent with the RSF designation in that it
would provide for the future construction of single-family homes. The proposed plat is consistent with the following
Comprehensive Plan objectives and policies for Residential Single Family Land Use, Community Design, and
Environmental Elements:
Land Use Element
Objective LU-FF. Encourage re-investment and rehabilitation of existing housing, and development of new
residential plats resulting in quality neighborhoods that: 1) Are planned at urban densities and implement Growth
Management targets; 2) Promote expansion and use of public transportation; and 3) Make more efficient use of
urban services and infrastructure. The project would add 43 residential lots to an existing neighborhood and
would result in a net density of 6.03 dwelling units per acre, which is within the density range permitted in the R-8
zone.
Policy LU-147. Net development densities should fall within a range of 4.0 to B.O dwelling units per net acre in
Residential Single Family neighborhoods. The proposal for 43 lots on the subject site would arrive at a net density
of 6.03 dwelling units per net acre after the required deductions, which is within the density range permitted in the
R-8 zone.
Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of less than an acre
(43,560 sq. ft.) in single-family designations. Allow a reduction in lot size to 4,500 square feet on parcels greater
than an acre to create an incentive for aggregation of land. The site is greater than one acre and all lots would be
greater than 4,500 sq. ft.
Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and driveway easements,
except alley easements. A private access easement is proposed over the pipestem serving Lot 17 to provide
access to Lot 16. The area contained within the access easement was deducted from the lot area for Lot 17.
After the deduction of the access easement the lot area for Lot 17 would exceed the minimum lot size of 4,500
square feet that is required.
Community Design Element
Objective CD-D: New neighborhood development patterns should be consistent with Renton's established
neighborhoods and have an interconnected road network. The proposal would provide access off of NE 23rd
Place and NE 24th Street, which is an existing through street.
Policy CD-16. During land division, all lots should front on streets or parks. Discourage single-tier lots with rear
yards backing onto a street. All lots are proposed to front on a public street or private access easement. None of
the proposed lots would have rear yards backing onto a street.
Policy CD-27. New streets should be designed to provide convenient access and a choice of routes between
homes and parks, schools, shopping, and other community destinations. New NE 24th Court would provide
access to the lots proposed on the northeast portion of the property and would connect them with NE 23rd
Place/NE 24th Street.
Objective CD-K: Site plans for new development projects for all uses, including residential subdivisions, should
include landscape plans. A conceptual landscape plan was submitted with the preliminary plat submittal. Two
trees are proposed to be located within the front yards of planting strips of each of the lots and a 5-foot
landscaped strip is proposed along existing and proposed rights-of-way.
Policy CD-45. Existing mature vegetation and distinctive trees should be retained and protected in developments.
The applicant is proposing to retain 14 of the 93 total trees or 15 percent of the existing significant trees. Two
new trees per lot and street frontage landscaping are required to be planted to compensate for the lost vegetation.
Policy CD-53. Landscape plans for proposed development projects should include public entryways, street
rights-of-way, storm-water detention ponds, and all common areas. A conceptual landscape plan was submitted
Hexrpt 05-144.doc
City of Renton PIBIPW Department
HONEY CREEK EAST PRELIMINARY PLA T
PUBLIC HEARING DATE: June 27, 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 6 of 10
with the preliminary application and proposes 2 trees in the front yards of each lot as well as a 5-foot landscaped
strip along public rights-of-way.
Policy CD-55. Maintenance programs should be required for landscaped areas in development projects,
including entryways, street rights-of-way, storm-water retention/detention ponds, and common areas. The
applicant will be required to maintain all common improvements as part creating a homeowners association or a
maintenance agreement.
B. Compliance with the Underlying Zoning Designation. The 8.05-acre site is deSignated Residential - 8
Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the
future construction of up to 43 new single-family residential units. The following requirements of the R-8 zoning
designation apply to the subject property:
Density -The permitted density range for the R-8 zone is a minimum of 4.0 dwelling units per net acre
(dulac) up to a maximum of 8.0 dwelling units per net acre (dulac). After the deduction of 38,969 square
feet of proposed right-of-way dedication and 1,226 square feet of private access easements from the
gross lot area, the proposal for 43 lots would result in a net density of 6.03 dwelling units per acre
(350,658 gross sq. ft. -38,969 sq. ft. -1,226 sq. ft. = 310,436 sq. ft. or 7.13 ac, 43 units I 7.13 acres =
6.03 dulac). The proposed plat appears to comply with density requirements for the R-8 zoning
designation.
Lot Dimensions and Size -The minimum lot size required in the R-8 zone is 4,500 sq ft for parcels
greater than 1 acre in area. The minimum lot width required is 50 ft for interior lots and 60 feet for corner
lots, and a minimum lot depth of 65 feet is required. Proposed lot widths range from 51 to 222 feet and
lot depths range from 90 feet to 140 feet. The proposed plat would create 43 lots which are proposed to
range from 4,660 square feet in area to 14,463 square feet. As proposed, all lots appear to be in
compliance with the required lot width, depth and size standards as prescribed under the R-8 zoning
requirements.
Setbacks -In the R-8 zone, the minimum front yard and side yard along a street setback is 15 feet for
primary structures and 20 feet for attached garages, the side yard setback is a minimum of 5 feet, and the
rear yard setback is 20 feet. The proposed lots appear to contain adequate area to provide for the
construction of single family residences after the consideration bf the setback requirements. Compliance
with these setback standards will be verified prior to the issuance of individual building permits.
Building Standards -The R-8 zone permits one single family residential structure per lot. Each of the
proposed lots would support the construction of one detached unit. Accessory structures are permitted at
a maximum number of two per lot at 720 sq ft each, or one per lot at 1,000 sq ft in size. Accessory
structures are permitted only when associated with a primary structure located on the same parcel.
Building height in the R-8 zone is limited to two stories and 30 feet for primary structures and 15 feet for
detached accessory structures. Maximum building coverage is. 35% or 2,500 square feet, whichever is
greater for lots larger than 5,000 square feet and is 50% of the lot area for lots less than 5,000 square
feet. The proposal's compliance with these building standards would be verified prior to the issuance of
individual building permits.
Parking -Each detached dwelling unit is required to provide two off-street parking stalls per unit. The
proposed building pads appear to be adequately sized for the provision of the required parking.
Landscaping -The City's landscaping regulations require the installation of landscaping within the public
right-of-way. The minimum amount of landscaping required for sites abutting a non-arterial public street
is 5 feet provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be
landscaped. A determination has been made that if no additional area is available within the public right-
of-way due to required improvements, the 5-foot landscaped strip may be located within private property
abutting the public right-of-way. The landscaping proposed shall either consist of drought resistant
vegetation or shall be irrigated appropriately. In addition, the applicant will be required to plant two
ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 - 8 feet in height (conifer), within
the 15-foot front yard setback area for the proposed lots or within the proposed planting strip.
Hexrpt 05-144.doc
City of Renton PIB/PW Department
HONEY CREEK EAST PRELIMINARY PiA T
PUBLIC HEARING DATE: June 27, 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 70f 10
A conceptual landscape plan was submitted with the project application. The landscape plan proposes to
plant a total of 94 trees either within the front yard areas of the lots or along the street frontages. 71 of
the trees proposed are 1.75 inch caliper Mountain Ash and 23 of the trees are 1.75 inch caliper Flowering
Cherry -Newport. Along the street frontage street trees are proposed to be planted approximately 35
feet apart with laurels planted in between at a spacing of 3 feet. It appears that the landscape strip along
NE 23rd Place/NE 24th Street is 5 feet and is less than 5 feet along NE 24th Court. It is unclear how wide
the landscape strip is proposed to be along Queen Avenue NE. Two trees were proposed within the
majority of the lots. Only 1 tree is proposed within front yard area of Lots 13, 22 and 23. Staff
recommends as a condition of approval that a revised landscape plan be submitted at the time of
construction permit application to the Development Services Division Project Manager for review and
approval. The revised landscape plan shall show a minimum 5-foot landscaped along all public (existing
and proposed) right-of-way frontages, provided that if additional undeveloped right-of-way in excess of 5
feet exists that this also shall be landscaped. If less than 5 feet of undeveloped right-of-way exists, than
the 5-foot landscaped strip may be installed within the front yards of the proposed lots along the street
frontage. Two trees shall be shown within the front yard areas or planting strips of each lot.
The applicant will be required to submit a detailed landscaping plan to the Development Services Division
for review and approval prior to the issuance of a building permit.
C. Compliance with Subdivision Regulations
Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to
a public street or road. Access may be by private access easement per the requirements of the Street
Improvement Ordinance. As proposed, the lots appear to comply with arrangement and access
requirements of the Subdivision Regulations.
Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the
applicable zoning classification and shall be appropriate for the type of development and use
contemplated. The majority of the lots are rectangular in shape, however due to the shape of the original
parcel a few of the lots (Lots 7, 8, 24, 26, 42, and 43 in particular) are irregular in shape. Each of the
proposed lots is oriented to provide front yards facing a street or private access easement, and satisfies
the minimum lot area and dimension requirements of the R-8 zone. When considering the required
setbacks, as well as access pOints for each lot, the proposed lots appear to have sufficient building area
for the development of detached single family homes.
Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of-way, except
alleys, shall have minimum radius of 15 feet.
Access and Street Improvements: Access to the proposed lots would be provided off of NE 23rd
Place/NE 24th Street between Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th
Court, which would terminate in a cul-de-sac turnaround on the eastern portion of the subject site. Full
street improvements (including paving, sidewalks, curb and gutter, storm drains, landscaping, street
lighting and signage) will be required along the frontages of NE 23rd Place, NE 24th Street, Queen Avenue
NE, and the proposed NE 24th Court.
Staff recommends a condition of approval requiring the establishment of a homeowner's association or
maintenance agreement for the development, which would be responsible for any common improvements
and/or tracts within the plat prior to final plat approval.
The City's subdivision regulations RMC 4-7-150E.5 specify that alley access is the preferred street
pattern. Staff has reviewed the proposed plat layout and determined that an alley access is not feasible.
The shape of the original parcel and the presence of an existing road (NE 23rd Place/NE 24th Street)
bisecting the site from the northwest to southeast prohibits the creation of a "block" with a double tier of
lots through which an alley could run along the back yards of the individual lots. Therefore, an alley
layout is not the preferred street pattern within the Honey Creek East Preliminary Plat.
To mitigate impacts to the local street system, the City's Environmental Review Committee imposed
mitigation on the project in the form of the requirement for payment of a Traffic Mitigation Fee. The
Traffic Mitigation Fee is based on $75 per net new average daily trip attributed to the proposed
subdivision. The proposed 43 new residential lots would be expected to generate approximately 412
Hexrpt 05-144.doc
City of Renton PIBIPW Department
HONEY CREEK EAST PRELIMINARY PLA T
PUBLIC HEARING DATE: June 27. 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 8 of 10
new average weekday trips (43 new homes x 9.57 trips per home = 411.51). The fee for the proposed
plat is estimated to be $30,863.25 (411.51 total trips x $75.00 = $30,863.25) and is payable prior to the
recording of the plat.
Topography and Vegetation: The topography of the subject site is generally flat. The northeastern
portion of the site gradually slopes from east to west at an approximate 2 percent grade. The
southwestern portion of the site gradually slopes from the northwest to southeast.
According to the USDA Soil Conservation Service, Soil Survey King County, the majority of the site is
underlain by the Alderwood Series (AgC). The Alderwood Series is made up of moderately well drained
soils that have a weakly consolidated to strongly consolidated substratum at a depth of 24 to 40 inches.
In addition the southern portion of the site is underlain with Arents (AmC). Arents have similar features
as the Alderwood Series.
Preliminary earthwork activities are estimated at 10,250 cubic yards. It is antiCipated that 10,000 cubic
yards of fill would be placed within the northwest and southwest portions of the site to create suitable
building pads. In addition it is estimated that approximately 250 cubic yards of material would be
excavated during the construction of the residences, some of that material may be used elsewhere on
the site, and the remainder would be exported.
Temporary Erosion and Sediment Control Plan (TESCP) and the use of Best Management Practices
would serve to mitigate potential erosion and off-site sedimentation impacts. The project application
includes a Construction Mitigation Plan, which is subject to final approval prior to the issuance of
construction permits for the project. In addition, the project will be subject to the 2001 DOE manual
regarding erosion control, as conditioned by the ERC.
The site is currently vegetated with grass, shrubs, and a total of 93 trees (41 evergreen and 52
deciduous). The proposed clearing limits encompass all of the proposed lots and the proposed
roadways. Additional areas outside of the proposed lots and roadways would be cleared for the
installation of utility lines (storm drainage and sewer). RMC 4-4-070 indicates that existing trees and
other vegetation shall be used to augment new plantings for landscaping where practical, and RMC 4-7-
130 requires that a reasonable effort should be made to preserve existing trees. A Determination was
made by the Director of Development Services that the retention or replacement of 25 percent of the
existing trees would achieve these requirements. To comply with this Determination, the applicant would
be required to retain or replace 23 trees. The applicant has proposed to retain a total of 14 trees or 15
percent. To comply with the Director's Determination, the applicant shall be required to either retain an
additional 9 trees or plant an additional 9 2-inch caliper trees. The conceptual landscape plan submitted
by the applicant proposes to install a total of 94 trees either within the front yards of the proposed lots or
along the street frontage. The proposed trees would be 1.75-inch caliper. If 9 of the proposed trees were
revised to be 2-inch caliper trees, the proposed subdivision would comply with the Director's
Determination regarding the retention or replacement of significant trees. Therefore, staff recommends
as a condition of approval that either a revised significant tree retention plan be submitted with the
construction permit application proposing to retain a total of 23 trees or 9 of the proposed trees to be
planted shall be 2-inch caliper trees.
Relationship to Existing Uses: Single family residential homes surround the subject site. The proposed
detached single family residences would be compatible with the surrounding development.
D. Availability and Impact on Public Services (Timeliness)
Police and Fire: Police and Fire Prevention staff indicate that sufficient resources exist to furnish services
to the proposed development, subject to the applicant's provision of Code required improvements and
fees. Therefore, the City's Environmental Review Committee is requiring the applicant to pay a Fire
Mitigation Fee based on $488.00 per new single-family home. The fee is estimated at $20,984.00 (43
new lots x $488.00 = $20,984.00) and is payable prior to the recording of the plat.
Recreation: There are no existing recreational facilities in the immediate vicinity of the subject property.
It is antiCipated that the proposed development would generate future demand on existing City Parks and
Hexrpt 05-144.doc
City of Renton PIBIPW Department
HONEY CREEK EAST PRELIMINARY PLA T
PUBLIC HEARING DATE: June 27, 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 9 of 10
recreational facilities and programs. Therefore, the City's Environmental Review Committee is requiring
the applicant to pay a Parks Mitigation Fee based on $530.76 per new single-family home. The fee is
estimated at $22,822.68 (43 new lots x $530.76 = $22,822.68) and is also payable prior to the recording
of the plat.
Schools: The site is located within the boundaries of the Renton School District No. 403. According to
the Draft Environmental Impact Statement for the City of Renton Land Use Element (January 16, 1992),
the City of Renton has a student generation factor of 0.44 students per single-family residential dwelling.
Based on the student generation factor, the proposed plat would potentially result in 19 additional
stUdents (0.44 x 43 = 19). The school district has indicated that they would be able to handle to additional
students coming from the proposed development.
Storm Drainage/Surface Water: A Preliminary Technical Information Report prepared by Casey
Engineering dated November 2005 was submitted with the application materials. According to the report
existing stormwater runoff flows into an existing stormwater system that was constructed as a part of the
Honey Creek Ridge Plat. The stormwater detention system that was constructed as a part of the Honey
Creek Ridge Plat was sized to handle the additional surface water generated from the construction of the
Honey Creek East Preliminary Plat.
The proposed method of drainage control as indicated by the storm drainage report would be collected in
catch basins and conveyed to the existing combined water quality/detention facility within Tract B of the
recorded Honey Creek Ridge Division No. 1 Plat.
The City has reviewed the submitted drainage report. The construction of the surface water facilities for
the Honey Creek Ridge Development were constructed in compliance with the 1990 King County
Surface Water Design Manual.
The City's Environmental Review Committee imposed a mitigation measure on the project requiring the
modification of the existing Honey Creek Ridge stormwater detention pond to provide the necessary
volumes and orifice sizes to meet the 1992 Ecology Manual Stream bank Erosion Control Standard for
both Honey Creek Ridge and Honey Creek East. The standard falls under Minimum Requirement #5
and can be found in Section 1-2.9 (page A-10), Volume I of Stormwater Program Guidance Manual for
the Puget Sound Basin dated July 1992 which is:
Limit peak rate of runoff to 50% of the existing condition 2-year, 24-hour design storm while maintaining
the existing condition peak rate for the 10-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey
Creek Ridge (based on the 1990 King Count Surface Water Design Manual) and Honey Creek East
(based on the 1998 King County Surface Water Design Manual). Note: Any design changes to the
existing pond will require geotechnical analysis and review.
A Surface Water System Development Charge, based on the current rate of $759.00 per new single-
family lot, would be required prior to the issuance of construction permits for the plat.
Water and Sanitarv Sewer Utilities: The site is within the City of Renton water service area. There is an
8-inch watermain within the existing roadway. The project site is located in the 565-water pressure zone.
The site is outside the Aquifer Protection Area. Fire Flow available to the site is approximately 2,000
gpm. Static water pressure is approximately 52psi. In accordance with the Fire Department regulations
one hydrant within 300 feet of any proposed single-family structure is required prior to recording of the
final plat. Additional fire flow and hydrants are required if the total square footage of the new single-family
structures are greater than 3600 square feet.
The generalized utility plan submitted with the project application proposes to tie into a watermain on the
Sierra Heights Elementary School property. A easement from the Renton School District for the water
line extension across the District property shall be required prior to the construction of the watermain
improvements.
The Water System Development Charge is $1,956.00 per new single family residence and is payable with
the issuance of the construction permit.
Hexrpt 05-144.doc
City of Renton PIBIPW Department
HONEY CREEK EAST PRELIMINARY PLA T
PUBLIC HEARING DATE: June 27, 2006
Preliminary Report to the Hearing Examiner
LUA-05-144, PP, ECF
Page 10 of 10
The subject property is served by City of Renton sewer service. There is an a-inch sewer main adjacent
and available to serve the site within the NE 23rd Place/NE 24th Street right-of-way. These parcels are
within the Honey Creek Special Assessment District. Fees associated with the district are $250 for each
new unit. The Sewer System Development Charge is $1,017 per new single-family residence. This fee is
due with the construction permit. Prior to recording the plat, any existing septic systems must be
abandoned in accordance with the King County Department of Health regulations. Sewer main must be
extended along the full frontage of the parcel being developed. This includes lots 34 and 35 along Queen
Ave NE. This line was not shown on the proposed utility plan submitted with the application.
H. RECOMMENDATION:
Staff recommends APPROVAL of the Honey Creek East Preliminary Plat, Project File No. LUA-05-144,
PP, ECF subject to the following conditions:
1. The applicant shall comply with all requirements of the Determination of Non-Significance -Mitigated
that was issued by the Environmental Review Committee on May 30, 2006.
2. A revised landscape plan shall be submitted at the time of construction permit application to the
Development Service Division project manager for review and approval. The revised landscape plan
shall show a minimum 5-foot landscaped along all public (existing and proposed) right-of-way
frontages, provided that if additional undeveloped right-of-way in excess of 5 feet exists that this also
shall be landscaped. If less than 5 feet of undeveloped right-of-way exists, than the 5-foot
landscaped strip may be installed within the front yards of the proposed lots along the street frontage.
Two trees shall be shown within the front yard areas or planting strips of each lot.
3. A homeowner's association or maintenance agreement shall be created concurrently with the
recording of the final plat in order to establish maintenance responsibilities for shared roadway,
stormwater and utility improvements. A draft of the document(s) shall be submitted to the City of
Renton Development Services Division for review and approval by the City Attorney and Property
Services section prior to the recording of the final plat.
4. Either a revised significant tree retention plan shall be submitted with the construction permit
application proposing to retain a total of 23 trees or 9 of the proposed trees to be planted shall be 2-
inch caliper trees.
EXPIRATION PERIODS:
Preliminary Plats (PP): Five (5) years from final approval (signature) date.
Hexrpt 05-144.doc
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I. 1IiE lIE LClCA11CNS AS _ ClN 1HIS PUN SHEEr ARE _lE • I1fW. lIE LClCAlICIIS .u. IE _ UI'ON 1I£ I1fW. _ PINIS
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2. L.I<IClSCN'£ 1REES REQUIRED • 2 1REES PER \Dr • 118 1REES
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CITY OF RENTON
DETERMINATION OF NON-SIGNIFICANCE-MITIGATED
REVISED MITIGATION MEASURES
APPLICATION NO(S): LUA05-144, PP, ECF
APPLICANT: Wayne Jones, Lakeridge Development, Inc.
PROJECT NAME: Honey Creek East Preliminary Plat
DESCRIPTION OF PROPOSAL: Applicant is requesting Environmental (SEPA) Review and Preliminary
Plat approval for the subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-
8 (R-8) dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square
feet to 14,463 square feet in area. Access to the proposed lots would be provided via off of NE 23rd StreetlNE
24th Street be~ween Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, which
terminates in a cul-de-sac turnaround on the eastern portion of the subject site. No sensitive areas are mapped
on the subject site.
LOCATION OF PROPOSAL:
LEAD AGENCY:
North and south sides of NE 23rd StreetlNE 24th Street between Shelton
Avenue NE and Queen Avenue NE
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
MITIGATION MEASURES:
1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan (TESCP) designed
pursuant to the Department of Ecology's Erosion and Sediment Control Requirements outlined in Volume II of the
Stormwater Management Manual and provide staff with a Construction Mitigation Plan prior to issuance of
Construction Permits. This condition shall be subject to the review and approval of the Development Services
Division.
2. The project shall be required to modify the existing Honey Creek Ridge stormwater detention pond to provide the
necessary volumes and orifice sizes to meet the 1992 Ecology Manual Streambank Erosion Control Standard for
both Honey Creek Ridge and Honey Creek East. The standard falls under Minimum Requirement #5 and can be
found in Section 1-2.9 (page A-10), Volume I of Stormwater Program Guidance Manual for the Puget Sound Basin
dated July 1992 which is:
Limit peak rate of runoff to 50% of the existing condition 2-year, 24-hour design storm while maintaining the existing
condition peak rate for the 10-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey Creek Ridge
(based on the 1990 King Count Surface Water Design Manual) and Honey Creek East (based on the 1998 King
County Surface Water Design Manual). Note: Any design changes to the existing pond will require geotechnical
analysis and review.
3. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. Based on the
proposal for 43 new residential lots the fee is estimated at $22,822.68.
4. The proposed project shall be required to pay a traffic mitigation fee in the amount of $75 per net new average daily
trip prior to the recording of the final plat. Based on the proposal to create 43 lots, the payment of $30,863.25 would
be required.
5. Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single family lot. The fee is
estimated at $20,984 based on the proposal for 43 lots.
ERC Mitigation Measures Page 1 of 1
-, ..
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 6th day of June, 2006, I deposited in the mails of the United States, a sealed envelope
containing Revised Mitigation Measures documents. This information was sent to:
Name Representing
Agencies See Attached
(Signature of Sender)~: ... '7'~=:"'==.Io~. ~-----:~=-~~~_. __________ _
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that Stacy Tucker
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and
purposes mentioned in the instrument. ~"t.~~~;~I'"
Dated: tp . "7 -O(p
Notary (Print): Qo'\bQ c J. \ I Y'Y) I My appointment expires: @-\o.. .... \()
Project Name: Honey Creek East Preliminary Plat
Project Number: LUA05-144, PP, ECF
template -affidavit of service by mailing
-/J~ ,,,:,,.'~~\\\I\~~A'to'11. .::: ~ ,;;>:;'::. .. ':.hJN 1'.:'1.'11/ 'I.~ :: ,:":' ~v' '-.,: I .
Dept. of Ecology •
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
WSDOT Northwest Region •
Attn: Ramin Pazooki
King Area Dev. Serv., MS-240
PO Box 330310
Seattle, WA 98133-9710
US Army Corp. of Engineers •
Seattle District Office
Attn: SEPA Reviewer
PO Box C-3755
Seattle, WA 98124
Jamey Taylor •
Depart. of Natural Resources
PO Box 47015
Olympia, WA 98504-7015
KC Dev. & Environmental Servo
Attn: SEPA Section
900 Oakesdale Ave. SW
Renton, WA 98055-1219
Metro Transit
Senior Environmental Planner
Gary Kriedt
AGENCY (DOE) LETTER MAILING
(ERe DETERMINATIONS)
WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept. •
c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer
3190 160th Ave SE 39015 _172nd Avenue SE
Bellevue, WA 98008 Auburn, WA 98092
Duwamish Tribal Office • Muckleshoot Cultural Resources Program •
4717 W Marginal Way SW Attn: Ms Melissa Calvert
Seattle, WA 98106-1514 39015 172nd Avenue SE
Auburn, WA 98092-9763
KC Wastewater Treatment Division • Office of Archaeology & Historic
Environmental Planning Supervisor Preservation·
Ms. Shirley Marroquin Attn: Stephanie Kramer
201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98104-3855 Olympia, WA 98504-8343
City of Newcastle City of Kent
Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
Director of Community Development Acting Community Dev. Director
13020 SE 72nd Place 220 Fourth Avenue South
Newcastle, WA 98059 Kent, WA 98032-5895
Puget Sound Energy City of Tukwila
Municipal Liason Manager Steve Lancaster, Responsible Official
Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and
cities will need to be sent a copy of the checklist, PMT's, and the notice of application. •
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
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APFLfCATi,~t'~fNb(Sj:", .', " , :, : LUA05c144,'PP,ECF: " ,":. ~
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",)\PPLICANT: " ,WayneJ()h~s,Lakerid~e:DEweIOpm~nt,lnc.: , •
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.; , . .' " '.' .t ." , .. , . ',' '> r .~" """,'. ':'p~OjECrNAME:"'<'" '" ,,', , )lioney:Cr~e{East,Pr~Hmll1~ry,Plat ", '
, .' OESCRIPTIC)N'dFP~~POSAL:' ,;' ",', ApP)lcant.is 'requesting. Envii'o"inen'fal '(S~P1')'R~vi~~>a6iTPr~iiminary ,
,plarapprovalfor ,thesu'od'ivisionof anexisting350,6~8squareJopt :(8;05 acre) site locatedWithirl'Jhe'Resideritial~ , 8(R~8 ),dweiling:,unif parae!'e zoning designation ,into 43'lots.:' ,Th~'Ptoposed~lots rarige:in'$Iz'e;ir.9rTr4~66Q· squ~re '
" feet to t4',463 'square f~etj!1a'~ea;' Access to the proposed IbtS:woula:b~prov,ded 'Via.off'ofNE-,2,$rd'-$treetlNE
24th Street betWe~nQueeri AyeriueNE', andSheitcm Ave6ue~ NE: arid the': proposecf,'NE:,:24.thCourt;,which'
" ' ~ern'liriate{ir,l,a;dlJl~dEl-~ac'turnaround,o~' the'eastern p()rtion:6f,thes'u~Ject sileo 'No sen~itiye'~t.~~~~re, mi:!pped,
onthesubJ~Ct~it~»" ",:." '"J . ';',;,,_; .." . . ,
.' . " . U)CATIONbr;;'PROPOSAL! ' " .'~orth~'n~'soliih Sid~soi~g2~'rd:Str~etlNE24t~Stf~~r b~~~~n'Sh~lt()n L~D AGE~tY: ..' "",,,,~#~~~:~~~;~enge~E ,"',',' .,,'., '.""." '
'" < " . ',1\ijl;lDe'Rartrrie@tcofPlannirjg/E3'uilging/PublipWorks " ; " ' ' '. :, .. ,'
",0" /l~~,' ~D~;~~I,~~~ent:RI~~~~~~~»ctl~?,;~,"" . . . ','" ,"_"
"MITIGATION MEASURES:-'~ . ',/" ,.:v', "', :,'\:~ . _f;',~. ',' ,', ',"-::.' ,
'1,:, The ,appuc~nt sh~IF~~:'r~gufr'~d t(Vpr~~ia~')~' Ti~po~~E~~~;itt~:~ nd ~~d;j~~l~ti~n contror~I~~'.(T~:sqP) d~signed
pursuanttothe Department:of, Ecology's;Eroslon~an"'edlme, ontroIReqUirements,outhned"In' Volume:'11 of the
" $t6rrriwatElr,M~n~:igi;lme~r~'M:ariHa[::;~lJd~prd,r< jr~;,~ 'otl~jrq~~g~;;'~iigation ,Plan~ :Pti,~(,'t~:)~sua~ce ,'of", ~': G?,~s.tr~ction 'Perf1i~ts;, :'T,?i~: c09~ditiOh's~~lr~~~ , " J\t~?y!,~e'r~VieWJ:~"a~~raP,,~r9yaIOf the~~y~19PmMf:~~rvi(;es'
,>:,~Ivislon: '"," ,,';::"'~';'\~~\. '~\:;;:~~~i;"",i "':;;~?;~'~:"; \i~<':::".',:Jr "";:'>f:';",,,
'2~ , TheprojElct shaIVb~r~:qyir~~ to :~pq.lJY~'t~~,~~xis!ing H,opey Cree~;J~ld~~§t~j~W~it~r det,~nJio~,p6!1~,:::t9'p~ovipe the '
; necessary volumes and on~ce ,SIZ~S'tO }meehthe 1992 Ecology"M,aJ:lQal,: Str,~am.bank EroslqnContr9LStc:lndard for
", ,both. Honey Cr.eek'.RidgeandHoOE~Y·~Creek:;-East",Jhe standa.ra':;fail~,:uiid~,Minirhum Requiremenf #5 and 'can he
", foUnd ,irfSectio~i-?;$; (R~9~~:A~ 1 O);VOI~,r:n~i''i)o,(Stg~,hl\Vajer:,:ProgJa,{J.' ,~faanceManual'for, the:Pug~t~d~,nd,' Basin
,~at~d July1992whic~\is,:< \':, ,,' , ::ij(,:".;,,[ :~'i;i,,' ,,-:~ '~:" ,',:'",' ':,';"c' " '
, 'Limi't peak rate ofrJnQff;to :50Yo' 9f: the, ~xisti~g,' eOf:'lqiiiQo.2l".year;i2~::tMurdesign'storlTl while' inaint~:lin(nll-the -existing
conditior!'l)eflkr~te' fbh~~~,10~year and'10d,~year;24;.h6urdesign §torm's;, ' , ".':" ,.' :,~, "" /,
'" th'eexistingp~hd,~if(W~~(jtO:'~e modifledlo pfo~i~e',f~~ Je'q'~ir~dwatet~q~~iitY;YOIU'me 'forth~''Hdri~y:gre"ek:Rid~e '
'(basedon : the,1990')<'ih.'9\CO,imt Surface Water' Design' Manual) ',and ,pfoh~y,<;,-r~ek East (t:>as~don.lh~"1998 .King
County Surface, VVater.·Pesign Manual). 'Note: AnY,qesign changes' to th¢ existing pond win require geotechnical
'an~ilysisandreview",-,",', , ',: ,', " , "',', " '," , ,', '-", ":.',,,,;-,: >
, 3. ' Thec'apPIi6cult~IJ'~i'I"pay~,:,P~'rkS MitigaJio~, Fe~,'ba;s'¢dori$530::7~:,;;'er':~~:Ch' n~W,Single fa~U?10i.'!\:6a'S~d6n the,
,proposal for43,'n'eWresi(j~ntialldts,thef~eis:~stlll1at~'d:at $22,822;{~f:[:' '~:", -", ' , ' " ,:c, , ',,'
c' '4 .Th~:pr~posed proi'ect§h~il::~e r~gUi'ted.top';y attafficniitig~tiO~' i~e i~;the; a~6~n~ ~l$i5 per ~~t, nJ~:,~v~r~qe:dailY
,trip: prior to' the'recol"(:iing :6fthe final plat. " Based on the proposal'to create ;43' lots, 'the, Payment 6f$30i863~25 would'
~e,r~9~i~~&' ""::::::: .. ~:',,,;:,,',":,'.,>, '::,::,', ,,' ',_' ':',.,:'.:>:~",~', ',::','-," ' ," "",',.:,:')'::.<. ,,", ,
'5.Staffrecoinmends:that'the':applicant pavao Fire Mitigation Fee, baseddn '$488.00 per new singIEffarnily~bt. 'T-liefee is
, 'estfmated, cit$20,984,hasedon,tlie proposaLfor4316ts.. ,', ," " -:, ' ',::.": ' \ ;; /<,\ ':;,
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ENVIRONMENTAL DETERMINATION & PUBLIC HEARING
ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE _ MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME: Honey Creek East Preliminary Plat
PROJECT NUMBER: LUA05·144, PP, ECF
LOCATION: North and south sides 01 NE 23rd StreetlNE 24th Street between Shelton Avenue NE and Queen Avenue NE.
DESCRIPTION: Applicant Is requesting Environmental (SEPAl Review and PrelimInary Plat approval for the subdivision of an existing 350,858 square foot (8.05 acre) alte located within the Re8ldentlal~8 (R-S) dwelling
unit par acre zoning deSignation Into 43 Iota, The proposed lots range In elz8 from 4,680 aquare feet to 14,483
square feet In area. Access to the proposed 10tB would be provIded via off of NE 23rd StreetINE 24th Street
between Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, whIch terminates In 8 cui.
da-aac turnaround on the aaatern portion of the subject site. No sensitive areas are mapped.
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT.
Appeals of the environmental determination must be flied In writing on or before 5:00 PM on June 19, 2008. Appeals
must be flied In writing together with the required $76.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-110.8. Additional Information regarding the appeal process may be obtained from the Renton City
Clerk's Office, (4251430-6510.
A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY WAY, RENTON, WASHINGTON, ON JUNE 27, 2006 AT 9:00 AM TO CONSIDER THE PRELIMINARY PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD , AS PART OF THIS PUBLIC HEARING.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION AT (425) 430-7200. •
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION
CERTIFICATION
D \ ~ . ~ . f h b d "'""""\~\\\\'ll I,ereiL -Jor""",,-, hereby certIfy that.J copIes 0 tea ove ocu~~ \.,. 'fNN J.t!.!"
were posted by me in ~ conspicuous places or nearby the described property ~'\t!l"&~I~~/~
"i'. /J ~~/j~+OT"' .. +-'O/\~\
DATE: ~/J..I Ot, SIGNED: .L~. ~ i {8 _. _ ~ ~\il
~ "'~... = = ATTEST: Subscribed and sworn before me, a Notary Public, in and for the State of Washington residing in\:;\ -i>.lI .... ~ .i'cf:E
~/,~~ I~"\~~~'''''"Y 1=4 {! ,Sfc.. , on the N day of ~ E~ \\\\\,-;: #
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 15t day of June, 2006, I deposited in the mails of the United States, a sealed envelope
containing ERC Determination documents. This information was sent to:
Name
Agencies
Wayne Jones
Robert C. Kaufman
Doreen Jones
Val Bradley
John Ortiz
Curt & Nancy Whittendorfer
Tina Escobar
Donald L. Frueh & Carrie Christianson
Don & Deborah Vandermark
No Name -3231 NE 25th Street; Renton
(Signalure of Sender): .~ ~
STATE OF WASHINGTON )
) SS
COUNTY OF KING )
Representing
See Attached
Contact/Owner/Applicant
POR
POR
POR
POR
POR
POR
POR
POR
POR
I certify that I know or have satisfactory evidence that Stacy Tucker ~"'t~~W~I'"
signed this instrument and acknowledged it to be his/her/their free and voluntary a~. ~~;'H~. ~8A~"~
purposes mentioned in the instrument. i~~~"o T"'~'-~'~\
... :0";" ).. ~i~ ~ ~() -. _ cn~ ~ Dated: ~ -:z -Qt Q CL '-~ ~ .,
the Sate i1l~sHI QtV ff~:: ~'1",)<,11111<'19.'\() .;::-~o.: h ~ I" ",",.:;:--
\: M ''," O~\I\\\\""\~'\:J$ Notary (Print): A YY\\;w C L '-I '" (> .::::!¢B met 0 ,,~ I ,. WAS~~~
My appointment expires: ~-\C\-\O ih\\\\\,"
Project Name: Honey Creek East Preliminary Plat
Project Number: LUA05-144, PP, ECF
template -affidavit of service by mailing
... • •
Dept. of Ecology *
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
WSDOT Northwest Region *
Attn: Ramin Pazooki
King Area Dev. Serv., MS-240
PO Box 330310
Seattle, WA 98133-9710
US Army Corp. of Engineers *
Seattle District Office
Attn: SEPA Reviewer
PO Box C-3755
Seattle, WA 98124
Jamey Taylor *
Depart. of Natural Resources
PO Box 47015
Olympia, WA 98504-7015
KC Dev. & Environmental Servo
Attn: SEPA Section
900 Oakesdale Ave. SW
Renton, WA 98055-1219
Metro Transit
Senior Environmental Planner
Gary Kriedt
AGENCY (DOE) LETTER MAILING
(ERe DETERMINATIONS)
WDFW -Stewart Reinbold * Muckleshoot Indian Tribe Fisheries Dept. *
c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer
3190 160th Ave SE 39015 -172nd Avenue SE
Bellevue, WA 98008 Auburn, WA 98092
Duwamish Tribal Office * Muckleshoot Cultural Resources Program *
4717 W Marginal Way SW Attn: Ms Melissa Calvert
Seattle, WA 98106-1514 39015 172nd Avenue SE
Auburn, WA 98092-9763
KC Wastewater Treatment Division * Office of Archaeology & Historic
Environmental Planning Supervisor Preservation*
Ms. Shirley Marroquin Attn: Stephanie Kramer
201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98104-3855 Olympia, WA 98504-8343
City of Newcastle City of Kent
Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
Director of Community Development Acting Community Dev. Director
13020 SE 72nd Place 220 Fourth Avenue South
Newcastle, WA 98059 Kent, WA 98032-5895
Puget Sound Energy City of Tukwila
Municipal Liason Manager Steve Lancaster, Responsible Official
Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and
cities will need to be sent a copy of the checklist, PMT's, and the notice of application. *
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
ENVIRONMENTAL DETERMINATION & PUBLIC HEARING
ISSUANCE OF A DETERMINATION OF NON-SIGNIFICANCE -MITIGATED (DNS-M)
POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION
PROJECT NAME:
PROJECT NUMBER:
LOCATION:
Honey Creek East Preliminary Plat
LUA05-144, PP, ECF
North and south sides of NE 23rd StreetlNE 24th Street between Shelton Avenue NE and
Queen Avenue NE.
DESCRIPTION: Applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for
the subdivision of an existing 350,658 square foot (8.05 acre) site located within the Resldentlal-8 (R-8) dwelling
unit per acre zoning deSignation Into 43 lots. The proposed lots range In size from 4,660 square feet to 14,463
square feet in area. Access to the proposed lots would be provided via off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, which terminates In a cul-
de-sac turnaround on the eastern portion of the subject site. No sensitive areas are mapped. .
THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITIEE (ERC) HAS DETERMINED THAT
THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE
ENVI RONMENT.
Appeals of the environmental determination must be flied In writing on or before 5:00 PM on June 19, 2006. Appeals
must be flied in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City
Clerk's Office, (425) 430-6510.
A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR
MEETING IN THE COUNCIL CHAMBERS ON THE 7TH FLOOR OF CITY HALL, 1055 SOUTH GRADY
WAY, RENTON, WASHINGTON,ON JUNE 27, 2006 AT 9:00 AM TO CONSIDER THE PRELIMINARY
PLAT. IF THE ENVIRONMENTAL DETERMINATION IS APPEALED, THE APPEAL WILL BE HEARD
AS PART OF THIS PUBLIC HEARING.
FOR FURTHER INFORMATION, PLEASE CONTACT THE CITY OF RENTON, DEVELOPMENT
SERVICES DIVISION AT (425) 430-7200.
DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION ..
. ~athyKeolker; Mayor :'. . . ,. :'J ;. . ., '. ~ ~.
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,June 1,2006
:, .
Wayne Jones .: '
',' . Lakeridge£;>eveIOpmerit, Iri6~ ,
PO Box 146. '
Rent,on,WA Q8057
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: SUBJECT: 'Hqn~Y'9re:ekEastPreliminary:P,iat, ,"
, . lUAQ5-144; PP, ECF ,,'.':":
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',For the Envirorimei:)tai:Re~iew Committee;,
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CITY ':>FRENT~()N~'
'PlanninglBulldirigIPublic W ()rks D~part~ent '
, ' ','Gregg'~immerman:~:E,~,:Ad..u~t.~~!Or,',
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Associate Planner " ; ""
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, 'cc: RObertC~KaufrTian,Doreen JOneS,'Vararadl~'Y~JOhn Ortiz, Cu~ BiN,ailcy Whiterido~er;:';:,o ",;' .'. "",
Tina Escobar, Ddnald-Lf,rueh &Carriff,Chdsti,ansoni OOn&:Debor~h:Vanderrriark/ par:tY(les). ,',
of-Record ,~" ".,," " ' '~"::, ',' ,: ,,', '" ,
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CITY . . .
•. Plannihgmtiilding/Ptd~licWork~ Dep~inent .....
. .; Gr~gg'Zim~erm~nP.E~, Administr.ato.,. .
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KafuY Ke~lker. Mayor
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, . "~'un€)1, 2006
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'. '..'--W.{shingtor:lState .. ' ....
'. :; Oepartnient of Ecology . '.
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.· .. ·Erivironmental.Review Sec~i6n ,:
.... PQ Box,47703 . .,... .
Olympia; WA 98504,.7703 ,r,.'.": ."
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. Environmental bet~rminations ",
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.. , . 'Traris~itted herewith is'a c6pY:bf.the.E~vironmentai·Determin~tion:forthe foilowi~g:pr6ject reviewed by,
(fie: Environmental RevieWGommitt~e(~RC)6n May 30,.2006:" , '., .' : .•... ' : .....,. '.
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" ". DETERMINATION.:OF NON~SIGNIF.ICANCE ~ MiTIGATED; . :, {':: .... \, . -
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..../~;<;, . PROJECT NAME:'·~~ney·Cree.kEast~l'elimlr'l~ry;~I.af . " . .' .', ,
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i. . . ', .. .: . i.' '; .. I?ROJECTNUMSER:,:~9~o.S';1~4i·~~·;·t;.~F; .. ;·'·;}"·.;.p ..... ' .. ,. ,: .. : .... '. ',' '. .'
'. :'. 'i ,. LOCATION: .. ' ..~orth~nd.sQuth sld~s.~()fN.§2.~rd St~~·etlNE·Z4th;'~treet~etwe~n.. .'
,c:>,',', , 'She.ltonAven~eNE' .ul~:Qu~e~',A"entie:NE.: .,.<\/," " . ". :
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" .'. ; . ··.DESCRIPTIO~:' .•.. "'Appi)c'8nt'ls reqi.ui~tlngEnVir6ntn~Otai;(SEP.A):Revie~ 'and'Preliminary'
.. ,' .~ ·:,·Plaf~ppro.valfCir the ~u~divlsion>:o( iul;;exlstirlg·:350j~5.~.sqlJarefoot(8.05 .
. .: .;.:~cre) . site,. located , with,irr·,thEr..F~,~.si,dentia'l78(~,;8)! 'di"elU,ng.: ~unitperacre .
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:.;: .' . z~nlrJg' deslgnatiQn Into:· ~3 lo~s~ "The pr~pos.ed ·Iots range;in size. fr~m" ..
< ,',' ::4;660' square feeNo;'HA6.3'S:quar~ feet,jn.ar~a;:·,A~ce.ssJo the prop~sed ,;-,:' I,
... ; :,.·lots,·woUld:, beprovl~ed,;vl.a~9f(.ofNE23rd :StreetlNE24~h.$tteet .b~tween .., . ': : '7' •
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. ;'!"j~~eeh Aveo:u~,:i~~;~,:,'~,,~lieJt()il~venuij'N.~··~-nd~the propo~ed NE·24th~ '. ,:.' . ' .. ; . 'I, -'. " ':";~. ".' _, ' . '
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". '\', .' ' .. '(!, "C,oud,whlch terniin~t~s,in'a,:¢iJl-de,;s~c tUfnaroundo~ th-eeastem:portI6n' . "
.. ' ,: /'/:o(~h~subJ~~t si~e: .N();$~nsi~l:ve;ar~a~ are.m:ClPpe~,':> .' , •..• " ," " ,:' ' .. ;'.
:' . " APp~ais' of the enVir~nnl'er1tJ~~:d~t~I'~lnati~n' ~:~~ b~'~;'~~'~ '(i~ w.~i~·ing ~'n or b~fO~~':~:OO . PM on June' ,':" ..... .
. . ,' : .• 1.~,ZO()6,.·. Appeals must'OEf m.~~;i;n"Wfi~ing, togeth~r' with·t~e.r~q'~i~ed·.$75;OO .applica·ti9h,f,ee)Nith: Hearing
. ~xarniner,' City' of Renton;1055~;Sp4tn qradyWay,"Rento~.: :W.1f. ;9a055. APp'~~!~')9·:th¢'Examiner. are'
, governed by City of Renton· 'Municipal Code Sec,tion 4:':?~1-10:~." AdditionaJ: inf(ml1aJior:i·[eg~rdihg.~ the'
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< .'\ . ,~pp~Cllprocess may be obtaine~frcorin\tti~'R(mton ~ityeler.k'.sOftice'; (425)430-6510.; ":;.:';: .....' .; .. '"
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" "'If you·.h~ve questions, pleaSt=3J:aw,m~-at(425)430~7219.:' " ". ';Y, . ''''..
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. For' the Envi~onmental'Review\ 9~inn;itt¢e, , .', ",'. "", :' ,-.
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"".' .. '" ·CC:.· , ' .. KingCounty Was~e\'Vate'r~fr.e~tmentDivision·.
" . WDFW, Stewart Reinti'(M,"'~~,., .• ' . . .... <,,' 'j, 6avid F. Dietzman~bepar(rn~ehrofNatl!n;11 Resoui'd~s'
..', .: . '.' '~SDOt; No.rthwestRegfop:~ ':". '.' ': .', ". . ...
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. ' , .. ' ,Karen Walter, Fisheri~s;':MuGkles~o6t In~.ianTrib~ (Ordiilan,ce) .. ," .' "MeUssa Calvert, Muckl~shc)'of.'Oultural. Resources .·Program . ." ". ··us Army.corp. of Engiaeers:>,"· : .:. ,>.: . < .. < ..
. ·.Stephani~ Kramer, '.Qffice' 6fArchaeoI6gy.& Hi~toric Prese.r:v§ltiofJ
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, ··APPLICANT:. '. .,,; " .' ~ ':", Wayne Jbnes,' L~kefidge D~yeIQpr;rfent,:' inc;.'" ":'" ;' ., . ':,:: ". . "~'. ~' ... -,.". '" ·,··._-c·~·.:· .. ~.~\ , .. " ,', ..... , .. ', ",/.: '., ;-, .... ," '.
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·.DESCRIp.rIONQF.p~OPOSAD:(· " .... Applicailt is 'reque~ting,Etlvirbnm(3nJar (SIZPA) . RevieiN.c:inO'P[!3limiri:~ry'.· .
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. ,: : Plat :appr()v~LfoF tbe~isubdiVi.sfon, ofari· existing 350;6Sj3' sqi.rar~:foQf (~:()5~.a~re) 'siteJocated. within the,ResideiJtial~ ;.' ,'. '.'
" :," . 6 .(R~8)· dw~lHhg ,unitperacre: zoning'· designation into43Iots~.·· Th$proposedJots. ,rahgeiosizefrOm 4,660',square:: ..
, . '., . feet; to 14AQ3' squa~e·. feet. in·aref::A¢<;ess to ttJe 'proposeCl :'IQts ':wolJia ·be·pr9vi~~d'.via.()ft. ofNE'.2$rci-'StreetlNE:: .
'. 24th', St~eet b(3twe~h;·QlJeen·'Avenue\'·NE :andSheltori;:Avenu~ NE' ani;! thefproposedNE,24th,C6Lirt;·;which '
.... t~rmlnat~s'ina Cuhde~sah:t.urnarbUridon the eastern,pbrti:onbf tne,subj~ct sit~.~;No' s~risitive areasar(3 ,mapped
, 'onJ/1e~.ubj~c.fsite;' '. .., "~':' ,; " . . .'. ' '.'<'.. '.' "", . .' ,,:~',,' ;.' .' ".
:;,', :, .... 'LoCAfIOr\tc)~.'PR6poSAU ' North and south Sid~S·Of,NE:'23rd·si~e~~NE 24th'Str~et,'betweeri Shelton" , ..... .
},_ .. , "';'.;.' ':.;, ':., ." ':'Avenue.NEandQueen'Avenue'NE. ;, ',':'.', . . "-:, ': -,'
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. MIJIGATION MEASURES:. ,:' ': ~,,/ _,' "' .. ?!<~ ,.,1ff;,';~A, 1· ,'" '. _ '. ~',".:.; ~,' ,f ~ ,', ... r' ;:r ~S:P':hJ":'Y"~ ~ y' f<k~~'5~1~;r.Y~~~''0 1, \<~-.\>;t; ~~. .:' -. > :_, '.~" .' ••• ' • " .,", .' .1..-" The,app,Jicant shall be reqyireJ:f .to pro~iCfe' a :Tempota"iY:,Erosioniand·Sedinientation Control, Plan (TESCP) designed, " .; . ~,~/ ,,: . .-pllr~uant te) tpe-"Efepartment of gcology's';'Erosi6i1,aJ1{ Setlim '\"~'I;' oni~ol, ,ReqJ.iremen!~'out.j;neq\ in\/blume.lf 'of the " .'"
:' ).:<-•. ::~torrnVia.~7r:,,·M.~n~·~~m~nt :.,Ma.r~~r~j~~'·jp(,~_c. ~~ .. "" ''', ~q?'S~r~cii9~:'-'~ltjg~t!pr ~!?:!~h:~'~ri.Qr. to}~s·uan9~.<·~(";.:··
' .. 'Go,l1~tructron~P~rmrts;,: . Thrs 'cOQ.drtl.on.,sJ:fall.·be;~u, ... ct'\" ' reYI~w? ana approv,al()f :the D~veloprnent-Ser:vrces>·. : "··2,ii~:~~:;~;IJh~;l(b~r~"i~l9\~k~~~~;~J!:Aon~Y ~;e~'~kst~i~~t~(~iiJ~;:~·PO~dfu.providel~~';· ., ...
,.;':n,E!c~s~ary yollJlTle~~rd.?nfj~e· $,r2:~:~;}tq1~r.r~1htQe '1992· ~cplg~y;lrq,~.n~.?I:'~lf~a.?1~a~.k::Ero,s'~n ,~~ntrol~tandf1rd. for.
" ...•. both .1'-I()n~Y~~E:le~'Rrdge-a~d;Ho'leY<z~Pre~~::~a~tL Thg ;~J!illlq~r2:rall~ . un,g~rfv1rQrmllm '~eqlJrr~rnE!l:Jt #5,' ~nd ci;!n"bE!., . "
... foun~'in'S~cti()nl';2i9 (pag'~A-10), VOh~m~,:I>of ·Sto[mwa,ter;:Pi'dgLaipi§.~id,ance' MahLial:fqrJhe' Puget S.ound· .B~shi.,:
.' '.,;d~te~J~IY'I~~2~h'th. is: '. :',' ".;~;;~~~!~;::' .' ;:?;;. . : ,:::},'."~':"??~ '. . ,,: ;:. " ,::.-. , ," s '.,:
Limit peak rate Qf runoff to 50% of the eXisting' condition 2-year; , 4-ho,ur design stprm wliife:.~aintaining tfle existing
'" ,~on.dition peak rat~. for the 1 O-:year.and: 1 OQ~year, 24-hou'r qesig·n,.~torms. . '. :',.':. "
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. The, ,existing pond iNiII,need to, be, modified ~q 'provide the required Yfater quality vC?lume for-the 1:16ney Creek Ridge'. ,
.•.. ' (Jja~~d ;oil jh~199~. King Co·unt. §irrfC!c;e~,~ater Design M<;lnu~l) '~Q~' Honey Cree~:' East; (b,i3sed, on the 1998 . King :' ... :.
: ,G.g!]titySiirf,ace·Water De!:jigji· 'Man.u~I):;·Note: AQydesign:Ch~hges .• W,theexistihg;p6bdWillJeq·uire geotechnical' .
: -'~r'I~lysil): ~i:id r;eview/ .' "';: .. ':. ,<'j',.'. :.; .<.~; ..' ..,/ / .. ',; : " ) ,,>;~~ ';Th~~pplic~'ht ~~~II. paya' patksMiti~~ii~ri~':~~,ebased,b~\$53P:.7~':;p~re~c~ ri~w~ingle/f~rriily.lot.Based: .on the~' '\.,
pr()posal for4~new (esidehtiarlotsth~'fee·i~ ¢stimated at $?2;822:68.:, '.' ...... '. :.' c::' . ". ,,,
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, ... ;, D~SqRIF,>TIONOFPROP¢SAq , . .'. ,Ap~plican:t,is·. r~questi~g~!l~itonrn,~rit~I.-JSERA), R~v.i!=lw~nd· 'preJ!ij1ir)ciry:
" '.,', .. : . Plafappfqvalfbr theslJbdiyisibri'of anexistirig 350;658 sqllc;tre..foot(8.Q5:acre)',site;located 'withirithe .R~sidel1tial~
;'.:, '8',(R~8} dwellingunilper:acre zoning designation ·into· 4310t5.. The.proposed'lots';range'iii size from 4,66cJ;~quare"" .
. ,. '.' .:"fee.do:.1'4,46,3 sq!;lc;tre fe~ti,~·.ar~a~: Access '.to,th~;proposedlot5 wO~lcj·H~,:,ptpVi~e.~ )'iaoff ¥ NE23rq,?tf.~,~tlNW;' . ". :
, ;:?4tlJ',$treet between Queen :Av.enue NE al1d .Shelton AvenueNE ~n~:J,;,t~e. ~ptqppsed'NE .24th Coun;:which ";i' " .
..... ,: · .. ,tenninates· in a cul~de,"sac:turn'arpu'riq 'on the eastern:pol-ticin, 6fthe~subJe.cfsite; . .N()'seHs,tive.ar:eas.·are;m~pped,,' .... :'"
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' ..• :LqCATIO,NOFPROPOSAL: NO~h,and~outhsides cifNE23id,Siri~~~'~:24thstreetbetWeeh:~helf~n,' .: .... :: '
•• <',., ,-,. ':~. :Avenue~E'ar"ld;QlH~en·:Averiu~:NE·.::~· '. , .' ,. ..... : ,.
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ERG'Advis0f}i, No.t~~f , '.~:
CITY OF RENTON
DETERMINATION OF NON·SIGNIFICANCE
(MITIGATED)
APPLICATION NO(S): LUA05-144, PP, ECF
APPLICANT: Wayne Jones, Lakeridge Development, Inc.
PROJECT NAME: Honey Creek East Preliminary Plat
DESCRIPTION OF PROPOSAL: Applicant is requesting Environmental (SEPA) Review and Preliminary
Plat approval for the subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-
8 (R-8) dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square
feet to 14,463 square feet in area. Access to the proposed lots would be provided via off of NE 23rd StreeUNE
24th Street between Queen Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, which
terminates in a cul-de-sac turnaround on the eastern portion of the subject site. No sensitive areas are mapped
on the subject site.
LOCATION OF PROPOSAL:
LEAD AGENCY:
North and south sides of NE 23rd StreeUNE 24th Street between Shelton
Avenue NE and Queen Avenue NE
The City of Renton
Department of Planning/Building/Public Works
Development Planning Section
The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse
impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c).
Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of
Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified
during the environmental review process.
Appeals of the environmental determination must be filed in writing on or before 5:00 PM on June 19, 2006.
Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton,
1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code
Section 4-8-110.B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's
Office, (425) 430-6510.
PUBLICATION DATE:
DATE OF DECISION:
SIGNATURES:
Gregg Zimmerman, Administrator
Planning/Building/Public Works
Terry Higashiyama, Administrator
Community Services
June 5, 2006
May 30,2006
<;EJ ~OJOb
Date Alex Pietsc, Administrator If:; 20 01& Date )
EDNSP
To:
From:
Gregg Zimmerman, Planning/Building/Public Works Administrator
Terry Higashiyama, Community Services Administrator
Larry Rude, Interim Fire Chief
Alex Pietsch, EDNSP Administrator
Jennifer Henning, Development Planning
~~~~~~~~
Honey Creek East Preliminary Plat (Ding)
LUA05-144, PP, ECF
Applicant is requesting Environmental (SEPA) Review and Preliminary Plat approval for the subdivision of an
< existing 350,658 square foot (8.05 acre) site located within the Residentlal-8 (R-8) dwelling unit per acre zoning
designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in area.
Access to the proposed lots would be provided via off of NE 23rd StreetlNE 24th Street between Queen Avenue NE
and Shelton Avenue NE and the proposed NE 24th Court, which terminates in a cul-de-sac turnaround on the eastern
portion of the subject site. No sensitive areas are mapped on the subject site.
cc: K. Keolker, Mayor
J. Covington, Chief Administrative Officer
B. Wolters, EDNSP Director ®
J. Gray, Fire Prevention
N. Watts, P/B/PW Development Services Director ®
F. Kaufman, Hearing Examiner
S. Engler, Fire Prevention ®
J. Medzegian, Council
P. Hahn, P/B/PW Transportation Systems Director
R. Lind, Economic Development
L. Warren, City Attorney ®
City of Renton STAFF
REPORT Department of Planning / Building / Public Works
ENVIRONMENTAL REVIEW COMMITTEE
A. BACKGROUND
ERC MEETING DATE
Project Name:
Applicant/Owner:
File Number:
Project Manager:
Project Description:
Project Location:
Exist. Bldg. Area gsf:
Site Area:
RECOMMENDA TION:
May 30,2006
Honey Creek East Preliminary Plat
Wayne Jones, Lakeridge Development, Inc.
LUA-05-144, ECF, PP
Jill K. Ding, Associate Planner
Applicant is requesting Environmental (SEPA) Review and Preliminary Plat
approval for the subdivision of an existing 350,658 square foot (8.05 acre)
site located within the Residential-8 (R-8) dwelling unit per acre zoning
designation into 43 lots. The proposed lots range in size from 4,660 square
feet to 14,463 square feet in area. Access to the proposed lots would be
provided via off of NE 23rd StreetlNE 24th Street between Queen Avenue NE
and Shelton Avenue NE and the proposed NE 24th Court, which terminates in
a cul-de-sac turnaround on the eastern portion of the subject site. No
sensitive areas are mapped on the subject site. (Project Description
continued on next page).
North and south sides of NE 23rd StreetlNE 24th Street between Shelton
Avenue NE and Queen Avenue NE (parcel nos. 042305-9229, 042305-9228,
042305-9004 )
N/A
350,631 sf (8.0-acres)
Proposed New Bldg. Area:
Total Building Area gs(:
N/A
N/A
Staff recommends that the Environmental Review Committee issue a
Determination of Non-Significance -Mitigated (DNS-M).
ercrpChoneycreekeast.doc
City of Renton PIBIPW Department Em 'mental Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR. _AT LUA05-144, ECF, PP
REPORT OF MA Y 3D, 2006 Page 20f7
A. PROJECT DESCRIPTION (CONT.)
The subject site is currently vacant and is proposed to be developed with detached single family residences.
Existing development within the vicinity of the site includes predominantly detached single family housing
located within the Residential - 8 dwelling units per acre (R-8) zone.
The applicant is proposing to subdivide the subject site into 43 single family residential lots ranging in size
from 4,660 square feet to 14,463 square feet with a resulting net density of approximately 6.03 dwelling
units per acre (8.0 gross acre site -0.922-acres combined private access easements, and public roadways = 7.13 net acre 43 units /7.13 net acre = 6.03 dulac). Landscape, roadway, and utility improvements would
be established with the plat.
Project construction would require grading and excavation activities throughout the site for the installation of
new building pads, roadways, and utilities. Preliminary earthwork quantities are estimated at approximately
10,250 cubic yards (10,000 cubic yards of fill and 250 cubic yards of excavation some of which would be
used elsewhere onsite). A total of 93 trees are located on the subject site (41 evergreen and 52
deciduous).
B. RECOMMENDATION
Based on analysis of probable impacts from the proposal, staff recommends that the Responsible
Officials make the following Environmental Determination:
DETERMINATION OF
NON-SIGNIFICANCE
Issue DNS with 14 day Appeal Period.
Issue DNS with 15 day Comment
Period with Concurrent 14 day Appeal
Period.
C. MITIGATION MEASURES
DETERMINA TION OF
XX NON -SIGNIFICANCE -MITIGA TED.
XX Issue DNS-M with 14 day Appeal
Period.
Issue DNS-M with 15 day Comment
Period with Concurrent 14 day Appeal
Period.
1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan
(TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control
Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a
Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be subject
to the review and approval of the Development Services Division.
2. The project shall be required to modify the existing Honey Creek Ridge stormwater detention pond to
provide the necessary volumes and orifice sizes to meet the 1992 Ecology Manual Streambank Erosion
Control Standard for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section 1-2.9 (page A-10), Volume I of Stormwater
Program Guidance Manual for the Puget Sound Basin dated July 1992 which is:
Limit peak rate of runoff to 50% of the existing condition 2-year, 24-hour design storm while maintaining
the existing condition peak rate for the 1 O-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey
Creek Ridge (based on the 1990 King Count Surface Water Design Manual) and Honey Creek East
(based on the 1998 King County Surface Water Design Manual). Note: Any design changes to the
existing pond will require geotechnical analysis and review.
3. The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family lot. Based
on the proposal for 43 new residential lots the fee is estimated at $22,822.68.
ercrpt_honeycreekeast.doc
City of Renton PIB/PW Department Em 'mental Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR. _AT LUA05-144, ECF, PP
REPORT OF MA Y 3D, 2006 Page 30f7
4. The proposed project shall be required to pay a traffic mitigation fee in the amount of $75 per net new
average daily trip prior to the recording of the final plat. Based on the proposal to create 43 lots, the
payment of $30,863.25 would be required.
5. Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single family
lot. The fee is estimated at $20,984 based on the proposal for 43 lots.
D. ENVIRONMENTAL IMPACTS
In compliance with RCW 43.21 C. 240, the following project environmental review addresses only
those project impacts that are not adequately addressed under existing development standards
and environmental regulations.
1. Earth I Environmental Health
The topography of the, subject site is generally flat. The northeastern portion of the site gradually slopes
from east to west at an approximate 2 percent grade. The southwestern portion of the site gradually slopes
from the northwest to southeast.
According to the USDA Soil Conservation Service, Soil Survey King County, the majority of the site is
underlain by the Alderwood Series (AgC). The Alderwood Series is made up of moderately well drained
soils that have a weakly consolidated to strongly consolidated substratum at a depth of 24 to 40 inches. In
addition the southern portion of the site is underlain with Arents (AmC). Arents have similar features as the
Alderwood Series.
The applicant's SEPA checklist indicates that preliminary earthwork activities are estimated at 10,250 cubic
yards. It is anticipated that 10,000 cubic yards of fill would be placed within the northwest and southwest
portions of the site to create suitable building pads. In addition it is estimated that approximately 250 cubic
yards of material would be excavated during the construction of the residences, some of that material may
be used elsewhere on the site, and the remainder would be exported.
Due to the potential for erosion to occur from the subject site, staff recommends a mitigation measure that
requires the applicant to comply with the Department of Ecology's Erosion and Sediment Control
Requirements as outlined in Volume II of the Stormwater Management Manual.
Mitigation Measures:
1. The applicant shall be required to provide a Temporary Erosion and Sedimentation Control Plan
(TESCP) designed pursuant to the Department of Ecology's Erosion and Sediment Control
Requirements outlined in Volume II of the Stormwater Management Manual and provide staff with a
Construction Mitigation Plan prior to issuance of Construction Permits. This condition shall be
subject to the review and approval of the Development Services Division.
Nexus: SEPA Environmental Regulations
2. Water -Stormwater
A Preliminary Technical Information Report prepared by Casey Engineering dated November 2005 was
submitted with the application materials. According to the report existing stormwater runoff flows into an
existing stormwater system that was constructed as a part of the Honey Creek Ridge Plat. The stormwater
detention system that was constructed as a part of the Honey Creek Ridge Plat was sized to handle the
additional surface water generated from the construction of the Honey Creek East Preliminary Plat.
The proposed method of drainage control as indicated by the storm drainage report would be collected in
catch basins and conveyed to the existing combined water quality/detention facility within Tract B of the
recorded Honey Creek Ridge Division No. 1 Plat.
The City has reviewed the submitted drainage report. The construction of the surface water facilities for
the Honey Creek Ridge Development were constructed in compliance with the 1990 King County Surface
Water Design Manual. Staff is recommending a mitigation measure that would require the project to
ercrpt_honeycreekeast.doc
City of Renton PIBIPW Department Em 'mental Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR. -A T LUA05-144, ECF, PP
REPORT OF MA Y 30, 2006 Page 4 of7
modify the existing Honey Creek Ridge stormwater detention pond to provide the necessary volumes and
orifice sizes to meet the 1992 Ecology Manual Streambank Erosion Control Standard for both Honey Creek
Ridge and Honey Creek East. The standard falls under Minimum Requirement #5 and can be found in
Section 1-2.9 (page A-10), Volume I of Stormwater Program Guidance Manual for the Puget Sound Basin
dated July 1992 which is:
Limit peak rate of runoff to 50% of the eXisting condition 2-year, 24-hour design storm while maintaining the
existing condition peak rate for the 1 O-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey
Creek Ridge (based on the 1990 King Count Surface Water Design Manual) and Honey Creek East (based
on the 1998 King County Surface Water Design Manual). Note: Any design changes to the existing pond
will require geotechnical analysis and review.
Mitigation: The project shall be required to modify the existing Honey Creek Ridge stormwater detention
pond to provide the necessary volumes and orifice sizes to meet the 1992 Ecology Manual Streambank
Erosion Control Standard for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section 1-2.9 (page A-10), Volume I of Stormwater Program
Guidance Manual for the Puget Sound Basin dated July 1992 which is:
Limit peak rate of runoff to 50% of the eXisting condition 2-year, 24-hour design storm while maintaining the
existing condition peak rate for the 1 O-year and 100-year, 24-hour design storms.
The existing pond will need to be modified to provide the required water quality volume for the Honey
Creek Ridge (based on the 1990 King Count Surface Water Design Manual) and Honey Creek East (based
on the 1998 King County Surface Water Design Manual). Note: Any design changes to the existing pond
will require geotechnical analysis and review.
Nexus: SEPA Environmental Regulations
3. Plants
The site is currently vegetated with grass, shrubs, and a total of 93 trees (41 evergreen and 52
deciduous). The majority of the existing vegetation would be removed for the construction of the new
residences, roadway and utilities. A total of 14 trees or 15% are proposed to be retained. In addition a
total of 94 trees are proposed to be planted within the front yard areas of the individual lots and along
the proposed and existing rights-of-way.
Mitigation: No further mitigation is recommended
Nexus: SEPA Environmental Regulations
4. Recreation
The proposal does not provide some on-site recreation areas for future residents of the proposed plat and
there are no recreational facilities within the immediate vicinity of the project. It is anticipated that the
proposed development would generate future demand on existing City parks and recreational facilities and
programs. Therefore, staff recommends a mitigation measure requiring that the applicant pay a Parks
Mitigation Fee based on $530.76 per each new single-family lot. The fee is estimated at $22,822.68 (43
lots x $530.76 = $22,822.68) and is payable prior to the recording of the final plat.
Mitigation: The applicant shall pay a Parks Mitigation Fee based on $530.76 per each new single family
lot. Based on the proposal for 43 new residential lots the fee is estimated at $22,822.68.
Nexus: SEPA Environmental Regulations
5. Transportation
Access to the proposed lots would be provided via off of NE 23rd Street/NE 24th Street between Queen
Avenue NE and Shelton Avenue NE and the proposed NE 24th Court, which terminates in a cul-de-sac
ercrpt_honeycreekeast.doc
City of Renton PIB/PW Department Em 'mental Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR. _A T LUA05-144, ECF, PP
REPORT OF MA Y 3D, 2006 Page 50'7
turnaround on the eastern portion of the subject site. The City's street standards require that residential
access roads have a right-of-way width of 42 feet with 32 feet of paving, sidewalks, curb and gutter, and
street lighting.
A Traffic Impact Analysis (TIA) prepared by ON Traffic Consultants dated July 27,2005 was submitted with
the project application. It is anticipated that the proposed project would result in impacts to the City's street
system. To mitigate for the increased number of trips resulting from the proposed plat, staff recommends a
mitigation measure requiring the payment of a Traffic Mitigation Fee in the amount of $75 per net new
average daily trip prior to the recording of the final plat. Based on the proposal for 43 lots, the payment of
$30,863.25 (43 lots x 9.57 trips x $75 = $30,863.25) would be required.
Mitigation: The proposed project shall be required to pay a traffic mitigation fee in the amount of $75 per
net new average daily trip prior to the recording of the final plat. Based on the proposal to create 43 lots,
the payment of $30,863.25 would be required.
Nexus: SEPA Environmental Regulations
6. Emergency Services
The proposal will add new residential units to the City that will potentially impact the City's Police and Fire
Emergency Services. Staff recommends a mitigation measure requiring the applicant to pay a Fire
Mitigation Fee, based on $488.00 per new single family lot. The fee is estimated at $20,984 (43 lots x
$488.00 = $20,984).
Mitigation: Staff recommends that the applicant pay a Fire Mitigation Fee based on $488.00 per new single
family lot. The fee is estimated at $20,984 based on the proposal for 43 lots.
Nexus: SEPA Environmental Regulations
E. COMMENTS OF REVIEWING DEPARTMENTS
The proposal has been circulated to City Departmental/Divisional Reviewers for their review.
Where applicable, these comments have been incorporated into the text of this report as Mitigation
Measures and/or Advisory Notes to Applicant.
-X-Copies of all Review Comments are contained in the Official File.
__ Copies of all Review Comments are attached to this report.
Environmental Determination Appeal Process Appeals of the environmental determination must be
filed in writing on or before 5:00 p.m. June 19, 2006. Appeals must be filed in writing together with the
required $75.00 application fee to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,
WA 98055. Appeals to the Examiner are governed by the City of Renton Municipal Code Section 4-8-
110.B. Additional information regarding the appeal process may be obtained from the Renton City
Clerk's Office at (425) 430-6510.
ercrpt_honeycreekeast.doc
City of Renton PIBIPW Department Em menta/ Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR} _ .. AT LUA05-144, ECF, PP
REPORT OF MA Y 3D, 2006 Page 60f7
Advisory Notes to Applicant:
The following notes are supplemental information provided in conjunction with the environmental
determination. Because these notes are provided as information only, they are not subject to the
appeal process for environmental determinations.
Planning
1. RMC section 4-4-030.C.2 limits haul hours between 8:30 am to 3:30 pm, Monday through Friday unless
otherwise approved by the Development Services Division.
2. Commercial, multi-family, new single family and other nonresidential construction activities shall be
restricted to the hours between seven o'clock (7:00) a.m. and eight o'clock (8:00) p.m., Monday through
Friday. Work on Saturdays shall be restricted to the hours between nine o'clock (9:00) a.m. and eight
o'clock (8:00) p.m. No work shall be permitted on Sundays.
3. Within thirty (30) days of completion of grading work, the applicant shall hydroseed or plant an
appropriate ground cover over any portion of the site that is graded or cleared of vegetation and where
no further construction work will occur within ninety (90) days. Alternative measures such as mulch,
sodding, or plastic covering as specified in the current King County Surface Water Management Design
Manual as adopted by the City of Renton may be proposed between the dates of November 1 st and
March 31 st of each year. The Development Services Division's approval of this work is required prior to
final inspection and approval of the permit.
4. Two ornamental trees, a minimum caliper of 1-1/2 inches (deciduous) or 6 - 8 feet in height (conifer),
shall be planted or retained within the 15-foot front yard setback area for the proposed lots.
5. The minimum amount of landscaping required for sites abutting a non-arterial public street is 5 feet
provided that if there is additional undeveloped right-of-way in excess of 5 feet, this shall also be
landscaped. A determination has been made that if no additional area is available within the public
right-of-way due to required improvements, the 5-foot landscaped strip may be located within private
property abutting the public right-of-way. The landscaping proposed shall either consist of drought
resistant vegetation or shall be irrigated appropriately.
6. A detailed landscape plan complying with the requirements set forth under RMC 4-8-120D shall be
submitted at the time of Final Plan review for review and approval by the Development Services Division
Project Manager.
Fire
1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single-family structures. If
the building square footage exceeds 3,600 square feet in area (including garage area), the minimum
fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structures.
2. Street address must be visible from a public street.
3. Existing and new hydrants will be required to be retrofitted with a Storz "quick disconnect" fitting.
Plan Review -Surface Water
1. Surface Water System Development Charge is $759 per new dwelling unit. This fee is due with the
construction permit.
Plan Review -Water
1. In accordance with the Fire Department requirement (prior to recording the subdivision), at a minimum,
one hydrant within 300 feet of any proposed single-family structure is required. Additional fire flow and
hydrants are required if the total square footage of the new single-family structures are greater than
3600 square feet.
2. The owner/developer must obtain an easement from the Renton School District for the water line
extension across the District property.
3. The Water System Development Charge is $1,956.00 per new single family residence
Plan Review -Sanitary Sewer
1. These parcels are within the Honey Creek Special Assessment District. Fees associated with the district
are $250 for each new unit.
2. The Sewer S stem Develo
ercrpt_honeycreekeast.doc
City of Renton PIBIPW Department Em 'mental Review Committee Staff Report
HONEY CREEK EAST PRELIMINAR~ .. AT LUA05-144, ECF, PP
REPORT OF MA Y 3D, 2006 Page 7 of 7
the construction permit.
3. Prior to recording the plat, any existing septic systems must be abandoned in accordance with the King
County Department of Health regulations.
Plan Review -Transportation
1. All new electrical, phone and cable services must be underground. Construction of these franchise
utilities must be inspected and approved by a City of Renton public works inspector prior to recording of
the short plat.
2. Per City of Renton code required to install curb, gutter, street lights and sidewalks, along the frontage of
the parcels being developed. This includes Queen Ave NE.
Plan Review -General
1. All plans shall conform to the Renton Drafting Standards.
Property Services
1. See attached.
ercrpt_honeycreekeast.doc
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GENERAL NOTES &: PLAN SHEET CALL-OUTS'
GOIERAL NOlES:
1. THE EXlSlING 'TREES AS SHOWN ON THIS PlAN SHEET ARE PER FJELD SUFM:Y PERF'ORWED BY T.C.A.. INC. 1993:t. 1R£ES lliAT Yt9E
LOCAlED I\1lHlN lHE EXlSlING ROW AND 40'* FROM THE EDGE OF
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CONSlRUCllON OF NE24lH STINE 2JRO PL
2. THE EXIS11NG UNIlERSTORY CONS1SlS OF THE Fa.LOWING PREDOIIlNAHT VEGETAnON:
-NAl1VE AND NON-NAll~. GRASSES
-SAll.AI.. NA l1VE FERNS
-NON-NAnVE III.AC1<BERRIES
PlAN SHEET CAU.-QUll;,
o 8.5.B.L -TYP BASED UPON aN coot
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o PERIl.tE1ER 'TREES -10 BE SA\'EO
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01:ICW 10 BE REMO\'tD
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GRAPHIC SCALE
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ICING COUNTY
RlfNTON SC1100L Dm'RlCT #403
SlIIRlU 1lE1Gll'l'S BC.BJmN7'ARY SCIIOOL
RllN'l'<IN CORP01U.2'B BOIINlIARY
HONEY CREEK EAST -SITE
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iAidDmlGE .DEVELOPllENT ·p.o.·Box 148. RENTtN. WA. II1Q57 ."J -'''' (2015) 22IS-17SO .
H(iljIiY CREEK EAST
NEIGHBORHOOD DETAIL MAP
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CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMO'RANDUM
DATE:
TO:
FROM:
SUBJECT:
February 3, 2006
Jill Ding
Sonja 1. Fes8er~
, Honey Creek East, LUA-OS-l44, PP
Fonnat and Legal Description Review
Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the
following comments:
Comments for the Applicant:
See the attachment for spelling errors.
Information needed for final short plat approval includes the following:
Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and
LND-10-0442, respectively, on the drawing sheets. The type size used for the land record
number should be smaller than that used for the land use action number. Please note that the land
use action number for the [mal plat will be different from the preliminary plat number and is
unknown as of this date.
Note two ties to the City of Renton Survey Control Network. Th,e geometry will be checked by
the city when the ties are provided.
Provide plat and lot closure calculations.
Note the date the existing monuments were visited, per WAC 332-130-150, and what was found.
Complete City of Renton Monument Cards, with reference points of all new right-of-way
monuments set as part of the plat.
\H:\File Sys\LNO -Land Subdivision & Surveying Records\LND-IO -Plats\0442\RV06OI30.doc
. ,~.'
February 3, 2006
Page 2
o
Required City of Renton signatures (on the fmal plat submittal) include the Administrator of
PlanninglBuildinglPublic Works, the Mayor and the City Clerk. An approval block for the city's
Finance Director is also required.
Appropriate King County approval blocks need to be noted on the plat drawing.
All vested owners of the plat property need to sign the final plat document. Include notary blocks
as needed.
Include a dedication/certification block on the plat drawing.
Indicate what has been, or is to be, set at the comers of the proposed lots.
On the final submittal, remove all references to utility facilities, topog lines and other items not
directly impacting the subdivision.
Remove all references to building setback lines. Setbacks will be determined at the time of
issuance of building permits.
Note encroachments, if any.
Note all easements, agreements and covenants of record on the drawing.
Note discrepancies between bearings and distances of record and those measured or calculated, if
any.
The city will provide addresses for the proposed lots after the preliminary plat is approved. The
addresses (and street names) will need to be noted on the plat document.
Remove all references to zoning and density information from the final plat drawing.
Remove the "ENGINEER", "SURVEYOR" AND "OWNER(S)" blocks.
If there is a Restrictive Covenants, Conditions & Restrictions document for this plat, then
reference the same on the plat drawing and provide a space for the recording number thereof.
Note that if there are restrictive covenants, easements or agreements to others (neighboring
property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat.
The plat drawings and the associated document(s) are to be given to the Project Manager as a
package. The plat document will be recorded first (with King County). The recording number(s)
for the associated document(s) (said documents recorded concurrently with, but following the
plat) need to be referenced on the plat drawings.
The new 20' private access/utilities easement is for the benefit of future owners of Lot 16. Since
the new lots created via this plat are under common ownership at the time of plat recording, there
can be no new easements created until ownership of the lots is conveyed to others, together
withlor subject to specific easement rights.
H:\File Sys\LND -Land Subdivision & Surveying Records\LND-lO -Plats\0442\RV060130.doc\cor
February 3, 2006
Page 3
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Add the following Declaration of Covenant language on the face of the subject plat drawing, if
the previous paragraph applies:
DECLARATION OF COVENANT:
The owners of the land embraced within this plat, in returnfor the benefit to accrue
from this subdivision, by signing hereon covenant and agree to convey the beneficial
interest in the new easement shown on this plat to any and all future purchasers of
the lots, or of any subdivisions thereof This covenant shall run with the land as
shown on this plat.
The new private ingress, egress and utilities easement requires a "NEW PRN ATE EASEMENT
FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" statement noted on
the plat drawing. See the attachment.
Fee Review Comments:
The Fee Review Sheet for the preliminary plat review is provided for your use and information.
H:\FiJe Sys\LND -Larid Subdivision & Surveying Records\LND-1O -PJats\0442\RV060130.doc\cor
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NOTES:
1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON. INC. PLAT CERTIFICATE ORDER NO. 490625. DATED
SEPTEMBER 5. 2002 AND SUPPLEPLEMTAL REPORTS #1. #2. #3. AND #4 THEREOF DATED MARCH 24. 2003.
. APRIL 8. 2005, JULY 7. 2005. AND OCTOBER 31, 2005 WERE RELIED UPON FOR THE DISCLOSURE OF THE
VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY PLAT WHICH ACCORDING TO SAID
PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING AND OTHER SPECIAL EXCEPTIONS.
A. TERMS AND CONDITIONS OF PUGET SOUND POWER & LIGHT COMPANY EASEMENT RECQRDED UNDER
RECORDING NUMBER 2515267.
B. TERMS AND CONDITIONS OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT
RECORDED UNDER -RECORDING NUMBER 9711120787.
C. CHARGES AND FEES FOR SEWER SERVICE CONNECTION AS DISCLOSED· BY CITY OF RENTON ORDINANCE
No. 4025 RECORDED UNDER RECORDING NUMBER 8612031455.
D. ASSESSMENT DISTRICT AND CHARGES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF
RENTON ORDINANCE No. 4482 RECORDED UNDER RECORDING NUMBER 9412020474.
E. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS CONTAINED IN DEED
RECORDED UNDER RECORDING NUMBER 20031114000579.
F. El.EClRlC lR~MISs\~SlRIBUnON LINE EASEM. ENT REeo OED UNDER RECORD . .lNG. No. 9501130275.
SAID EASEMENT I DESCRIVED S CONSTRUCTED OR TO BE ONSTRUCE NO NOT GRAPHICAL-l Y DEPICTED
HEREON.
G. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE ~ 5138, RECORDED UNDER RECORDING
NUMBER 20050627000165.
NO WARRANTY IS HEREBY MADE. EXPRESS OR IMPLIED. AS TO THE ACCURACY AND JOR COM.PLETNESS OF
SAID PLAT CERTIFICATE.
2. THE TOPOGRAPHY SHOWN HEREON IS PER TH~ APPROVED "HONEY CREEK OFF-SITE" ENGINEERING
PLAN SET. KING COUNTY REFERENCE· NUMBER P#2246, AND THE CITY OF RENTON AS-BUILT PLAN
SHEET #R-2160. . ,
INC.
=
~
REV. NO. I DA 1E
PROJECT
·1 ...
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Title for both oUhe (allowing paragraphs:
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
Use the following paragraph if there are two or more lots participating in the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND
UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSffiILITY FOR
MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSffiILITIES INCLUDE
THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD,
DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION
FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER
INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER
UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY.
PARK1NG ON THE PAVING IN THE ACCESS EASEMENT IS PROHmITED,
UNLESS PA VEMENT WIDTH IS GREATER THAN 20 FEET.
Use the following paragraph if there is one lot subject to the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND
RESPONSffiILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE
RESPONSffiILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHmITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
PROPERTY SW--':,JS FEE REVIEW FOR SUBDIVISIO~T {JOO6 ---"IO~' __
APPUCANT: ..JoblE6. WA'l\-'F;&.'peSRA, I AlGEatrx:;e:~ INc . RECEIVEDFROM ___ ---:-:--:---:--_
(date) . I..jb"
JOB ADDRESS: ~E e.aso =l3~W.JU:.ld, ~ U:::EU.Alle: WOH 776' I
NATURE OF WORK:43:Lnr ~ aU;;(;B&;;~i;u;;ri LND H---!I~Q~-:...!oOJ.<4~4"-4Z::..._ ____ _
)( PRELIMINARY REVIEW oFSiJBl)io BY LONG PLAT, NEED MORE INFORMATION: -LEGAL DESCRIPTION
SHORT PLAT, BINDING SITE PLAN, ETC, PID D's VICINITY MAP
-FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES SQUARE FOOTAGE -OTHER
PRELIMINARY FEE REVIEW DATED -FRONT FOOTAGE
SUBJECT PROPERTY PARENT PID# 04aMFr92e9 X NEW KING CO. TAX ACCf.#(s) are required when
-qez&,' assigned by King County.
It is the intent of this development fee analysis to put the develope;/~ notice, that the fees quoted below'may be applicable to the subject site upon
development of the property. All quoted fees are potential charges that may be due and payable at the time the construction penrut is issued to instaI1 the on-site and
off-site improvements (i.e. underground utilities, street improvements, elC.) Triggering mechanisms for the SOC fees Will be based on current City ordinances and
determined by the applicable Utility Section.
Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building PenrutiConstruction Permit
application.
The existing house on SP Lot # , addressed as has not previously paid
____ SDC fees, due to connection to City utilities prior to existance of SDe fee Ord, SP LotH will be
subject to future SDe fees if triggering mech8lifsJns are touthed within current City OrditUmces.
We understand that this subdivision is in the preliminary stage ,and that we will have the opportunity to review it again before recordation.
'>b~) JJ.r • \..l~Jc ) OljlS/o<;p
SignaLC; of ReJewmg AuthOrIty DArn
.. *If subject property is within an LID, it is developers responsibility to theckwith the Finance Dept. forpaidlun-paid status.
Square footage figures are taken from the King County Assessor's map and are subject to change.
l
'Ij ! ID C
Current City SDC fee charges apply to _______________ -'-__ :1 0
EFFECTIVE January 8, 2006 ,
I\,)
0 0 0\
"
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• •
PLANNING/BUILDING/
PUBLIC WORKS DEPARTMENT
MEMORANDUM
DATE: May 26, 2006
Jill Ding TO:
FROM: Mike Dotson ~~
SUBJECT: Honey Creek East Preliminary Plat, LUA05-144, PP, ECF
The following Utility and Transportation comments concern the Environmental and
Development Application review for the subject project.
EXISTING CONDITIONS
WATER -The site is within the City of Renton water service area. There is an 8-inch
watermain within the existing roadway. The project site is located in the 565-
water pressure zone. The site is outside the Aquifer Protection Area. Fire
Flow available to the site is approximately 2,000 gpm. Static water pressure is
approximately 52psi.
SEWER -There is an 8-inch sewer main adjacent and available to serve the site.
STORM -There exist 12-inch storm drainage pipelines within the existing roadway.
STREET -There is currently a paved and improved public right-of-way through a portion
of this site.
CODE REQUIREMENTS
WATER
1. In accordance with the Fire Department requirement (prior to recording the
subdivision), at a minimum, one hydrant within 300 feet of any proposed single-
family structure is required. Additional fire flow and hydrants are required if the
total square footage of the new single-family structures are greater than 3600
square feet.
2. The owner/developer must obtain an easement from the Renton School District
for the water line extension across the District property.
3. The Water System Development Charge is $1,956.00 per new single family
residence
SANIT ARY SEWER
1. These parcels are within the Honey Creek Special Assessment District. Fees
associated with the district are $250 for each new unit.
H:\Division.s\Deveiop.ser\Dev&pian.ing\PROJECTS\05-i44.Jill\Honey Creek East GF.doc
• Page 2 of2
2. The Sewer System Development Charge is $1,017 per new single-family
residence. This fee is due with the construction permit.
3. Prior to recording the plat, any existing septic systems must be abandoned in
accordance with the King County Department of Health regulations.
4. Sewer main must be extended along the full frontage of the parcel being
developed. This includes lots 34 and 35 along Queen Ave NE. This line was not
shown on the proposed utility plan submitted with the application.
SURFACE WATER
1. Surface Water System Development Charge is $759 per new dwelling unit. This
fee is due with the construction permit.
2. Drainage requirements must meet the current King County Surface Water Design
Manual or one of the three options listed on the attached Exhibit' A. '
TRANSPORTATION
1. The traffic mitigation fee of $75 per additional generated trip shall be assessed per
additional single family home at a rate of9.57 trips (43 x 9.57 trips x $75/trip =
$30,863.25). This fee is payable at time of recording the plat.
2. All new electrical, phone and cable services must be underground. Construction
ofthese franchise utilities must be inspected and approved by a City of Renton
public works inspector prior to recording of the short plat.
3. Per City of Renton code required to install curb, gutter, street lights and
sidewalks, along the frontage of the parcels being developed. This includes
Queen Ave NE.
CONDITIONS
1. Drainage and surface water design shall comply with the King County surface
water drainage manual or options on attached Exhibit' A. '
2. Temporary Erosion Control shall be installed and maintained in accordance with
the Department of Ecology Standards and staff review.
3. A Traffic Mitigation Fee of$75.00 per additional Average Daily Trip shall be
assessed. The total for 43 new single-family lots is $30,863.25.
H:\Division.s\Deveiop.ser\Dev&pian. ing\PROJECTS\05-144.Jil1\Honey Creek East GF.doc
Exhibit 'A'
C~) Honey Creek East Development Pre-AppDrainage Requirements
O· ~'
Background: Honey Creek East Project would like to utilize the detentionlWQ facilities
constructed for the Honey Creek Ridge Development. These facilities were oversized to
accommodate the future development of Honey Creek East based on the requirements of the 1990
KCS}VDM. At the time of the design and construction of the Honey Creek Development
(1991?), the 1990 KCSWDM drainage standards were in effect; however, the City now requires
that all development within the Honey Creek Basin meet the 1998 KCSWDM standards. To meet
this standard for flow control and water quality treatment as it applies to the Honey Creek East
Development, the applicant has the following options:
1. Design a separate on-site system (DetentionIW ater Quality) to serve only the Honey
Creek East Development per the 1998 KCSWDM Level 2 flow control standard.
2.
3.
Design a separate on-site detention (flow control) only facility to serve the Honey
Creek East Development per the 1998 KCSWD standards for Level 2 flow control
and modify tne existing Honey Creek Ridge wetpond to satisfy water quality
treatment volume requirements per 1998 KCSWDM for the Honey Creek East
Development and use the 1990 KCSWDM volume requirements for the Honey Creek
Ridge Development. If the necessary, the existing Honey Creek Ridge water quality
facility could be modified to achieve the necessary water qu~lity volume.
Modify the existing HoneyCreek Ridge pond to provide the necessary volumes and
orifice sizes to meet the 1992 Ecology Manual Streambank Erosion Control Standard
for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section 1-2.9 (pg A-I 0), Volume I of
Stormwater Program Guidance Manual for the Puget Sound Basin dated July 1992
which is:
Limit peak rate of runoff to 50% of the existing condition 2-yr, 24-hour design storm
while maintaining the existing condition peak rate for the 10-yr and 100-yr, 24-hour
design storms.
The existing pond will need to be modified to provide the required water quality
volume for the Honey Creek Ridge (based on the 1990 KCSWDM) and Honey Creek
East (Based on the 1998KCSWDM).
Note: Any design changes to the existing pond will require geotechnical analysis and
review.
City.nton Department of Planning / Building / p~orkS
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: 'PlaY\ Rt:.v ie J,.) COMMENTS DUE: JANUARY 20, 2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, LakeridQe Development, Inc. PROJECT MANAGER: Jill Ding
PROJECT TITLE: Honey Creek East Preliminary Plat PLAN REVIEW: Mike Dotson
He \,,'1: I v !;. IJ
SITE AREA: 8.05 acres BUILDING AREA (gross): N/A JAN ",' '0 2835
LOCATION: NE 23'd between Union Ave NE & Queen Ave NE WORK ORDER NO: 77511 01 III I'\III.I~ nl\/I~ION
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac turnaround
on the eastern portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housina
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10.000 Feet
14.000 Feet
B. POLICY-RELA TED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additio In mation is needed to properly assess this proposal.
City .nton Department of Planning / Building / P/.J, ~orks
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: SVl.~fsu../0~te.v.Ja.+~~OMMENTS DUE: JANUARY 20,2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, Lakeridge Development, Inc. PROJECT MANAGER: Jill Ding
PROJECT TITLE: Honev Creek East Preliminary Plat PLAN REVIEW: Mike Dotson
SITE AREA: 8.05 acres BUILDING AREA (gross): N/A
LOCATION: NE 23'd between Union Ave NE & Queen Ave NE I WORK ORDER NO: 77511 JANU 62006
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located withIRUtteOlNS<DM811@1(R-8).
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac turnaround
on the eastern portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public SeNices
Energy/ Historic/Cultural
Natural Resources PreseNation
Airport Environment
10.000 Feet
14.000 Feet
B. POLICY-RELA TED COMMENTS
C. CODE-RELA TED COMMENTS
--
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional in ion is needed to properly assess this proposal.
City .nton Department of Planning / Building / pu~orks
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT:1Y,n1,Sp'O .... ~i 01'\ COMMENTS DUE: JANUARY 20, 2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, Lakeridge Development, Inc. PROJECT MANAGER: Jill Ding _ £!TY O~ Ri:NION
to( ... /": r! ,-" ,. ....
PROJECT TITLE: Honey Creek East Preliminary Plat PLAN REVIEW: Mike Dotson
SITE AREA: 8.05 acres BUILDING AREA (gross): N/A JANij 5 2006
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE I WORK ORDER NO: 77511 BUILDING DIVISION
SUMMARY OF PROPOSAL: Subdivision of an eXisting 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac tumaround
on the eastem portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
LandlShoreline Use Utilities
Animals Transportation
Environmental Health Public SeN/ces
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
to,OOOFeet
14,000 Feet
B. POLiCY-RELA TED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed thi lication with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additi al info mation is needed to properly assess this proposal.
epresentative Date 'I J
•• •
LAKERIDGE DEVELOPMENT, INC.
PO BOX 146 RENTON, WA 98057 425-228-9750 425-228-7232 fax
May17,2006
City of Renton
Planning and Building
1055 South Grady Way
Renton, W A 98055
Attn. Jill Ding
Associate Planner
We would like to restart the preliminary plat process for Honey Creek East.
Our last correspondence had two issues.
Item 1 was to revise the landscape plan which is attached.
Item 2
• •
Honey Creek East Development Pre-App Drainage Requirements
Background: Honey Creek East Project would like to utilize the detentionlWQ facilities
constructed for the Honey Creek Ridge Development. These facilities were oversized to
accommodate the future development of Honey Creek East based on the requirements of the 1990
KCSWDM. At the time of the design and construction of the Honey Creek Development
(1997?), the 1990 KCSWDM drainage standards were in effect; however, the City now requires
that all development within the Honey Creek Basin meet the 1998 KCSWDM standards. To meet
this standard for flow control and water quality treatment as it applies to the Honey Creek East
Development, the applicant has the following options:
1. Design a separate on-site system (DetentionlWater Quality) to serve only the Honey
Creek East Development per the 1998 KCSWDM Level 2 flow control standard.
2. Design a separate on-site detention (flow control) only facility to serve the Honey
Creek East Development per the 1998 KCSWD standards for Level 2 flow control
and modify the existing Honey Creek Ridge wetpond to satisfy water quality
treatment volumei'~quirements per 1998 KCSWDM for the Honey Creek East
Development and u'~e the 1990 KCSWDM volume requirements for the Honey Creek
Ridge Development! If the necessary, the existing Honey Creek Ridge water quality
facility could be modified to achieve the nece~sary water quality volume.
3. Modify the existing Honey Creek Ridge pond to provide the necessary volumes and
orifice sizes to meet the 1992 Ecology Manual Stream bank Erosion Control Standard
for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section 1-2.9 (pg A-I0), Volume I of
Stormwater Program Guidance Manual for the Puget Sound Basin dated July 1992
which is:
Limit peak rate of runoff to 50% of the existing condition 2-yr, 24-hour designstorm
while maintaining the existing condition peak rate for the 10-yr and 100-yr, 24-hour
design storms.
The existing pond will need to be modified to provide the required water quality
volume for the Honey Creek Ridge (based on the 1990 KCSWDM) and Honey Creek
East (Based on the 1998 KCSWDM).
Note: Any design changes to the existing pond will require geotechnical analysis and
reVlew.
" "PLAN~iNG/BUILiJING/PUBLIC WORKS
Allen Quynn, P.E.,
Civil Engineer ,
Utility Systems Division -
Surface Water
aquynn@ci.renton.wa.us
Rehton City I-lall -5th Floor'
1055St;uthGrady Way
Renton; Washington 98055
(425) 430-7247.,
FAX# (425) 430-~ www.ci.rento~a.us
Re: Honey Creeek East pre plat •
1 of 1
SUbject: Re: Honey Creeek East pre plat
From: "Neil Watts" <Nwatts@ci.renton.wa.us>
Date: Fri, 05 May 2006 14:23:46 -0700
To: <wmwaynejonesjr@netscape.net>
CC: "Kayren Kittrick" <Kkittrick@ci.renton.wa.us>
Wayne
Yes, this is consistent with how we have committed to addressing the drainage for
this project. We will get you a letter shortly confirming that Option 3 is
acceptable, and that the project review and approval can proceed on that basis.
Neil Watts, Director
Development Services Division
: I Wayne Jones <wmwaynejonesjr@netscape.net> 05/05/06 12:50 PM »>
Neil
Attached is a request for a clarification of srorm drainage requirements
for Honey Creek East. I believe that Kayren supports our position. This
is the only issue keeping us from resubmitting the plat.
Thanks
Wayne ./
5/16/20061:04 PM
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May 19, 2006
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.\IVayneJones·>:, ., " ,
',~~kedqge Deve.lopme~t; ·inc.'
.PO~Box 146 ",' ,', , .'
,'R~~ton, WA96057"
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. ,T;hank 'you for t~~;(reviSed lahd~cape ·plan ,and. the adq.itional'drainage'ir;lformation. Your project ': ·if'· .
' .. has 'been taken off hold, and :the City 'will' continue. review ·of.-the"Honey' ,Creek' East, Preliminary, '. ,
Plat: :'.' .' . ".:' ':.::' " .: ./ ,:., .. ;, .. ' ." ' ': .... ," .. ,. , .' ~.'. .: (:"~, "~'. . .. ( '" . >
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is: tentatively scheduled to go before the Hearing ''Examiner: on June zvth ,at 9:00 am. If you have"
". ';lny questions', ,pleasecontact:me ar 425430.:7219 .. ,' , , . ,.' ,. ", . \'" ,,~, " " , .' ,~." ,.' '. , .. ."'" , ' 'I:," .' " '. ' " ' , ". ,.;.,:. ',:;<"; ti ,
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1()55"S~uth Grady Way -Renton: Washingtoll 98055
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EN V I RON M NT A L" & DE VEL 0 P MEN TAP P Lie A T ION REV lEW SHE E T
COMMENTS DUE: JANUARY 20, 2006
APPLICATION NO: LUA05-144, PP, ECF
PROJECT TITLE: Hone Creek East Prelimina Plat
SITE AREA: 8.05 acres
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetiNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac turnaround
on the eastern portion of the subject site. No sensitive areas are mapped on the subject site. :
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information Environment Minor Major Information
Impacts Impacts Necessary Impacts Impacts Necessary.
Earth Housing
Air Aesthetics
Water LiahtiGlare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services ",
Energyl Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POL/CY-RELA TED COMMENTS
C. CODE-RELATED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
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Signature of Director or Authorized Date
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~'.IT,~Y.' RENTON
. .". 'Plarining!BliildingtPtiblic Works, Departnient,"
, 'Gregg ZimmermanP.E., Adininis'trator Kathy Keolker, Mayor '
Wayne Jones
Lakeridge Development, Inc.,
POBox 146 ' ,
Renton, WA ~8051
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Subject; , Honey Creek East Preliminary Plat, LUA b'5 .. 1.44; PP ,ECF
Dear Mr. Jones:
Per youreniail sent.to the City on' Januaiy 17, 2006, the subjeqtpreliminarypiathas'been placed'
on hciId~ 'Pleased be adiiised thafshou'19 you request-th~t the G,ity continue re~iew oUhe Honey
Creek East Preliminary Plat" additipnCltitems will berequir'ed~' The following items shall be
submitted prior to theprojectbeil;lgtakEHi off hold:, , ':"" ' ' ' "
, 1. 5, copie,sand'1reduced 8,% x1-1'PMT' of a , re~ised landscape plan. The landscape "
plan shows street treesaricLsome additi6n,~rees'interior to'the plat However, the
, ,City's landscaping:regulatibnsrequiretWo trees,withiri thefrontyardCireas o'r planting
, strips afeachlot Please"revise thEi landscape plan'ta-show two trees within:the frOnt
yards or planting strip'~of:each lot, (please;;not~;ihat ,a tree located on' a property 'line
" may 'not be dou~l;e'¢oLii:ited). In, addition' a:ininil')1u,m>' 5~foot lal1d,sCaped': strip is
required alongJhe,frontages' of NE '23fd/NE:241h:c'Streets,and Ql:leen: Avenue NE
provided that if a&iitidnal:right-of':w~y:'in;e)(CeSS ;of5 feet is pres~nUhis'a!so shall be
, : landscaped. Ple~se '~hoWa" lari~sc~pingi:l~tail' showing 'the vegetation proposed"
, "within the, 5-f6at~t~ip'in ~~9,iJiontb the:J:ir6P9~ed street,trees.' ,,' ,
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,'. ',.'. , 2. ' 3 topiesof a :'revi~'~(/ drainage r~p'ort:' Jh~, s~bmittedreportdidnotiJrovide' sufficient
, ,..information to 'detettTiineitt~e exi~tirig; fifcllitiwduld"provide'thetequlredvol,ume for
detehtioiifor' th~nev.:;;h6IJ1es .. ' Please 'notEHilccQ(QingJq' t~e City,of~erlton's current
.. " .' suifcice water ma,nagenj:~rit;p:olicy" a SEPA/llitigatipn:measurewilll;le recommended;
which would requi~ed;J~eprdjectto90mp.ly:wi.ttrtt1~20q5 KingCounWSurface, Water
Design Manual:,', -PI~~f)e 'contact Mike'O,otson' af(425) 430-7304 'if you have any
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',Cjuestions. ";-''', ' '~,' '~,'" ," "
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:The 'preliminarY '. plat has been t~kEm off the 'EnVi;'ohm~nti;iI' ,ReviewGcimmitt~e' 'and Hearing
,", 'Examin~r':schedule, and' Wi!I"ho~,be' teschedule~', un~II'iYOtL/eqlle~t that review of, the project
:corit!riueatid th~' above request¢d)nformation' is' sUQfnitted;':lf, yciu have any' qu~~ti6ns, please
contact me at 425':430':7219.' , ,', "
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CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
February 3, 2006
Jill Ding
Sonja J. Fesser:ft
Honey Creek East, LUA-05-144, PP
Format and Legal Description Review
Bob Mac Onie and I have reviewed the above referenced preliminary plat submittal and have the
following comments:
Comments for the Applicant:
See the attachment for spelling errors.
Information needed for final short plat approval includes the following:
Note the City of Renton land use action number and land record number, LUA-OX-XXX-FP and
LND-1O-0442, respectively, on the drawing sheets. The type size used for the land record
number should be smaller than that used for the land use action number. Please note that the land
use action number for the final plat will be different from the preliminary plat number and is
unknown as of this date.
Note two ties to the City of Renton Survey Control Network. The geometry will be checked by
the city when the ties are provided.
Provide plat and lot closure calculations.
Note the date the existing monuments were visited, per WAC 332-130-150, and what was found.
Complete City of Renton Monument Cards, with reference points of all new right-of-way
monuments set as part of the plat.
\H:\File Sys\LND· Land Subdivision & Surveying Records\LND·IO· Plats\0442\RV060130.doc
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February 3, 2006
Page 2 • --
Required City of Renton signatures (on the final plat submittal) include the Administrator of
Planning/Building/Public Works, the Mayor and the City Clerk. An approval block for the city's
Finance Director is also required.
Appropriate King County approval blocks need to be noted on the plat drawing.
All vested owners of the plat property need to sign the final plat document. Include notary blocks
as needed.
Include a dedication/certification block on the plat drawing.
Indicate what has been, or is to be, set at the corners of the proposed lots.
On the final submittal, remove all references to utility facilities, topog lines and other items not
directly impacting the subdivision.
Remove all references to building setback lines. Setbacks will be determined at the time of
issuance of building permits.
Note encroachments, if any.
Note all easements, agreements and covenants of record on the drawing.
Note discrepancies between bearings and distances of record and those measured or calculated, if
any.
The city will provide addresses for the proposed lots after the preliminary plat is approved. The
addresses (and street names) will need to be noted on the plat document.
Remove all references to zoning and density information from the final plat drawing.
Remove the "ENGINEER", "SURVEYOR" AND "OWNER(S)" blocks.
If there is a Restrictive Covenants, Conditions & Restrictions document for this plat, then
reference the same on the plat drawing and provide a space for the recording number thereof.
Note that if there are restrictive covenants, easements or agreements to others (neighboring
property owners, etc.) as part of this subdivision, they can be recorded concurrently with the plat.
The plat drawings and the associated document(s) are to be given to the Project Manager as a
package. The plat document will be recorded first (with King County). The recording number(s)
for the associated document(s) (said documents recorded concurrently with, but following the
plat) need to be referenced on the plat drawings.
The new 20' private access/utilities easement is for the benefit of future owners of Lot 16. Since
the new lots created via this plat are under common ownership at the time of plat recording, there
can be no new easements created until ownership of the lots is conveyed to others, together
with/or subject to specific easement rights.
H :\File Sys\LND -Land Subdivision & Surveying Records\LND-1 0 -Plals\0442\RV060 130.doc\cor
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February 3, 2006
Page 3
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Add the following Declaration of Covenant language on the face of the subject plat drawing, if
the previous paragraph applies:
DECLARATION OF COVENANT:
The owners of the land embraced within this plat, in returnfor the benefit to accrue
from this subdivision, by signing hereon covenant and agree to convey the beneficial
interest in the new easement shown on this plat to any and allfuture purchasers of
the lots, or of any subdivisions thereof This covenant shall run with the land as
shown on this plat.
The new private ingress, egress and utilities easement requires a "NEW PRIVATE EASEMENT
FOR INGRESS, EGRESS & UTILITIES MAINTENANCE AGREEMENT" statement noted on
the plat drawing. See the attachment.
Fee Review Comments:
The Fee Review Sheet for the preliminary plat review is provided for your use and information.
H:\File Sys\LND -Land Subdivision & Surveying Records\LND-1 0 -Plats\0442\RV060 130.doc\cor
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NOTES:
1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC, PLAT CERTIFICATE ORDER NO. 490625, DATED
SEPTEMBER 5, 2002 AND SUPPLEPLEMTAL REPORTS #1, #2, #3, AND #4 THEREOF DATED MARCH 24, 2003,
APRIL 8, 2005, JULY 7, 2005, AND OCTOBER 31, 2005 WERE RELIED UPON FOR THE DISCLOSURE OF THE
VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY PLAT WHICH ACCORDING TO SAID
PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING AND OTHER SPECIAL EXCEPTIONS.
A. TERMS AND CONDITIONS OF PUGET SOUND POWER & LIGHT COMPANY EASEMENT RECORDED UNDER
RECORDING NUMBER 2515267. •
B. TERMS AND CONDITIONS OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT
RECORDED UNDER .RECORDING NUMBER 9711120787. .
C. CHARGES AND, FEES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF RENTON ORDINANCE
No. 4025 RECORDED UNDER RECORDING NUMBER 8612031455.
D. ASSESSMENT DISTRICT AND CHARGES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF
RENTON ORDINANCE No. 4482 RECORDED UNDER RECORDING NUMBER 9412020474.
E. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS CONTAINED IN DEED
RECORDED UNDER RECORDING NUMBER 20031114000579.
F. ELECTRIC TRA N DISTRIBUTION LINE EASEMENT RECORDED UNDER RECORDING No. 9501130275.
SAID EASEMENT I DESCRIVED S CONSTRUCTED OR TO BE ~TRUC~ND NOT GRAPHICAkL Y 'DEPICTED
HEREON.
G. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE @ 5138, RECORDED UNDER RECORDING
NUMBER 20050627000165.
NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED,' AS TO THE ACCURACY AND JOR COMPLETNESS OF
SAID PLAT CERTIFICATE.
2. THE TOPOGRAPHY SHOWN .HEREON IS PER TH~ APPROVED "HONEY CREEK OFF-SITE" ENGINEERING
PLAN SET, KING COUNTY REFERENCE NUMBER P#2246, AND THE CITY OF RENTON AS-BUILT PLAN
SHEET #R-2160.
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY NORTH
AUBURN, WASHINGTON 9~002'
PHONE: (253)333-2200 (FAX)~33-2206
REV. NO. I OA TE
PROJECT
I '.,
Title for both ofthe following paragraphs:
NEW PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES
MAINTENANCE AGREEMENT
Use the following paragraph if there are two or more lots participating in the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
PLAT. THE OWNERS OF LOTS SHALL HAVE AN EQUAL AND
UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSmILITY FOR
MAINTENANCE OF THE PRIVATE ACCESS EASEMENT APPURTENANCES.
THESE APPURTENANCES AND MAINTENANCE RESPONSmILITIES INCLUDE
THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD,
DRAINAGE PIPES, AND STORM WATER QUALITY AND/OR DETENTION
FACILITIES WITHIN THIS EASEMENT, PRIVATE SIGNAGE, AND OTHER
INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER
UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE SHARED EQUALLY.
PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHmITED,
UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
Use the following paragraph if there is one lot subject to the agreement:
NOTE: NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND
UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN ON THIS
PLAT. THE OWNER OF LOT SHALL HAVE OWNERSHIP AND
RESPONSmILITY FOR MAINTENANCE OF THE PRIVATE ACCESS EASEMENT
APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE
RESPONSmILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE
PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY
AND/OR DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE
SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF
RENTON OR OTHER UTILITY PROVIDERS. MAINTENANCE COSTS SHALL BE
SHARED EQUALLY. PARKING ON THE PAVING IN THE ACCESS EASEMENT
IS PROHmITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET.
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" , • PROPERTY SE_ FEE REVIEW FOR SUBDIVISION_06 -t:~:' . \Q
F:~?
APPLICANT: ..JOIYES I WA"'tl IF 21 DEERA, I AI<.ESU=X:;e. DFV INc . RECEIVED FROM ,.:,,"
(date)
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JOB ADDRESS: ME e.:3BD ap3EFf ("BEqWb.I I lUI 01.. I .t:M;. We &191 J!=EL I AtF~OH '77511 1{\ •
I' '\ " NATURE OF WORK: 43-Lar LQ..Jc;~( HOWe:-( CBE'F',;K-EAeT =p.Lt>;f ) LND H 10 -0442'
-', .. ' )( PRELIMINARY REVIEW OF SUBDio BY LONG PLAT, NEED MORE INFORMATION: .. LEGAL DESCRIPTION : ". SHORT PLAT, BINDING SITE PLAN, ETC. .. PIDH's .. VICINITY MAP ;"'",
H· .. FINAL REVIEW OF SUBDIVISION, THIS REVIEW REPLACES .. SQUARE FOOTAGE .. OTHER
:'<-PRELIMINARY FEE REVIEW DATED .. FRONT FOOTAGE t; SUBJECT PROPERTY PARENT PIDH 04aaorr 92E9 X NEW KING CO. TAX ACCT.H(s) are required when
ri:' -Qez5 assigned by King County.
\;~'i It is the intent of this development fee analysis to put the develope;/~~ notice, that the fees quoted below'may be applicable to the subject site upon
development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and ~.) off-site improvements (i.e. underground utilities, street improvements, etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and
r;'~~" determined by the applicable Utility Section.
Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit
" application. c_ :
~/,:; .. The existing house on SP Lot H , addressed as has not previously paid
~~ , SDC fees, due to counection to City utilities prior to existance of SDC fee Ord. SPLot# will be
~, :", subject to future SDC fees if triggering mechanisms are touched within current City Ordinances . . , , -;<: .. We u~derstand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation .
[""': The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters.
SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT
", DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE \ i ,';~ Latecomer Agreement (pvt) WATER l' :\ -0-o.
' ,,' Latecomer Agreement (pvt) WASTEWATER -0-",
.~ , Latecomer Agreement (pvt) OTHER -0-.. /
!..'-Special Assessment District/WATER /-0 .... ~:, -\-b..e:Y CRe:5~ 54..0 &:PI I !li02.c;n.~ '>L t jLU-r:s. .,4."3 $10750.00 ~,' , Special Assessment DistrictlW ASTEW A TER
Joint Use Agreement (METRO) , -~,: Local Improvement District • , '\' -
,-Traffic Benefit Zones $75.00 PER TRIP; CALCULATED BY TRANSPORTATION -FUTURE OBLIGATIONS I -
, . .'i' SYSTEM DEVELOPMENT CHARGE -WATER .. Estimated HOFUNITS/ SDCFEE .. Pd Prev. .. Partially Pd (Ltd Exemption) .. Never Pd SQ. FTG. ~-" -, Single family residential $1 956/unit x 45 SB4IOS.00 :,. (' f< Mobile home dwelling unit $1,956/unit in park
"~' Apartment Condo $1,174/unit not in.CD or COR zones.x ,,~.
:~ ,; Commercial/Industrial, $0.273/sq. ft. of property (not less than $1,956.00) x
,;' Boeing, by Special Agreement/Footprint of Bldg plus 15 ft perimeter (2,800 GPM threshold)
, ~:. SYSTEM DEVELOPMENT CHARGE -WASTEWATER" Estimated '. .. Pd Prev. .. Partially Pd (Ltd Exemption) .. Never Pd f. ,: Single family residential $1.,017/unit x 4~ 945731.00
" , '~ Mobile home dweiling unit $1,0171unit x,
:~, j Apartment, Condo $610/unit not in CD or COR zones x ,,' .~ , Commercial/Industrial $0.142/sq. ft. of property x(not less than $1017.00)
" ;1. SYSTEM DEVELOPMENT CHARGE .. SURFACEWATER .. Estimated
, :~'. .. Pd Prevo .. Partially P4 (Ltd Exemption) .. Never Pd , Single family residential and mobile home dwelling unit $759/unit x 43 $ae GS7.OC 1",: All other properties $0.265/sq ft of new impervious area of property x )', I
~'-; (not less than $759.00) to·
~,<, I PRELIMINARY TOTAL <$ 171)Z20.00
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~ ~ 11 0
DAtE m Signa of R ~ ewmg AuthOrIty ,
11
~:~i .. *If subject property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status • ~ 0 .,.. ~<\ .. : .. Square footage figures are taken from the King County Assessor's map and are subject to change. ID :II .. Current City SDC fee charges apply to :3 ~</ 0
L, EFFECTIVE January 8, 2006 .
I '
City o.n Department of Planning / Building / pu.s
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: P-ro-pM"'~'?<.. ~VS-COMMENTS DUE: JANUARY 20,2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, Lakeridge Development, Inc. PROJECT MANAGER: Jill Dino
PROJECT TITLE: Honey Creek East Preliminary Plat PLAN REVIEW: Mike Dotson
SITE AREA: 8.05 acres BUILDING AREA (oross): N/A
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE I WORK ORDER NO: 77511
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac tumaround
on the eastem portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal. .
Signature of Director or Authorized Representative Date
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Kathy Kecilker. Mayor .' .
PlanningIBuiidinglPublic W" odes ·I)epai(merit. .
. GreggZimniernia.D P.E., AdminiStrator.
Jariuary25,2006
"Curt and Nancy Whittendorfer
3201NE2Sth Street'
Renton, W A 98056'
RE: Your cbmnients regarding HoneyCree~ EastPreIilninatyPlat(RentonFile No. '.
· LUA05~144~;PP, 'ECF)" . . . .
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Dear Mr.'andMs.Whittendot[er: ,-'"
· Thank you for your cOmnlentsdatedJanuary 12; 290(iregarding·the Honey Creek Eas~
'Preliinihaiy'Plat. 'You have 'beeninade:,a party ofrecorcL.andyolit COinments hav~' b~en
. inc1u4edin,tl1eoffi:cia~fi1e. 1'hedeCisipil maker wIUc,0n~ideryourc6mments' ~heil ,'.
rendering a d~cisionon the preliininatyplat. ··In additiqn,ine:applicant has requested;tJ;iat'
the preliminaryplatbeplaced'onh'c>ld;'th,erefore' tpePuhlicIJearirig' ongirially schedu~ed '.
'. . fbrMllfch 7th,2006haspeeilcancelle~L youwillbe~otifiedat a:~~ter date if th~ hearing
· is rescheduled~ PleaseJ~eIfree to 'cOIlta9t~n1eat:( 42$):430:. 7419 With anyques,tiorts. . , . . . _., . '. '". ."." ".'..,. ,'. r, .'
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Sincerely, ".,' .
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i .' Jill K. Ding:':' .,',' ' . '
. Associate Planrier
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~--~~~--~~~----~~R.EN'T ... ON' 1055Soutll Grady Way -Renton, Washington 98055.
*"This'~apercon~ins;5o;~ recycled ';'aterial, ~O% post consumer AHEAD OF THE CURVE
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Kathy Keol~er,Mayo~ '.
C.ITY· .·RENT~N,
Pl~ing/Building/PublicWorks Depart111enf
Gregg Zirririi~'rman P.E., Administrator-... '"
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January 25,2006
· . 'D~nald LFureh and CruTie.Christianson .
2507 Lynnwood Avenue' ~
. Renton, W A 98056
'. _of'
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RE: Your comments regarding Honey:.c::reekEast PreiiminaryPlat, (Rento~ 'FileNo ..
LU~05-144,PP, 13CF) . . ....,.....
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DearMt. FurehandMs. Christianson:
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Thank y~ufor your'cotnments'dated January lZ, .2006 regarding the, Hejrtey' Cieek East. ,' ..
Preliminary Plat yau havebeeri' made' a: party' of rec qrd , ap.cfyom,:coinilierits -ha:veb~en,. . .
include,dinthe'offiCiaifile.· The:decisiOilriulker~inconsjd¢fy~)Ur c61ninents,when .':'. '.' .
rendering a dec'isldri:,on the preiirtunary.:pitit. Inaddith)n;JlieappHca'nttias,i~qtiested that·: ..
· theprelirninarypl~rb,e plact!d orih01(l."therefore the public:H~#.iii.g origiiiaI1yscheduled,
. for March 7 th, 2006 ~asb~enquicelied.YoQwiH benotift~d~~t~jate(dateif th,e he~ng
is rescheduled.,<PleasefeeI fteet6cont~ct me at (425}43J),-7219, wi~l) ahyquestlorys.
· Sincerely, ' .. "
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1055S'outh Grady Way~ Renton; Washington 98055 . . * Th:s pape;cc;>nta;ns 50% ~cted material, 30% pOs:co~~~mei .. ';"
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January 25, 2006
Tina Escobar . '. . ..' .
.2541 Lynnwood AvenueNE
Renton,WA 98056' .' ....
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CIT'Y' eIf·RENTON·
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Plamiing/Builc:iing/PublicWorks Department .
. GreggZirluuerman P.E., A~Dlinistrator
,-.~' .
'RE: Your comments regarding,Honey CreekE~st PreHininary piat (Reni6n File No;·
'. LUAo5-:144,PP,BCF)'
.. Dear Ms. Escobaf; . " .
. Thank you for your COminents.da.t~c:lJantiary 12;20Q6regarding theHoneyCreek·EaSt·.
Preiimlnary P~at. You have be~ri' rtiade:a party of recqrd:a!1d your corrirrients h:ave 'b~eri
. iric1hded in' the 'official file: ::The decision makerwiH G:on~·ider·y()u.r coinfuents when' .... .
fen'dering ~ .decisionon the piellln,iriaryplai. In' addidon:,.th~.app1ie~mt has requested' that
. the pt~limlnarY plat beplllced·on.i1old';.therefore'thePu~iit.;E;l¢aring onginally schedi:iled .
for March 7·th; 2006 has ·been·~ancelfe~; Y (m ~willb.e nptifi.egat alater d~t¢'if. theheanng
is restheduled~Please feelfr~e·!q.cop.tact~eat(425)~~.3()-:72i9With ariy:questioJuL .... ' .
'. Sincerely, .;
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67Jill'K;'l)ing .' . . . ;; .
.. Ass·odate Planner
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, . ® This paper eontains500f0recycled maier~al, ~O%I?~st·~h~u~e;·. AHEAD OF THE CURVE
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. CITY :(FRENTON .
January 25; 2006
...• to Whom It May Concern:
, 3231 NE 25th Street .
RentOJi, WA 98056
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Piru,mfnglBuilding;PublicWorks . Bepartment .
'GreggZimmerman, P;E." ~dminiStr_tor . ~. .
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RE: Your comment~regatding Hoiley Creek'East,PrelinnnaryPlat (Renton Fil~~o~
LUAd5~144;PP, ECF)' . , '. . '..
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To Whom It May Concern: . . ; .
. Thank, you for .your comments' dafedJ anuaryJ,2;20Q6 regarding the Ho~ey qteek~a~t'
'Preliniiriaty Plat., You have'beenina<ie,a,party ofrd::or.d(~Uld your commeritsh~veb~en
induded in the official file; ~ :rhe.rled'sionmaker .Wili~onS~der yourceITlluen;ts'wher( .' ..
. rendering it deCi si 011 ,on the·prelih11n~phit., In: ~dditibi1;',.theapplicant hasrequesterl that'
. the preliririnaryplat be pI aGed' 6n:h6Id~ theiefore'thePubli,c He~ng origimil1y,sc~eduleCl,' ,
for March 7~\ 2006hasbeen,cancelle& Yq1i w.iltbe,ridtifiedat a later d~tejfti1eheilririg",.
is r~scheduled~Please feel fre~'~o contact'nieat\4iB)430~721'9 with,ariyqties~i()hs.· '. ' : .
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Sincerely, . \ ' '." "-., ~.
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, 1055 South Grady'W~y~~~eni~n, Was~irigton98055 ' R.EN ,T 0 N.,> :.
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* This P~Pe~~ntBi~S 500/0 ~~d~'material: 30% PO~ consumer ..
AHEAD OF T'HE CURVE" ,
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A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
"It is anticipated that the proposed development would generate future residents
that would utilize existing City park and recreation facilities and programs. The
City has adopted a Parks Mitigation Fee of $530.76 per each new single family
lot to address these potential impacts."
05-(4'4
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Parks Mitigation Fee
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ENVIR0'r:!.MENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPA~~P9'('" ~ COMMENTS DUE: JANUARY 20, 2006
'-.. ~ APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, LakeridQe Development, Inc. PROJECT MANAGER: Jill DinQ
PROJECT TITLE: Honev Creek East Preliminary Plat PLAN REVIEW: Mike Dotson
SITE AREA: 8.05 acres BUILDING AREA (Qross): NIA
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE I WORK ORDER NO: 77511
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac tumaround
on the eastern portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth . Housina
Air . Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public SeN/ces
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELA TED COMMENTS
.,':I·'\~.
C. CODE-RELA TED COMMENTS
We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where additional information is needed to properly assess this proposal.
~~¥:!&d~ Signature of Director or Aut orized epresentative
12 January 2006
City of Renton
Development Planning
1055 Grady Way
Renton, W A 98055
.....
Re: Honey Creek East Preliminary PlatILUA05-144, PP, ECF
To whom it may concern,
As a homeowner in the neighborhood, I am writing in regards to the proposed "Honey
Creek East" development. I am very concerned about the development's impact on
traffic volumes and speed of vehicles in our neighborhood.
The proposed development will add significant traffic volume to an area where speeding
is already a major problem. Speeding vehicles, in particular on 25 thILynnwoodl122nd are
a safety concern for families that live in our neighborhood. Over the past three years,
there have been several incidents of vehicles &oing out of control, over the curb, and
taking out trees on 25thILynnwood alone. In addition, speeding vehicles pose a safety
concern for the many children in our neighbothood, when they are going to and from
school, waiting for the school bus, and playing outside.
I would like to see measures taken to calm traffic in our neighborhood, and strongly
request that a traffic impact study be completed, and calming measures be implemented
before the proposed development proceeds.
Thank you,
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12 January 2006
City of Renton
Development Planning
1055 Grady Way
Renton, W A 98055
Re: Honey Creek East Preliminary PlatILUA05-144, PP, ECF
To whom it may concern,
DEVELOPMENT
CITY OF REfkANNING '~'ON
JAN 18 2006
19J~t~UVED
As a homeowner in the neighborhood, I am writing in regards to the proposed "Honey
Creek East" development. I am very concerned about the development's impact on
traffic volumes and speed of vehicles in our neighborhood.
The proposed development will add significant traffic volume to an area where speeding
is already a major problem. Speeding vehicles, in particular on 25th/Lynnwoodl122nd are
a safety concern for families that live in our neighborhood. Over the past three years,
there have been several incidents of vehicles &oing out of control, over the curb, and
taking out trees on 25thILynnwood alone. In addition, speeding vehicles pose a safety
concern for the many children in our neighboihood, when they are going to and from
school, waiting for the school bus, and playing outside.
I would like to see measures taken to calm traffic in our neighborhood, and strongly
request that a traffic impact study be completed, and calming measures be implemented
before the proposed development proceeds.
12 January 2006
City of Renton
Development Planning
1055 Grady Way
Renton, W A 98055
Re: Honey Creek East Preliminary PlatILUAOS-144, PP, ECF
To whom it may concern,
As a homeowner in the neighborhood, I am writing in regards to the proposed "Honey
Creek East" development. I am very concerned about the development's impact on
traffic volumes and speed of vehicles in our neighborhood.
The proposed development will add significant traffic volume to an area where speeding
is already a major problem. Speeding vehicles, in particular on 25thlLynnwood/122nd are
a safety concern for families that live in our neighborhood. Over the past three years,
there have been several incidents of vehicles &oing out of control, over the curb, and
taking out trees on 25thILynnwood alone. In addition, speeding vehicles pose a safety
concern for the many children in our neighbothood, when they are going to and from
school, waiting for the school bus, and playing outside.
I would like to see measures taken to calm traffic in our neighborhood, and strongly
request that a traffic impact study be completed, and calming measures be implemented
before the proposed development proceeds.
Thank you,
j~ra ~
2S~ I L~N'\\u)cd Cl~ns
f~; W~ q865~
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Kathy Keolker, Mayor .
. J~mtiary 18, 2006 .
Wayne J om~s . .' .
. '. Lakeqdge Developniell~,Inc.
POBox 146 .'
. Renton; W A 98057 .
.".',,',.,:: ".'
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. CITY ( j.'R~NTON.·
'. . Planning/Building;pubiic Works Department
.' Gregg.ZimDle,rmallP .E.:.:Adm.inistrator .
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. . SubjeG"t':" '.' Honey Cr~ek E~siPreliininarY. Phit, LUA05-144; PP;ECF
, Dear Mr. Jones:
. lJpon your written request d~t~d J an'uari1,7, 200Q, the 'subject pt~nirtimirypJat,
applicatioilhas, befm placed on h~ld;Ttie ,preliminaryplatha~' beeht~en' off the " ,
Eriyironm,eritalReview Commit"tee'andHearingExarmner schedule, pendIng your' request.
to resume' reV.leW of the project; : . ,',' " ", " . ,
If you have, any questions,please Gorit~ct'ii1e at 425-430-72i~:::' ,':~;,~,'.' , '
, , • j , ' , • .-~ .<", ~: ", ' ~ . ' .. •
, Sincer~ly, :" ,
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Parti~d of record.
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~, This ~~p6; co~tains ~O% recycled maierial: 30% post consu~~i .
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]~la~inwBJil~ling/Publi6 Works DeparttPe~t, -
, -', Gr:egg Zhnmerman P.E.~ f'\dministrato~ , Kathy, Keolker, Mayor
January 18,,2006
Val Bradley "
2262 Shelton Avenue NE
Renton; WA.98056
RE: -Your corrnnents .regarding Honey Creek East Preliminary Plat (Renton File No.~
LUA.05..:144, PP, ECF) -" , , -. , -.
Oear Ms. Bradley;'-
Tharik you for your cbinnlentsclated January 13;_2006 'regarcl~ng the Honey CreekEa~t'
Preliminary 'PIl;lt. In your letter Y9U discuss your conc'~ins with n~g¥ds to traffic ,speedS
and ,the assoCiated ill'l:pacts'~ha~;fuay re,~ult-ftomthe coristrtJ,ction of the,plat, You ~av~~
, be,en made a party of record ,arid. ypUr J.etter hasbeenjocl,tidediri'the official,file.'" --.': -
The road along which you'are concel1).ed with the, speeding traffic is a dedicated City of
Renton right-of-w~y; as such .the existing -traffic pr()Qlems,sh6ulcl be -reported to our '.
Transportation Operations piyi~i,(m. ,Y.01i'b,lay'c,9ntact:r<:.aii ~~ltonat (425) 4-~0~7220. '
regarding aniproblems wi.ttiihe, existing street . - -"'.' -,' -',_ --; _ ,", '_
J trust this)e.tt~!imswersyri~r ql,le~ti.ons. Thedecisi-on:nl,iik,,~r\y,Hl considetyour ", ".-
commeritswhen rendering 'a oec.isio.I1·onthe prelimil,lai)'pillt. ':Please feel free to. co.ntact, '
me at (425) 430:';7219 withany'questlons. --'
. _.,.:.",. <, . .1' -{ , __ "
Sincerely; ,
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As~ociate Planper
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. '" , * This paper -c6n~ins 50% iecYcled material, 30~/o post consun'ier •
AHEAD,' OF THE CURVE
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CITY'..RE~,~()N:· '"
PhunlingIBuilding/PublicWor}(spepartmeht
kathy Keolker, Mayor . GreggZimm,erman P.E.~ AdniiniStrator '
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January 18,2006
Robert C. Kaufman
" Law Offices of Herman; RecDr, . '
'Araki, Kaufman, Sirnmerly &
, Jackson, PLLC '
, '2100 f16th'A venue NE
'Bellevue, wA 98004
.. ,',
'RE:' Your comments regarding HoneyCfeek East Preliminary-,Plat (Renton File No. '"
,~ .. ., "LUA05-144,PP, ECF)" .".' , ' . , ' " .
Dear Mr. Kauflllan; . ( .-
Thank you for yourcol111'l1ents dated Januaty 10; 20Q6 'regai-ding: tile: Hcmey Creek East "
,'Preliminary Plat. In yourletter you, discuss, your 'concerns with i~ga'rds:to 'surface wat~r
runoff and traffic and the associated iinpac(s tl~at may result, from the construction of the '
plat: You have been'(made a party of.re~ot4.'arid your letter has been irlchided in the' , .
'Official file~ ThefoHowihg is:a.fespo,n'~~;.i(Fyot;Ir.comments based,qniri.folmation~fotind·~' "
inCity codes ahdfiles.," ':" .. ,': ,: . " . ' ' , "
, .> : ':f.:~' .
, Your first issue is :-w:ith regard,s, tosutf~cew.ater runoff You, riot¢d ill your letter, that'
,while you ackn6wledge that thedete:ntiori'systeIh'creat~dduringii1e ~oristruction of tp~
, , ",Honey CreekRicjge Plat was itesigri¢dJo,~cc~n1modate the futtjre ninoff of the Hon~y ,
. " ' Creek East PreliIi!illaryPlat, youjttec~)liCeIlledthat th,e easement:a~eementmaybe::", '::
',' ,"faulty and resulfiria'lack ~:,{ehfoice~~1}.twith regards to 'the n:ulinten~nce and bper~tion
',ofthestorm\Y~terdeteiltion system; 8 dr.ahi~(ge reI>ort was~ub;riritte<:Lwith the ,projec~ , '
. ' .', ,. : application providing detailed inforinattop',with regards'to the,avtlcipated all1oun~ of' ,
stormwater runoff that theproP9sed dev~lqpment will create ai14the:'av~lable capaCity" '. '
, within the existing stonTIwater detention system, the report com;:ludes that the existing' '
capacity is sufficient to detain arid treat the'additi'onal runoff a~t1cipated'from the
proposed development. The City'sPJaIiReYiew Section will~evlew'the,repori to enstire: ,
that the report's ~bnc1usions comply with City of R~ntondfain,~g~;requit~nients., " ,"
A copy ofthe:diainage ease~entthat was'reGQrded withthere20rdirig d(the Honey
,Creek Ridge Plat wassubtnitte~,with}ihe applicationmaterial~. Theeasemertt governs ':
the operation, maintenance, and repair'o( the'storm drainage fa:cilitles, which are owned. ,
, jointly with by Honey Creek Ridge and Honey Creek East Plats'. ," ',;, '
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Jill Ding
Associate Planner
Development Services Division (LUA05-144, PP, ECF)
1055 South Grady Way
Renton, WA 98055
Dear Ms. Ding,
January 13, 2006
This is to follow up the phone call I made to you recently regarding the Honey Creek East Preliminary Plat and the concerns I
have regarding the speeding traffic that drives up and down S.E 101 s1 Street on a daily basis. I am hoping that perhaps a 35
mph sign could be posted to alert motorists that it is a residential street (soon to have homes on it) and nota speedway
racetrack. (I've tried to get their license plates but they move way too fast.)
I have lived in my home at 2262 Shelton Ave. N.E. (corner lot) for over 5 years now and have seen just about everything
possible regarding traffic problems. I've watched cars traveling over 50-60 miles an hour zoom up the street while I have been
standing in my garden watching them. At night I can hear the cars racing and wait to see if there is a resulting crash. In
December of 2005 there finally was. I went outside (at night) and saw a car parked up on the grass meridian (above the curb
and street) where he had driven in desperation to get away from a man who had raced up the road from the east, made a 365
degree turn, and was heading right for him in his lane. Then, the racer jumped out of his car and ran away. The police came,
but I'm not sure if they found the guy or not. The next day I talked to the man who had driven up over the curb to get out of the
way and he said that if he had of been in his smaller compact car he thought he might not have survived a crash (his wife was
with him in an SUV), because the compact car couldn't have driven over the cub to safety. Really scared them!
More History:
I came home one day to find dirt tracks diagonally across my driveway and gravel tossed all over the area. My next door
neighbor told me that a guy coming from the west missed the turn and ended up driving across my property and stalling his car
nose down in my neighbor's driveway. He .must have been flying! (Drivers also whip around in front of my house without
pausing to see if someone might be walking there.)
Another day after work I found the stop sign on the corner of my property broken off and lying in the garden. I didn't hear that
collision but it must have been enough to cause substantial damage to the car/truck that hit it. I called and someone came out
and put in a new stop sign right away.
We have lost several cats and a lot of squirrels which never had a chance. One cat was mine and another's a neighbor's (I
witnessed that hit -was awful!).
A neighbor told me that once a man painted a huge "SLOW DOWN!" in the street in red paint and the county folks came out and
made him paint it black again. A desperate attempt by a concerned citizen who saw no action being taken to provide for his
safety and the neighborhood's.
My biggest fear is that someone, especially a child, will step into the street and get run over by these thoughtless, dangerous
drivers (of all ages). I certainly hope that to ensure the safety of all of us that something can be done to slow drivers down. It
would be an awful beginning for a lovely housing development to have even more serious traffic acCidents than I have
mentioned above.
Thank you for your interest in our concerns. I hope the Honey Creek home building project goes smoothly and stays on
schedule. I'm looking forward to seeing the landscaping that results from it. Thank you for checking on the status of the fir tree
on the property in front of my house. It provides the only shade my front yard has - a small blessing, but appreciated, for
someone who has survived (thus far) living next to a racetrack. Please let me know if there are updates regarding this safety
issue.
Sincerely,
Val Bradley
2262 Shelton Ave. N.E.
Renton, WA 98056
(425) 277-6533 -Home
(206) 766-2514 -Work
From:
To:
Date:
Subject:
Wayne Jones <wmwaynejonesjr@netscape.net>
<JDING@CI.RENTON.WA.US>
01/17/20068:27:39 AM
RE HONEY CREEK EAST P PLAT
Jill please put this project on hold. We have a group that is interested
in buying the property as is. I will let you know what happens.
Thanks
Wayne
.~ ... pCl;ge .. 1J I
LA W OFFICES OF
HERMAN, RECOR, ARAKI, KAUFMAN,
SIMMERL Y & JACKSON, PLLC
STEPHEN T. ARAKI, P.c.
M. GERALD HERMAN. P:S. INC.
ROBERT B. JACKSON
ROBERT C. KAUFMAN·
STEVEN P. RECOR
PAUL E. SlMMERLY
SHEILA OSBORNE, E."CROW PARALECAL
THOMAS 0. MILLOTT, LPO
• ALSO ADMITTED IN NEW JERSEY
Jill Ding, Associate Planner
Development Seryices Division
1055 South Grady Way
Renton, W A 98055
January 10, 2006
Re: Honey Creek East Preliminary PlatILUA05-144, PP, ECF
Comment on DNS-M Designation
Request to be Made Party of Record
.'-,;'. '~:.'-J; .. , ~; ,,":"-, '.,::~' :,.:;r', ~·:·.:',I,;:".:":'~ :,~': .. <:!~: :'::<'1 t.::'"
2100-116TH AVENUE NORTHEAST
BELLEVUE, W ASHINCTON 98004
FACSIMILE: (425)451-1689
D~ TELEPHONE: (425) 451-1400
1112l.OPA . CIIYOrNtp~ A~rvtoNNh'VG JAN 11.1
112006
FiECEIVED
R~M.M~~ p~ng,;.:.:.;.;:: ,~;.': " , '" ~~:.~.I',o;;(:.:. n.~:~;"' .. :··: .}i :".::~ ':: .. :~: ~!;:.v r:·~I;:~~1~1.;;;"~' :!';·I J~::~:.,:,~ .. :/:' J~.\::~:>;·:~~r.:"~';:': t:·.~·j~\~t:
~. t.~' : ':: ;;: ~(G \; ~ .. ' ;. '.:. ;;'::',.' i ~ ! ~~::,; .~; '. :. ~ '::';.'~ ::':'\:'F J';~.~,:~;,~.;) :.~. ~.:.:'':: :.:-~.:'~" .~.) :.~:.': ~~.~:, OIFS.:'Y \.~: J ~.:: J ~ (~ "{.;. '? r~;,,~ ~-~ '-j ';':": :"i:' ,,~:. \.1 ,: ,<t.~· : ; ~t. lamaP, q,~~t:Jlll(l:r.es~qel}t .ofpr9P~r:ty iJ;l ;th,e, i111l11ed,iate:yjc~t:tity 9Hhe,aboy'elpr:qp()~~q ,project,
andhave serio\ts c()ncen1~regarding' the.d~nsity and .imp~c,to:r.thi pr,oposaL;-AtJhe outset, please
make me a party of record to' this action and include me in all' further mailings and notices
regarding any and all aspects of this proposal.
I understand that Renton zoning may authorize the density proposed by the developer, but it
should be noted that the proposed density is completely incompatible with the area' and will
deleteriously impact the value of all of the surrounding homes. A simple glance at the map
reproduced on the Notice of Application discloses the size of the home lots in all areas
surrounding the project. If permitted to be built as submitted, the plat wiJI create a ghetto of
undersized lots that is inconsistent with the neighborhoods in the immediate vicinity.
I telephoned your office on January 9 and requested a copy of the SEPA Checklist. If you have
not furnished that item by the time you receive this letter, please send a copy to me together with
any comments you have received on the checklist.
While there are a ,myriad ofprob~enlJ~that 'will have to beaddressed:before' thi,s'.plat.i!) developed,
~h,e'm.o.st:signift~ant ,¥~ tho;s~ rega.r~ing sur!a.ce.}VJlter, tunoff.~4 tr.~ffic.:iAlthol:ig4;tJw I;n;ppo~ed
mitigation measures include assessments for transportation mitigation and storm water
~~agt:;J:llent;: these are meaningless unless there are firm time-lines in place to implement traffic
mitigation measures and address run-off issues.
Jill Ding, Associate Planner
January 10, 2006
Page 2
· ., ","
Surface Water Runoff: My wife and I own a home in the Honey Creek development, and I am
a member of the Board of the Honey Creek Ridge Homeowners Association. Th~re was once
commonality of ownership between :Honey Creek Ridge and Honey Creek East, and an easement
agreement exists under the terms of which the applicant's storm water will be diverted into the
retention ponds owned and maintained by the Honey Creek Ridge Homeowner's Association.
Under the terms of that easement, the applicant is to pay its proportionate share of the cost of
maintaining the retention ponds that will service its property.
Unfortunately, it has been called to our Board's attention that the easement may be
unenforceable and of no force or effect. Although I am an attorney, I do not represent the Board
and have no knowledge of the viability of this easement. However, I believe it is absolutely
imperative that the City of Renton impose meaningful requirements on the developer to arrange
for and pay for the treatment of its runoff. I cannot envision that our Board would tolerate the
use of its retention ponds without adequate compensation for their maintenance and insurance.
The City should look behind the easement agreement that the developer may cite to insure that it
is, in fact, a legally enforceable and binding agreement.
Traffic: There are two very serious traffic issues -speed through the Honey Creek
neighborhood and additional burden on Coal Creek Parkway. The City of Renton is undoubtedly
familiar with the existing problems our neighborhood faces as a result of speeding and other
reckless driving (e.g. racing, "lawn driving", "doughnuts") Our community has requested and
suggested numerous mitigation methods including stop signs and speed bumps, but all have beeri
rejected by the City. In all candor, if nothing is done about the situation we are not looking at
whether a disaster will occur but when a disaster will occur. Our neighborhood is filled with
young families whose children play near or in the street, and the speeds that occur are
frightening.
I trust the developer will be required to supply or fund a traffic study. If not, I request that the
City conduct its own study. The existing problems grow worse each day, and they will grow
exponentially by the tens and tens of additional car trips per day that will result if 43 new homes
are added to the immediate vicinity.
In addition to speed, the 43 new homes will be owned by individuals who will use Coal Creek
Parkway to commute to work. This will result in scores of additional car trips/day through
Honey Creek and, of equal importance, will add to the already intolerable situation that exists
each morning and evening on Coal Creek Parkway. If you have ever had the misfortune of
making that trip, you know that traffic rarely exceeds (or averages) five miles per hour on Coal
Creek ParkwaylDuvall Street from Sunset Boulevard through the City of Newcastle. In my
view, there should be a moratorium on all development in the area unless and until the Coal
Jill Ding, Associate Planner
January 10, 2006
Page 3
Creek Parkway problem is solved. While it may very well be that there are mitigation measures
"on the books" to be implemented "some day", they do very little for those of us who go to work
every day, pay the taxes, and try to cope with an absolutely miserable situation. Unless the City
can guarantee that there will be no deleterious impact on traffic through the Honey Creek
neighborhood and that overburdened Coal Creek Parkway will not be impacted, it should deny
any development. We have passed the breaking point of what our infrastructure can support, and
it would be poor planning (and a finger in the eye to Growth Management) to allow development
without immediate, contemporaneous traffic mitigation measures.
I appreciate your consideration and look forward to yo
RCK:mos
City o.n Department of Planning / Building / pu-.s
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: (PttSt-r-vt::hOVl. '-:;VL'5" COMMENTS DUE: JANUARY 20, 2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, LakeridQe Development, Inc. PROJECT MANAGER: Jill DinQ
PROJECT TITLE: Honey Creek East Preliminary Plat PLAN REVIEW: Mike Dotson R E C'E I V E D
SITE AREA: 8.05 acres BUILDING AREA (gross): N/A JAND Ii ?nnfi
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE WORK ORDER NO: 77511
OUILUII'\II.;! UIVIOIVI'I
SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the Residential-8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660 square feet to 14,463 square feet in
area. Access to the proposed lots would be provided via a new residential access street off of NE 23rd StreetlNE 24th Street
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac turnaround
on the eastern portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
EnvIronment Minor Major InformaUon
Impacts Impacts Necessary
Earth Housinq
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
10,000 Feet
14,000 Feet
B. POLICY-RELATED COMMENTS
C. CODE-RELA TED COMMENTS
We have rev' wed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas whefi dditional information is needed to properly assess this proposal.
<..
•
FIRE DEPARTMENT
MEMORANDUM
DATE: January 9,2006
TO:
FROM:
SUBJECT:
Jill Ding, Associate Planner
James Gray, ~sistant Fire MarshaJJli:
Honey Creek East Preliminary Plat, NE 23 rd & Union Ave
MITIGATION ITEMS:
1. A fire mitigation fee of$488.00 is required for all new single-family structures.
FIRE CODE REQUIREMENTS:
1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single-
family structures. If the building square footage exceeds 3600 square feet in area, the
minimum fire flow increases to a minimum of 1500 GPM and requires two hydrants
within 300 feet ofthe structure.
2. Fire department access roads are required to be paved, 20 feet wide.
3. Street addresses shall be visible from a public street.
Please feel free to contact me if you have any questions.
i:\ercplat.doc
, '
City to ~nton Department of Planning / Building / Pu.. . Norks
ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET
REVIEWING DEPARTMENT: fi'r-c:,. COMMENTS DUE: JANUARY 20, 2006
APPLICATION NO: LUA05-144, PP, ECF DATE CIRCULATED: JANUARY 6,2006
APPLICANT: Wayne Jones, Lakeridge Development, Inc. PROJECT MANAG lh' ill~in~ ~ n \w r? IF" ~
I ~ ~ ~ u '-' -= ,
PROJECT TITLE: Honey Creek East Preliminary Plat PLAN REVIEW: Mi -0 )tson
SITE AREA: 8.05 acres BUILDING AREA (~ .s~ :IN/AIHI ,. Ilftftf'
L'l "0 .. \I &.VI.II.I l.,:::';i'
LOCATION: NE 23rd between Union Ave NE & Queen Ave NE WORK ORDER NC : 775~1 ~ ,
re) site locatell lWIthlrn ~j Res;dentiJ SUMMARY OF PROPOSAL: Subdivision of an existing 350,658 square foot (8.05 a 8 (R-8)
dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size f om 4,660 rsqQ~I~ff~~t :t0~M",4~~,~q~;:j. e feet in
area. Access to the ro osed lots would be rovided via a new residential acces~ i)UIIC'ICL VII VI 1,.1-'\oJI"" _11.1...,""" __ &.-Street p p p
between Queen Avenue NE and Shelton Avenue NE. The proposed residential access street terminates in a cul-de-sac tumaround
on the eastem portion of the subject site. No sensitive areas are mapped on the subject site.
A. ENVIRONMENTAL IMPACT (e.g. Non-Code) COMMENTS
Element of the Probable Probable More Element of the Probable Probable More
Environment Minor Major Information
Impacts Impacts Necessary
Environment Minor Major Information
Impacts Impacts Necessary
Earth Housing
Air Aesthetics
Water Light/Glare
Plants Recreation
Land/Shoreline Use Utilities
Animals Transportation
Environmental Health Public Services
Energy/ Historic/Cultural
Natural Resources Preservation
Airport Environment
fO,OOOFeet
14,000 Feet
B. POLICY-RELA TED COMMENTS
C.
We have review d this application w,' particular attention to those areas in which we have expertise and have identified areas of probable impact or
areas where ad itional information i eded to properly assess this proposal.
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NON-SIGNIFICANCE-MITIGATED (DNS-M)
DATE: January 6, 2006
LAND USE NUMBER: LUA05-144, PP, ECF
PROJECT NAME: Honey Creek East Preliminary Plat
PROJECT DESCRIPTION: Subdivision of an existing 350,656 square fool (8.05 acre) sHe localed within the Resldentia~8 (R-8) dwelling unit per acre zoning designation Into 43 tots. The proposed lots range In size from 4,e60
square feet to 14,483 square feet in area. Access to the proposed lots would be provided via a new resldentialaCC8ss
street off of NE 23rd StreeVNE 24th Street between Queen Avenue NE and Shelton Avenue NE. The proposed residential
sccess street terminates in B cuI-dB-sac turnaround on the eastern portion of the subject site. No sensitive areas are
mapped on the subject site.
PROJECT LOCATION: NE 23rd between Queen Avenue NE & Union Avenue NE
OPTIONAL DETERMINATION OF NON-8IGNIFICANCE, MITIGATED (DNS-MI: As the Lead Agency, the CHy of Renton
has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as
permitted under the RCW 43,21 C, 11 O. the City of Renton is using the Optional DN5-M process to glw notice thai a DN5-
M is likely to be Issued, Comment periods for the project and the proposed DNS·M are Integrated Into a single comment
period, There will be no comment period following the issuance of the Threshold Determination of Non·Signlflcan~
MHlgeted (DNS·M). A 14·dey appeal period will follow the Issuance of the DNS-M.
PERMIT APPLICATION DATE: December 2. 2005
NOTICE OF COMPLETE APPUCATION: January 6. 2006
APPUCANTIPROJECT CONTACT PERSON: Wayne Jane., Lakerldge Development, Inc,; Tel: (4261 228·9750;
Eml: joneswayne®qwest.net
Permits/Review Requested: Environmental (SEPA) Review, Preliminary Plat approval
Other Permits which may be required: Building. Fire, Utility, & Construction Permits
Request.ed Studies: Drainage Repon & Traffic Study
Location where application may
r be reviewed: PlannlnglBulldlnglPublic Works Depamnent, Development Services
Dlvl.lon, Sixth Floor Renton CRy Hall,t055 South Grady Way, Renton, WA
98056
PUBUC HEARING: pUbliC hearing is tentatively schedyled for March I 2006 before the Renton
Hearing Examiner In Benton CoynCiI Chambers, Hearings begin at 9:00 AM on
the 7th floor of the new Renton Crty Hail located at 1055 South Grady Way,
CONSISTENCY OVERVIEW:
Zoning/land U.e: The subject site Is designated Residential· 8 (R·S) on the City of Renton ;
Comprehensive Land Use Map and Residential Single·Family (RSF) on the City's
Zoning Map.
Environmental Documents that
Evaluate the Proposed Project:
Development Regulations
Used For Project Mitigation:
Environmental (SEPAl Checkllsl
I
The project wl1! be subject to the City's SEPA ordinance. RMC 4-4.03q
Development Guidelines and Regulations. RMC 4..s.030 Drainage Regulations
and other applicable codes and regulations as appropriate,
Proposed Mttlgatlon Measures: The follOwing Mitigation Measures will likely be imposed on the proposed project,
These recommended Mitigation Measures address project impacts not cowred
by existing codes and regulations as cited above.
~r:::!~::':~ be required to comply with .the 2001 Department of Ecology Stonnwater Management Manua/ for
The applic,!nt will be required to pay the appropriate TranspoTtation Mitigation Fee;
111e applicant will be requlled 10 pay the approprieta File Mit/gBffon Fee; and
111e applicant will be requlled 10 pay the appropriate Parks Mitigation Fee. ,
Comments on the above application must be submitted In wrttlng to Jill Ding, AsSOCiate Planner, Development
Service. Dlvl.lon, t055 South Grady Way, Renton, WA 98055, by 5:00 PM on Januery 20, 2008. Thl. matter I. alia
tentattve.ty scheduled for a publiC heartng on March 7, 2006. at 9:00 AM. Council Chambers, Sewnth Floor, Renton
City ~all,.1055 South Grady Way. Renton. If you are interested In attending the hearing, please contact the Development
Sel'Ylces',Divislon to ensure that the hearing has not been rescheduled at (425) 430.7282. If comments cannot be
submitted In writing by the date Indicated above, you may stili appear at the hearing and present your comments on the
proposal.before the He,arfng examiner. l,f you have questions about this proposal, or wish to be made a party of record a~d receive additlonalmformatlon by mali, please contact the project manager. Anyone who submits written comments
will automatically become a party of record and will be notified of any decisi~~ ,?n this project.
CONTACT PERSON:
... ..:.~ ..
Jill K. Ding, Associate Plan;'e~; f;;i:'(425) 430·7219
If you would like to be made a party of recorn to receive further information on this proposed project, complete
this fonn and retum to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055.
Name/File No.: Honey Cneek Easl Preliminary PlaVLUA05-144, pp, ECF
NAME: ---------------------------r---------------------------------------------------
MAILlN9 ADDRESS:
TE,LEPHONE NO,:
CERTIFICATION
I, c...i)') I D '~ , hereby certify that 3 copies of the above document
were posted by me irl.T5",~£-conspicuous places or nearby the described property on
DATE: (I (!).-/05
A TIEST: Subscribed and sworn before me, a Notary Public, in and for eState of Washington r
~Wvt,onthe Jo fl. day of --=51':.::.:ti:....;.."'-:::....bb..::::...-D=-.:(,:::......-__
fCHARLeSF.''KokKO
.~ NOTARY PUBLIC ~ STATE OF WASHINGTON
) COMMISSIO~,l EXPIRES
I MARCH 19, 2006
CJ£Jk NOTARY PUBLIC SIGNATURE:
CITY OF RENTON
CURRENT PLANNING DIVISION
AFFIDAVIT OF SERVICE BY MAILING
On the 6th day of January, 2006, I deposited in the mails of the United States, a sealed envelope
containing Acceptance Ur, NOA, Env. Checklist, & PMT's documents. This information was sent to:
Name Representing
Agencies See Attached
Wayne Jones, Lakeridge Development, Inc. Owner/Applicant/Contact
Surrounding Property Owners See Attached
...,.., I---
(Signature of Sender' ~ ~ ~~
STATE OF WASHINGTON )
COUNTY OF KING
) SS
)
I certify that I know or have satisfactory evidence that Patrick Roduin
~ ,-..... . -. --~-.c...::.. . -.-; ~ )1 CHAHlES E KOKKO
)J NOTARY PUBLIC
,,1 STATE OF WASHINGTON
,\! COMMISSiON EXPIRES' ,:::-~~CH 19,2006
signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and
purposes mentioned in the instrument. .J fl ~). All, --.
Dated: (~(o' ~1"'~' ------~Nbot~a-ry~p~u~b~li-c~in-a~n-d~f~or~t~h-e~S~a-te-o~f~W~a-s~h~in-g~to-n------
Notary (print}: __ ~Q~·~-r:-~~..l.-~_~------!fto _______ _
My ~ppointment expires: !{(4[lJ6
Project Name: Honey Creek East Preliminary Plat
Project Number: LUA05-144, PP, ECF
template -affidavit of service by mailing
Dept. of Ecology •
Environmental Review Section
PO Box 47703
Olympia, WA 98504-7703
WSDOT Northwest Region •
Attn: Ramin Pazooki
King Area Dev. Serv., MS-240
PO Box 330310
Seattle, WA 98133-9710
US Army Corp. of Engineers •
Seattle District Office
Attn: SEPA Reviewer
PO Box C-3755
Seattle, WA 98124
Jamey Taylor •
Depart. of Natural Resources
PO Box 47015
Olympia. WA 98504-7015
KC Dev. & Environmental Servo
Attn: SEPA Section
900 Oakesdale Ave. SW
Renton, WA 98055-1219
Metro Transit
Senior Environmental Planner
Gary Kriedt
AGENCY (DOE) LETTER MAILING
(ERe DETERMINATIONS)
WDFW -Stewart Reinbold • Muckleshoot Indian Tribe Fisheries Dept. •
c/o Department of Ecology Attn: Karen Walter or SEPA Reviewer
3190 160th Ave SE 39015 -172nd Avenue SE
Bellevue, WA 98008 Auburn, WA 98092
Duwamish Tribal Office • Muckleshoot Cultural Resources Program •
4717 W Marginal Way SW Attn: Ms Melissa Calvert
Seattle, WA 98106-1514 39015 172nd Avenue SE
Auburn, WA 98092-9763
KC Wastewater Treatment Division • Office of Archaeology & Historic
Environmental Planning Supervisor Preservation·
Ms. Shirley Marroquin Attn: Stephanie Kramer
201 S. Jackson ST, MS KSC-NR-050 PO Box 48343
Seattle, WA 98104-3855 Olympia, WA 98504-8343
City of Newcastle City of Kent
Attn: Mr. Micheal E. Nicholson Attn: Mr. Fred Satterstrom, AICP
Director of Community Development Acting Community Dev. Director
13020 SE 72nd Place 220 Fourth Avenue South
Newcastle, WA 98059 Kent, WA 98032-5895
Puget Sound Energy City of Tukwila
Municipal Liason Manager Steve Lancaster, Responsible Official
Joe Jainga 6300 Southcenter Blvd.
201 South Jackson Street KSC-TR-0431 PO Box 90868, MS: XRD-01W Tukwila, WA 98188
Seattle, WA 98104-3856 Bellevue, WA 98009-0868
Seattle Public Utilities
Real Estate Services
Title Examiner
700 Fifth Avenue, Suite 4900
PO Box 34018
Seattle, WA 98124-4018
Note: If the Notice of Application states that it is an "Optional DNS", the marked agencies and
cities will need to be sent a copy of the checklist, PMT's, and the notice of application. •
Also note, do not mail Jamey Taylor any of the notices she gets hers from the web. Only send
her the ERC Determination paperwork.
template -affidavit of service by mailing
;.
042305925309
ANDERSON RONALD E
2320 QUEEN AV NE
RENTON WA 98056
778840006002
AUSTILL WILLIAM JAMES
13045 SE 101ST ST
RENTON WA 98056
278775008008
BREHM MICHAEL ALLEN+DEBRA
2314 UNION AV NE
RENTON WA 98059
778900000507
BUNNING LARRY W
12822 SE 102ND ST
RENTON WA 98056
778840002506
CREIGHTON RUBY L
4002 NE 23RD PL
RENTON WA 98056
778840009006
DELGADO CHRISTINA A+JULIO B
13016 SE 102ND ST
RENTON WA 98056
042800004501
ENGUM MICHAEL R+ TAMMRA L
10115 128TH AV SE
RENTON WA 98056
278773016003
FRY MICHAEL J
2402 UNION AV NE
RENTON WA 98055
778840017009
GUGGENMOS STEVEN L+MICHELLE
12842 SE 102ND ST
RENTON WA 98056
778900001505
JACOBS ARLIE L+DEBBIE J
12804 SW 102ND ST
RENTON WA 98056
778840011002
ARKHIPCHUK VYACHESLAV
12843 SE 102ND ST
RENTON WA 98056
032305925300
BENNETT NICHOLAS J
2408 UNION AV NE
RENTON WA 98059
042800001507
BROWN ALAN L
3612 NE 23RD CT
RENTON WA 98056
042305912802; 042305929301
BURNHAM BRAD
9821 132ND AV SE
RENTON WA 98059
778840005004
DAHL DANIEL A
13025 SE 101ST ST
RENTON WA 98056
278775007505
DETHLEFS DAVID H+LUCILLE F
2312 UNION AV NE
RENTON WA 98059
042305906903; 042305917603
FACILITIES & OPERATIONS CTR
OFFICE OF THE EXECUTIVE DIR
300 SW 7TH ST
RENTON WA 98055
778840005509
GRANDE JOSE M+ELIZABETH
13035 SE 101ST ST
RENTON WA 98056
778840003009
HAAKENSON LORELLA A
4008 NE 23RD PL
RENTON WA 98056
778840001508
JONES DORINE J
13018 SE 101ST ST
RENTON WA 98056
278773014008
ATAYAN ARAM G+MAYAN K
4112 NE 24TH ST
RENTON WA 98059
778840004007
BRADLEY VALERIE K
10102 130TH AV SE
RENTON WA 98056
042800004006
BULOW JOHN T + RITA A
12645 SE 101ST ST
RENTON WA 98055
778840000500
CONTRERAS EDUARDO
13002 SE 101ST ST
RENTON WA 98056
778840011507
DANIELS VERONICA M
12851 SE 102ND ST
RENTON WA 98056
042800005003
DUNCAN DONALD L & MARY J
2303 QUEEN AV NE
RENTON WA 98056
778900002008
FRANKELE EDWARD J,JR.+BECKY
3701 ND 22ND PL
RENTON WA 98056
778900003006
GRIMA JOSE L+QUINTEROS BLANCA V
3715 NE 22ND PL
RENTON WA 98056
278775009006
HUYNH KATHY PHOUNG
2315 VASHON CT NE
RENTON WA 98059
042305900401; 042305922900;
042305922801
JONES WM WAYNE JR & DEBRA
PO BOX 146
RENTON WA 98057
.' I =-... J
042800002505
KARDASHEV GEORGI A
12632 SE 101ST ST
RENTON WA 98058
778840010004
LUNZ JOHN
13315 34TH AV S
TUKWILA WA 98168
778840018007
MCPHERSON LOREN M+CURRY
STEPHANIE D
12856 SE 102 ST
RENTON WA 98056
778900002503
NAPOLI ANTHONY
3707 NE 22ND PL
RENTON WA 98055
042800003503
O'BRIEN JOHN M
12639 SE 101ST ST
RENTON WA 98056
778840016506 ,-NvSu.el,-tJ:-J/I1./~
OXFORD RENNICK M+CHRISTIE L
9628 125TH PL SE
RENTON WA 98056
042305924005
PLATZ GRAYDON E & CAROLEE F
10110 128TH AV SE
RENTON WA 98056
778840001003
SORRIC GARY T
13010 SE 101ST ST
RENTON WA 98056
042305932503
TRAN TIMOTHY & HUYNH SUNNY
9821 132ND AV SE
RENTON WA 98059
042800001002
WIDSETH DAVID J
10003 128TH AV SE
RENTON WA 98056
042305932404
KING TREVOR
PO BOX 2998
RENTON WA 98056
042800003008
LYNCH G HOWARD
3601 NE 23RD CT
RENTON WA 98056
778900001000
MILLER RONALD D
12812 SE 102ND
RENTON WA 98055
778840012000
NAUSE MERLE+NORMA
12857 SE 102ND ST
RENTON WA 98056
278773015005
O'BRIEN MARY
4106 NE 24TH
RENTON WA 98056
042305931000
PARENTE CATHERINE
9121 120TH AV SE
NEWCASTLE WA 98056
042800000509
REED E B
12644 SE 101ST
RENTON WA 98055
778840017504
SPENCER RICK A+VICKI L
12850 SE 102ND ST
RENTON WA 98056
778840003504
VAN LAAK JOSEPH J
PO BOX 2637
RENTON WA 98056
778840018502
WIK TRACEE L
14101 149TH PL SE
RENTON WA 98059
778840009501
L'HEUREUX GLENN+REBECCA
10116 130TH AV SE
RENTON WA 98056
778840002001
MCCLUSKEY GWENYTH
3918 NE 23RD PL
RENTON WA 98056
278775002001
MONROE RICHARD W & DOLORES
4101 NE 24TH ST
RENTON WA 98059
278775001003
NICHOLS STEVIE & ANITA E
2320 UNION AV NE
RENTON WA 98055
278775004007
ORTIZ JOHN J+ROXANA
4113 NE 24TH ST
RENTON WA 98059
778840006507
PETERSEN TRAVIS S
13051 SE 101ST ST
RENTON WA 98056
778840004502
SIMPSON JAMES H
13017 SE 101ST ST
RENTON WA 98056
042800002000
THIMONY CONNIE M
12636 SE 101ST ST
RENTON WA 98056
042305928204
VANDERMARK DONALD D+DEBORAH
12660 SE 100TH ST
RENTON WA 98056
278775003009
WILCOXEN STANLEY A
4107 NE 24TH ST
RENTON WA 98056
NOTICE OF APPLICATION
AND PROPOSED DETERMINATION OF
NON-SIGNIFICANCE-MITIGATED (DNS-M)
DATE: January 6, 2006
LAND USE NUMBER: LUA05-144, PP, ECF
PROJECT NAME: Honey Creek East Preliminary Plat
PROJECT DESCRIPTION: Subdivision of an existing 350,658 square foot (8.05 acre) site located within the
Resideritial-8 (R-8) dwelling unit per acre zoning designation into 43 lots. The proposed lots range in size from 4,660
square feet to 14,463 square feet in area. Access to the proposed lots would be provided via a new residential access
street off of NE 23rd StreetlNE 24th Street between Queen Avenue NE and Shelton Avenue NE. The proposed residential
access street terminates in a cul-de-sac turnaround on the eastern portion of the subject site. No sensitive areas are
mapped on the subject site.
PROJECT LOCATION: NE 23rd between Queen Avenue NE & Union Avenue NE
OPTIONAL DETERMINATION OF NON-SIGNIFICANCE, MITIGATED (DNS-M): As the Lead Agency, the City of Renton
has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore, as
permitted under the RCW 43.21 C.11 0, the City of Renton is using the Optional DNS-M process to give notice that a DNS-
M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment
period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance-
Mitigated (DNS-M). A 14-day appeal period will follow the issuance of the DNS-M.
PERMIT APPLICATION DATE: December 2, 2005
NOTICE OF COMPLETE APPLICATION: January 6, 2006
APPLICANT/PROJECT CONTACT PERSON: Wayne Jones, Lakeridge Development, Inc.; Tel: (425) 228-9750;
Eml: joneswayne@qwest.net
Permits/Review Requested: Environmental (SEPA) Review, Preliminary Plat approval
Other Permits which may be required: Building, Fire, Utility, & Construction Permits
Requested Studies: Drainage Report & Traffic Study
Location where application may
be reviewed: Planning/Building/Public Works Department, Development Services
Division, Sixth Floor Renton City Hall, 1055 South Grady Way, Renton, WA
98055
PUBLIC HEARING: Public hearing is tentatively scheduled for March 7, 2006 before the Renton
Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on
the 7th floor of the new Renton City Hall located at 1055 South Grady Way.
CONSISTENCY OVERVIEW:
Zoning/Land Use:
Environmental Documents that
Evaluate the Proposed Project:
Development Regulations
Used For Project Mitigation:
The subject site is designated Residential - 8 (R-8) on the City of Renton
Comprehensive Land Use Map and Residential Single-Family (RSF) on the City's
Zoning Map.
Environmental (SEPA) Checklist
The project will be subject to the City's SEPA ordinance, RMC 4-4-030
Development Guidelines and Regulations, RMC 4-6-030 Drainage Regulations
and other applicable codes and regulations as appropriate.
I
Proposed Mitigation Measures: The following Mitigation Measures will likely be imposed on the proposed project.
These recommended Mitigation Measures address project impacts not covered
by existing codes and regulations as cited above.
The project will be required to comply with the 2001 Department of Ecology Stonnwater Management Manual for
erosion control.
The applicant will be required to pay the appropriate Transportation Mitigation Fee;
The applicant will be required to pay the appropriate Fire Mitigation Fee; and
The applicant will be required to pay the appropriate Parks Mitigation Fee.
Comments on the above application must be submitted In writing to Jill Ding, Associate Planner, Development
Services Division, 1055 South Grady Way, Renton, WA 98055, by 5:00 PM on January 20, 2006. This matter Is also
tentatively scheduled for a public hearing on March 7,2006, at 9:00 AM, Council Chambers, Seventh Floor, Renton
City Hall, 1055 South Grady Way, Renton. If you are interested in attending the hearing, please contact the Development
Services Division to ensure that the hearing has not been rescheduled at (425) 430-7282. If comments cannot be
submitted in writing by the date indicated above, you may still appear at the hearing and present your comments on the
proposal before the Hearing Examiner. I(you have questions about this proposal, or wish to be made a party of record
and receive additional information by mail, please contact the project manager. Anyone who submits written comments
will automatically become a party of record and will be notified of any decision on this project.
CONTACT PERSON: Jill K. Ding, Associate Planner; Tel: (425) 430-7219
PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION
If you would like to be made a party of record to receive further information on this proposed project, complete
this form and return to: City of Renton, Development Planning, 1055 So. Grady Way, Renton, WA 98055.
Name/File No.: Honey Creek East Preliminary PlatlLUA05-144, PP, ECF
NAME:
MAILING ADDRESS:
TELEPHONE NO.:
I
Kathy Keolker;Mayor
Wayne Jones'
Lakeridge Development, Inc .
. PO Box 146 .
Renton, WA 980S7
Subject: Honey Creek 'East Preliminary Plat
LUAOS-144,'PP, ECF
Dear Mr. Jones:
CITY ( '~.' RENTON
Plannirig/Building/Pilblic Works Department
Gregg Zhmnerman P.E., Administrator .
.' The Development Planning Section of the City' of Renton has determined that the'
,subject application is substantially complete according to submittal 'requirements and,
therefore, is accepted for ,review. Howev~r additional information is required for review .
. Please submit: . .' " ..... . . .
1. 5 copies and 1 'reduced 8 % x' 11PMT of' a revised landsca'p~ plan. The
landscape plan shows "street trees and . some addition trees: interior to the plat.
. However, the City's 'Iandscaping regulatio.ns require fwo trees ,within the front
, yard areas of planting' strips) of each'lot. Please revise t~e landscape' plan to
show two trees within the front yards or plar:lting strip of each lot (please note that
a tree located on a prbpertylinemay~norb~doublecounted)~ In addition a
minimum S-foot landscaped strip is requirad~'longthefrontages of. NE 23rd/NE
24th Streets and. Qu~een Avenue NE,<provided that if additional' right:-of-way in
excess ofS fe~tis present tlilis also 'sh i::11 I be landscaped." Please show a
landscaping detail" shqwing the vegetatiqt} proposed' within ;the S-foot strip in
addition to the progosedsfreet trees: . . .
.... ,It is tentatively sched,uled (or-consideration bythe,Envirorimental, Review:Committee on
January 31,2006. If a revisedJandscape plan is liofreGeived prior to January 20, 200S '.
, this project will be placed.on hold~ . . . , ,
," .... , ..
In addition, this matter istentalively scheduled fora-Public Hearing on March 7, 2006 at
9:00AM, Council Chambers, Seventh Floor', .Reriton' Oity Hall, 1 OSSSoLlthGrady Way,
. Reriton. The applicant or rapresentative(s) of the applicant are ~~quirecl to be present at. ",.
t~e public hearing. A copy ,of the staff report will ,be mailed to you one week before the
hearing.·'··,·,"
, .
Please contact me at (42S) ~3(j-7219 if you ha'veany questions;.
Sincerely,.
,CldJ 1{ i27}-~K.Ding '.' . '.
'. Associate Planner
: "
~ ..,...-'-,-----}-OS-s-s....,.o-uth-. -G-ra-;-dy-W...;....,...ay-~-,..R-en-t-on-, -W-'ll$-'-h-i·n..;..,gt-"'on-98-0.;..SS--....:...----~ R E N TO' N',' '
ti?). This ~aoer contains 50% ~~cled '~at~rial~ 3~%'oost consumer -,AHEAD OF THE CURVE
. ','
Kathy Keolker, Mayor
January 6,2006
Superintendent's Office
Renton School District #403
300 SW th Street -
Renton, WA 98055-2307
Subject: Honey Creek East Preliminary Plat
, _ LUA05-144,PP, ECF
CITY (p ~ RENTON
'. PlanningIBuildingIPublic WorkS Department·'
. Gregg ZimmermanP.E., Administrator
. The City of' Renton· Development Services Division has received an' application' for a 43-lot
single-family 'sLlbdivision located at NE 23rd betwe.en Queen and Union. Please see the
;, enclosed Notice of Application for further details. .
In order to proce'ss tMis application, the Development SerVices Division' needs, to know which
Renton schools' ~6uld be attended by children living in residences at theiocationindicated
above.. PleasefiU in the appropriate schools on the list below and return,this letter to my
attention,' Develppment Services Divisi6~, CitYbf :Renton, ' t055 , South Grady' Way, Renton,
Washington 98055 ,by January 20, 200~.' " " '.
Elementary' School:, ______ _'_ _____ ..:...,..---,._'_---:..-'-...:-____ ...,...-_ _'__-,--_--'---'--:"-'--'-_
MiddleSchool: _______ -,-..-...;,..._'_:.......:...~~ __ ..:.:....,,......,..~-..:.:....,--___,_---'--..:..--
High SChool: . ...:--,,...:.;... ____ --'--'--'-______ ..,---....;:,-.:.:...:.. ____ '--_~ _ _'_ __
Will thes~h'oois you have indicated', be able to handle the, jrripa~t ofthe additipnal students
estimated to corrie from theprop6sed~development?· "''Ves ' 'No' .
-. ,
. , .... "
Thank you for providing this important information. If you,h?ve'ariy questions regarding this
project, 'pleasec6ntact me at (425).430-7219.
SincerelY,
~·1itz.-·
Jill K. Ding' . U
Associate Planner, -
EneL
. ' ' -------,-,--'--'-1..:..O-55---S-:-~-uth-G-ra-dy-w-.-aY--'-R-en-to-n-, w-' ...,.~-h-in-gt~on~98-0-'55-'----'---..:.:....,--,-:..· .~ ••
~. ~iS ~rContains ~o/~ recvcted material. 300/0 Dest corisum~r , . AHEA~ OF THE CURVE
't .,
City of Renton . . . . ~~~~'NG
LAND USE P.EF.lM1T,.· DEC -22005
MASTERAPPLICATIO~ECEIVED ..
" . . .'
. P~OPERTY OWNER(S)"
'. NAME:Wn? woy"c'Jones rOG.6;-q·Jd",~
. '. E LQ~(;";'dye. Ot::l/eJo~mc;'TjIn·c~.·
ADDRESS: .. ': . '. '. . . . . ,
... " .. ·~O)j3oK I¥'
. .
CITY: .' . '1<~/?l-ol7; . WI1 '. ZIP;' .' ....
.' .?-8'o.r7.
-' .\.
TELEPHO~E NUMBER:
~2.5"~ ·~·2 1J'-.. ?ZS-O.·.
NAME: It<A,
COMPANY (ifapplicabre):
ADDRESS:.
CITY:
TelEPHONE NUMBER
C()NTACT'PERSON
NAME: Wayne JoneS and/or
DC/v;, 'c/ . C QSt::. y.
COMPANY (if applicable):
!. ,.
'. L (3# e,./'c/q~ ~cilJoh/mt::",.lIl7c>· "" ,
ADDRESS:
/:< o. /.5c7Y /'7?
CITY:
I<c.nro// WA
TELEPHONE NUMBER AND E-MAIL ADDRESS:
'7 ZS--Z Z 8'-97S-0
Jo/?~SlA/a'lrJt:; ~ QtA/~fl-, /7 e.T
Q:webfpw/devserv/fonnslplanniogfmasterapp.doc
PROJECT INFORMATION'
.. PROJ~CT OR DEVELOPME:NT:NAME: ..
·.l7ohC.!L C·~&~/{·EQS-r . . ./ ". .
PBOJECT/ADDRESS(S)1l0CATION ANO'ZIP CODe:: '.'
#E2,9'l'-hsr/ /V E ~3:/-e:/5r' .
KING.COUNT'i·ASSi:SsORi$ACCOUNT NUMaER(S): o/./Z30Y'-'72. 29" ... ' .... ,.
1/ -?ZZ8 // ~.?OOr
..
. EXISTING LAND U$E(S):' , / . +-. ·'v·o. C.CI/7 / .
PROPOSEb.LANDUS·~(S): .. '. . . . .... .. '.: .... ' .•
. ' "S/l7q~pam//G/ ~c..$/.'c/~r/.:;/ .'
. v: . . .. "":'. ..... . ...
EXISTING COMPREHENSIVE PlAN MAP DESIGNATION:
. .... S//'J9'/G h~/~,,R~$/'~~/.1hb/
.// ." .'./ . ........... ",
PROPOSED 'COMPREHENS'IVE PLAN MAP OESIGNATION '.
(ifapp.'icabI9): .. '. A/,A: .. ··:·· ... ....
EXISTINGZ<?NING: ./2:·~.g.. ; . "'.'
PROf>()SE~ ZONING (if applic$le): >V," A ~ .. ' .
SrTEAREA(inSqUarefeei):3j~~ ,s-g-/g.,OS"Q'C,
SQUARE FOOIAG'E OF PUBlIC·ROADWAYS TO BE' ..
DEDICATED: 3 8',Yt.7. FI z2..:.L· <3:j'~6 '/-.
.'
SQUARE FOOTAGE OF PRIVATE ACCESS EASEMENTS:
~22 r;'rl z:. . .'
PROPOSED RESIDENIIAL DENSITY IN UNITS PER NET
ACRE (if applicable): _' ' • c.. 0
NUMBER OF PROPOSED LOTS (if appticable):
£(3
NUMBER OF NEW DWELLING UNITS (if applicable):
~.3 .
07129/05
'. ,
: :'~ . . :
PROJECT INFORMATION (continued) r---~--------------------~------~-. r---~--~--~~~------~~~~--~~
NUMBER OF EXISTING DWELLING UNITS (if applicable): PROJECT VALUE: $I (p/ 000/000 @ 1I,'m G o·{J
. j\(o.lOq:Zj!!.;i'''.Ai~':·:' '. '., . . ·j://qT ~ e~o,..dA_9
SQUARE'js;a6rA'GEtOF PROPOSED RESIDENTIAL. IS THE SITE lOCATED IN ANY TYPE OF . BUllDING~:.(if appllcable~;.· .i\l.A.· . ENVIRONMENT ALLY CRrnCAl AREA; PLEASE INCLUDE
( 'l\" , . .' .. ' SQUARE FOOTAGE (if applicabie):
SQUARE FOOTAGE OF EXISTING. RESIDENTIAL . . '.' .
BUilDINGS !qJWMf.~N',o.r,:applicable): iV,'A' ~. 0 AQUIFERPROTECtlON AREA·ONE
·SQUARE FootAGE OF PROPOSED NON-RESIDENTIAL' a AaUIFEf:rPR()T~6TION AREA lWO . .
BUIU)INGS (if applica~I~):' '. N A . . .
SQUARE FOOTAGE OF ExiSTING NON-RESIDENTIAL
BUILDINGS i'O"R.EMAIt-J (ifapplic8bI~): None'
.Q FLOOD HAZARD'AREA . . ___ sq.·ft.
o . GEOLOGIC HAZARD . sq~ ft ..
NET FLOOR 'AREAOf'NON-RESIDENTIAL BUILD'INGS (if
applicable): II/.A; '.' .' '. :: ....... -.': . '
NUMe~R:OF EMPLQYEES. TO BEEMPl-OYED BYTHE .
. NEW PROJECT. (if: appliCable): . /V,A '
o· HABlrATCONS~~~TION __ --, sq. it
a SH()RELlNE:STREAMS: AND 'LAKES' -,-,;--' _. sq: ft. :.
o WETlANDS:· \: , ·sq.1l .
. . " ......
.' .. .' "leGAL.DESCRIPTION OF'PROPERTY' .. (Att~Ch lega. ~escriptionori$epatate·s.h~tw:ithtbe;foiiow.nglrifprrriationincIIi.d~) . . :.
SITUATEJN THE . AlE .:QUART~H·OF:SE6TION1, TOWNSHIP'. 23,' RAf\JGE S, iN,THEClTY' .'
. OF RENTON, KING bOUt-frY, WASHiN(310N.:· . . . '. . . -."
.' 'TYP~'Of 'AP;PLICATION& ·FE.ES··
~ " .' . .
': Staff willcalc~lat~'ClPpticable f~es; and. p()~t~ge::~ .X·
AFFIDAVIT:OF OWNERSHIP"
(Signature of OwnerlRepresentative)
Notaiy (Print)
~'MY appointment expires: J D -q -0 (p ,
Q:weblpw/devserv/fonnslplanninglmasterapp.doc 2 07129/05
.. ,
SUPPLEMENTAL TITLE REPORT
Page 3
Order No. 490625
EXHIBIT A
PARCEL A:
That portion of.the east half of the northeast quarter of Section 4,
Township 23 North, Range 5 East, W.M., in King County, Washington,
described as follows:
Beginning at a point on the east line of said subdivision which is
n,orth 1°55'59" east 990 feet from the southeast corner thereof;
thence north 88°19'25" west for a distance of 650 feet;
thence south 1°55'59" west for a distance of 170 feet;
thence north 88°19'25" west for a di~tance of 660.89 feet to the
west line of the subdivision;
thence north 1°36'00" east along said west line for a distance of
500 feet;
thence south 88°19'25" east for a distance of 1,313.80 feet to the
east line of said northeast quarter;
thence south 1°55'59" west for a distance of 330 feet to the point
of beginning;
EXCEPT the north 300 feet of the east 400 feet thereof,
EXCEPT the west 135.11 feet of the south 170 feet thereof;
EXCEPT the east 10 feet of the south 170 feet thereof;
EXCEPT the east 30 feet of the remainder for road;
AND EXCEPT that portion conveyed to King County by deed recorded
undeL Recording Number 20031114000579.
PARCEL B:
That portion of the southeast quarter of the northeast quarter of
Section 4, Township 23 North, Range 5 East, W.M., in King County,
Washington, described as follows:
Beginning at, the northwest corner of Lot 1, Block 1, Sierra Heights,
according to the plat thereof recorded in Volume 54 of Plats,
page 3, in King County, Washington;
thence south 1°55'59" west along the west line of said lot and its
production a distance of 170 feet;
thence north 88°19'25" west 10 feet;
thence north 1°55'59" east 170 feet;
thence south 88°19'25" east 10 feet to the point of beginning;
AND EXCEPT that portion conveyed to King County by deed recorded
under Recording Number 20031114000579.
END OF LEGAL DESCRIPTION
DATE:
TO:
FROM:
PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT
MEMORANDUM
April 28, 2005
Pre-Application File No. 05-048
Susan Fiala, Senior Planner, (425) 430-7382
SUBJECT: Honey Creek East Preliminary Plat
General: We have completed a preliminary review of the pre-application for the above-
referenced development proposal. . The following comments on development and pennitting
issues are based on the pre-application submittals made to the City of Renton by the applicant
and the codes in effect on the date of review. The applicant is cautioned that infonnation
contained in this summary may be subject to modification and/or concurrence by official
decision-makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of
Public Works, and City Council). Review comments may also need to be revised based on site
planning and other design changes required by City staff or made by the applicant. The applicant
is encouraged to review all applicable sections of the Renton Municipal Code. The Development
Regulations are available for purchase for $50.00 plus tax, from the Finance Division on the first
floor of City Hall.
NOTE: In advance of submitting the full land use application package, applicants are strongly
encouraged to bring in one copy of each application material for a pre-screening to the customer
service coupter to help ensure that the application is complete prior to making all copies.
Project Proposal: The subject property is comprised of several separate tax parcels and is
located to the west of Union Ave. NE and between SE 102nd ST and 128th Ave. SE and 130th
Ave. SE within unincorporated King County. The site is within the Honey Creek East
Annexation Area. The parcel is vacant as ,previous buildings have already been removed.
The appHcan(i~dicates that the site is 7.1 net acres. Staff referenced King County's Parcel Map
data which indicated the two parcels (0423059228 -374,616 sq. ft. and 0423059229-18,846 sq.
ft.) total a gross site area of9.03 acres.
The applicant proposes to subdivide the site into 47 lots for the eventual construction of single
family residences. (The pre-application drawing labels 48 lots).
The site is intended to be zoned to Residential 8 dulac with a Comprehensive Plan Land Use
designation of Residential Single Family (RSF), however, this is dependent on the final outcome
ofthe annexation. Once annexation is complete, please verify the correct designations.
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Honey Creek East Preliminary Plat -Prf lication Meeting
April 28, 2005
Page 2 of7
Zoning/Density Requirements: The subject property would likely be re-zoned to the
Residential - 8 dwelling units per acre (R-8) zoning designation. The density range required in
the R-8 zone would be a minimum of 4.0 to a maximum of 8.0 dwelling units per acre (dulac).
The method of calculating net density is as follows: A calculation of the number of housing units
and/or lots that would be allowed on a property after critical areas and public rights-ofway and
legally recorded private access easements are subtracted froin the gross area (gross acres minus
public streets, easements and critical areas multiplied by allowable housing units per acre).
Required critical area buffers and public and private alleys shall not be subtracted from gross
acres for the purpose of net density calculations.
The applicant did not provide a density. However based on the net site area indicated on the
submittal, if 7.1 net acres is correct after the deduction of public rights-of-way and private access
easements, 47 lots on 7.1 net acres would be a density of 6.6 dulac and 48 lots would be 6.76
dulac.
It appears the density would most likely be within the range of the minimum of 4.0 dulac to the
maximum of 8.0 dulac of the R-8 zone.
All square footages of areas to be deducted (i.e. public rights-of-way and private access
easement) must be provided at the time of formal land use application in order to accurately
determine density.
Development Standards: The R-8 zone permits one residential structure/unit per lot. Detached
accessory structures are permitted at a maximum number of two per lot at 720 s'quare feet each,
or one per lot at 1,000 square feet in size.
Minimum Lot Size, Width and Depth -The minimum lot size that would permitted in the R-8
zone is 4,500 sq. ft. for parcels greater than 1 gross acre and 5,000 sq. ft. for parcels less than 1
acre-gross.
The site is greater than one (1) acre-gross; therefore, a minimum lot size of 4,500 sq. ft. (net
area) would be required. A minimum lot width of 50 feet for interior lots and 60 feet for corner
lots, as well as a minimum lot depth of 65 feet, is also required.
Staff could not determine if the lots meet the minimum lot size requirements.
That portion of pipestem/flag lots that is less than 80 percent of the required width is not
included in the lot area calculations. There are several lots which would be considered
pipestem lots.
Lots fronting.a cul-de-sac must have a radius of 35 feet. If the radius is less than 35 feet, the lot
is a pipestem. See RMC 4-7-170 for Residential Lots - General Requirements and Minimum
Standards.
The layout of Lots 9 through 19 is not the most desirable layout and creates many pipestem
lots which in effect do not provide adequate buildable area given the lo~ standards and
setback requirements. Lots 41 through 4S should be reviewed as well as Lot 48. Staff
strongly encourages the applicant to re-design these lots.
Please provide both the gross and net square footage of each lot at the time of formal land use
application, where applicable. For the formal land use application, all lots must be fully
dimensioned to determine compliance.
Honey Creek East Preliminary. . . -Pre-Application Meeting
April 28. 2005
Page 3 of7
Building Standards -The R-8 zone would allow a maximum building coverage of 3 5% of the lot
area or 2,500 square feet, whichever is greater for lots 5,000 square feet in size or greater. Lots
less than 5,000 square feet in size would permit a maximum building coverage of 50% of the lot
area.
In the R-8 zone, building height is restricted to 30 feet and two stories. Detached accessory
structures must remain below a height of 15 feet and one-story with a gross floor area that is less
than the primary structure. Accessory structures are also included in building lot coverage
calculations.
Square footages of buildings to remain, if any, must be provided at the time of formal land use
application. Also, any buildings that are to be removed/demolished must obtain a demolition
permit and be removed and inspected prior to recording the final short plat.
The applicant has indicated all buildings on site have been removed.
Setbacks -Setbacks are the minimum distance required between the building footprint and the
property line or private access easement.
The required setbacks. are 15 ft. for the primary structure and 20 ft. for attached garages accessed
. from the front yard in the front, 20 ft. in the rear and 5 ft. on interior side yards. The side yards
along a street setback is 15 ft. for the primary structure and 20 ft. for the attached garages which
access from the side yard along a street.
All setbacks are to be shown on the formal land use application plat plan submittal, but
must be removed prior to final short plat recording. No setbacks were shown on the pre-
application submittal. All lots must show the setbacks. Staff will likely recommend as a
condition of plat approval the orientation of the yards and setback.
Access/Parking: Access to Lots 30, 31 and 48 would be via pipestem/private access easements
and all remaining lots would have direct access to public streets.
Access to Lots 30 and 31 can be via a 20 ft. wide access easement or via the creation of Lot
30 as a 20 ft. wide pipestem.
Private streets are allowed for access to six or less lots, with no more than 4 of the lots not
abutting a public right-of-way. The street is to include a minimum easement width of 26 feet
with 20 feet of paving.
Private driveways may serve a maximum of two lots and must have a minimum easement width
of20 feet with 12 feet of paving.
Each lot is··reqUired to accommodate off street parking for a minimum of two vehicles per lot. In
addition, appropriate shared maintenance and access agreement/easements will be required
between lots with shared access.
Private streets and private driveways are easements. The land area of the easement is to become
part of the abutting lots.
Addresses of lots along private streets/driveways are to be visible from the public street by
provision of a sign stating all house numbers and is to be located at the intersection of the private
street and the public street.
Honey Creek East Preliminary Plat -Pre· 'cation Meeting
April 28, 2005
Page 4 of 7
According to RMC 4-7-1S0.E.2. Linkages, including streets, sidewalks, pedestrian or bike
paths, shall be provided within and between neighborhoods.' Staff recommends that the
applicant evaluate the feasibility of providing a pedestrian path/sidewalk to access the
nearby school site.
Driveway Grades: The maximum driveway slopes can' not exceed fifteen percent (15%),
provided that driveways exceeding eight percent (8%) are to provide slotted drains at the lower
end of the driveway. If the grade exceeds 15%,.a variance from the Board of Adjustment is
required.
Landscaping and Open Space: For plats abutting non-arterial public streets, the minimum off-
site landscaping is a five (5 ft.) wide irrigated or drought resistant landscape strip provided that if
there is additional undeveloped right-of-way in excess of 5 ft., this also must be landscaped. For
plats abutting principal, minor or collector arterials, the width increases to 10ft. unless otherwise
determined by the reviewing official during the subdivision process.
Tree requirements for short plats include at least two (2) trees of a City approved species with a
minimum caliper of 1 Y2 inches per tree must be planted in the front yard or planting strip of
every lot prior to building occupancy.
A conceptual landscape plan must be provided with the formal land use application as
prepared by a registered Landscape Architect, a certified nurseryman or other certified
professional.
Sensitive Areas: The City's Critical Areas Maps do not indicate the presence of any critical
areas, however, since the site is not within the City'S jurisdiction, the maps do not reflect critical
areas. Staff recommends that the applicant verify if any critical areas such as wetlands,
steep slopes exist on site.
Environmental Review: The project will require SEPA review due to the number of lots of the
proposed plat (greater than four dwelling units). The proposal would be brought to the
Environmental Review Committee for review as it is their charge to make threshold
determinations for environmental checklists. Typically, mitigation of impacts is accomplished '
through fees related to issues such as transportation, fire and parks as well as measures to reduce
impacts to environmental elements such as soils, streams, water, etc. In this case, seasonal
construction limits may apply, or compliance with the 1998 KCSWDM or DOE manual may be
necessary.
Permit Requirements: The project would require Preliminary Plat review and Environmental
(SEPA) Review. With concurrent review of these lipplications, the process would take an
estimated time frame of 12 to 16 weeks. After the required notification period, the
Environmental Review Committee would issue a Threshold Determination for the project.
When the required two-week appeal period is completed, the project would go before the
Hearing Examiner for a recommendation to the City Council on the Preliminary Plat. The
Hearing Examiner's recommendation, as well as the decision issued by the City Council, would
be subject to two-week appeal periods.
The application fee would be $2,000 for the Preliminary Plat and Y2 of full fee for SEPA Review
(Environmental Checklist) which is dependent on project value: less than $100,000-is $200 (1/2
of $400.00 full fee) and project value over $100,000 is a $500.00 fee (1/2 of $1000.00 full fee)
Honey Creek East Preliminary , -Pre-Application Meeting
April 28, 2005
Page 50f7
plus first class postage per mailing label required for notification to surrounding property owners
within 300 feet of the site. Estimated fees for the land use applications is $2,500.00.
The applicant will be required to install a public information sign on the property. Detailed
information regarding the land use application submittal requirements is provided in the attached
handouts.
Once Preliminary Plat approval is obtained, the applicant must complete the required
improvements and dedications, as well as satisfy any conditions of the preliminary approval
before submitting for Final Plat review. The Final Plat process also requires City Council
approval. Once final approval is received, the plat may be recorded. The newly created lots may
only be sold after the plat has been recorded.
Fees: In addition to the applicable building and construction permit fees, the following
mitigation fees would be required prior to the recording of the plat.
• A Transportation Mitigation Fee based on $75 per each new average daily trip
attributable to the project; and,
• A Fire Mitigation Fee based on $488 per new single family residence
• A Parks Mitigation Fee based on $530.76 per new singlefamily residence.
A handout listing all of the City's Development related fees is included in the packet for your
reVIew.
Consistency with the Comprehensive Plan: The site would potentially be designated as
Residential Single Family (RSF) per the Comprehensive Plan Land Use Map. The proposed
preliminary plat generally appears to comply with the following objectives and policies:
Land Use Element
Objective LU-FF: Encourage re-investment and rehabilitation of existing housing, and
development of new residential plats resulting in quality neighborhoods that:
1. Are planned at urban densities and implement Growth Management targets,
2. Promote expansion and use of public transportation; and
3. Make more efficient use of urban services and infrastructure.
Policy LU-147. Net development densities should fall within a range of 4.0 to 8.0 dwelling units
per acre in Residential Single Family neighborhoods.
Policy LU-148. A minimum lot size of 5,000 square feet should be allowed on in-fill parcels of
less than one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to
4,500 square feet on parcels greater than one acre to create an incentive for aggregation of land.
The minimum lot size is not intended to set the standard for density in the designation, but to
provide flexibility in subdivision/plat design and facilitate development within the allowed
density range.
Policy LU-149. Lot size should exclude private sidewalks, easements, private road, and
driveway easements, except alley easements.
Policy LU-IS0. Required setbacks should exclude public or private legal access areas,
established through or to a lot, and parking areas.
Honey Creek East Preliminary Plat -Pre· ';cation Meeting
April 28, 2005
Page 6 of 7
Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be
sufficient to allow private open space, landscaping to provide buffers/privacy without extensive
fencing, and sufficient area for maintenance activities.
Policy LU-153. Interpret development standards to support plats designed to incorporate
vehicular and pedestrian connections between plats and neighborhoods. Small projects
composed of single parcels and/or multiple parcels of insufficient size to provide such
connections, should include future street stubs. Future street connections should be clearly
identified to notify residents of future roadway connections.
Policy LU-154. Interpret development standards to support new plats and infill project designs
incorporating street locations, lot configurations, and building envelopes that address privacy and
quality of life for existing residents.
Community Design Element
Objective CD-D: New neighborhood development patterns should be consistent with Renton's
established neighborhoods and have an interconnected road network.
Policy CD 15. Land should be subdivided into blocks sized so that walking distance are
minimized and convenient routes between destination points are points are available.
Policy CD-16. During land division, all lots should front on streets or parks. Discourage single-
tier lots with rear yards backing onto a street. '
Street Network
Objective T-A: Create a comprehensive street system that provides reasonable vehicular
circulation throughout the City while enhancing the safety and function of the local
transportation system.
Policy T-9. Streets and pedestrian paths in residential neighborhoods should be arranged as an
interconnecting network that serves local traffic and facilitates pedestrian circulation.
Policy T -13. Provide a balance between protecting neighborhoods from increased through
traffic while maintaining access to neighborhoods.
New Development
Policy CD-17. Development should be designed (e.g. building orientation, setbacks,
landscape areas and open space, parking, and outdoor activity areas) to result in a high quality
development as a primary goal, rather than to maximize'density as a first consideration.
Policy CD-1S. Projects should only be approved at the upper end of density ranges when the
following criteria are fully addressed in project level submission. '
a. Trees are retained, relocated, or planted to create sufficient vegetative cover to provide
" a landscape amenity, shade, and high quality-walking environment in an urban
context.
b. Lot size/configuration and lot coverage is sufficient to provide private
recreation/outdoor space for each resulting lot.
c. Structures can be sited so that entry, window, and door locations create and maintain
privacy on adjoining yards and buildings. Architectural and landscape design should:
Honey Creek East Preliminary, -Pre-Application Meeting
April 28. 2005
Page 7 of7
• Prevent window and door openings looking directly into another structure,
• Prevent over-reliance on fencing, or
• Prevent projections of building elements into required setbacks in a pattern that
reduces provision of light, visual separation, and/or require variances of
modification of standards.
Density may be reduced within the allowed range to bring projects into compliance with these
criteria.
Housing Element
Policy H-16. Encourage home ownership opportunities affordable to moderate Income
households
G. Variety of Housi~g Types and Regulatory Measures for Affordability
Objective H-G. Allow the construction of a variety of housing types affordable to low,
moderate, and middle-income households when site plans and subdivisions address maintaining
the quality of neighborhoods.
Policy H-40. Support projects including subdivisions and site plans incorporating innovative lot
and housing types, clustered detached houses, clustered semi-attached houses, and varied lot and
housing types within a site.
Policy H-41. Support projects that incorporate quality features, such as additional window
details, consistent architectural features on all facades, above average roofing and siding, entry
porches or trellises where innovative site or subdivision designs are permitted.
DATE:
TO: Construction Services, Fire Prevention, Economic Development,
. Plan Review, Project Planner
FROM: . Neil Watts, Development Services Division Director
SUBJECT: New Preliminary Application:. ~~~~ =w. . ...
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PREAPPNO. ____________ ~~r-+;:~lJ~.=·~u~·~·)·~~·~M~.~~.~~,~I/~:~,~ .. ~,~~--~---------'!'. " .:-:'; ,;! ... ". ',.:. :!,. ,":, ... , " .. \ ;:":':<,,:':"
. A me~ting with the applicant ha.~ been SCh~d.UI:e9,~or:;\\ ~C· . ...... . ,Thursaay,
~ 2!8~ "';' .', in one ofthe6thfl~orConference rooms. If this
meeting is scheduled at 10:00 AM, t~e MEETING MUST; BE 'CONCLUDED PRIOR TO
11 :00 AM to allowiime to prepare for the 11 :00 AM meeting.
Please review the attached.project pJ.ansprior.tc) Jhe scheduled mee~in.9. !'lith the
applicant. You will not need to do a !horough "permit level" review at this time. Note
only major issues that must be resolved prior to formal land use and/or building permit
application submittal.
. . .
Plan Reviewer assigned is ~
Please submit your written comments to '7fv\ 7~ fj"o>/a
least two (2) days before the meeting. Thank you.
!p(~~
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H:IDivision,sIDevelop.serIDev & Plan.ing\Template\Preapp2 Revised 1-05
(Planner) at
DATE:
TO:
FROM:
SUBJECT:
CITY OF RENTON
FIRE PREVENTION BUREAU
MEMORANDUM
April 11, 2005
Susan Fiala, Senior Planner .
Jim Gray. Assistant Fire Marshal ~J
Honey Creek East Preliminary Plat, SE 100th & 128th SE
Fire Department Comments:
1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of
all new single-family structures. If the building square footage exceeds
3600 square feet in area, the minimum fire flow increases to 1500 GPM
and requires two hydrants within 300 feet of the structure.
2. A fire mitigation fee of $488.00 is required for all new single-family
structures.
3. Fire Department access roadways require a minimum 20 Foot paved
roadway.
4. All building addresses shall be visible from the public street
Please feel free to contact me if you have any questions.
To:
From:
Date:
Subject:
CITY OF RENTON MEMO
PUBLIC WORKS
Susan Fiala . A 'Z A.
Mike Dotson ,lyVfltHv
.
April 27, 2005
PreApplication Review Comments PREAPP No. 05-048 -Honey Creek
East PP
NOTE ON PRELIMINARY REVIEW COMMENTS CONTAINED IN TmS MEMO:
The following comments on development and permitting issues are based on the pre-application submittals made
to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary
may be subject to modification and/or concurrence by official decision makers (e.g. Hearing Examiner, Boards of
Adjustment, Board of Public Works and City Council). Review comments may also need to be revised based on
site planning and other design changes required by the City or made by the applicant.
The following comments concern various utility and transportation issues that are associated
with development of the subject site.
WATER:
1. This project site is located in 565 Water Pressure Zone.
2. There do exist 8-inch water mains adjacent to this site (see attached map). The available
fire-flow is approximately 2000 gallons per minute. The static water pressure at the street
level is approximately 52psi.
3. All new single-family construction must have a fire hydrant capable of delivering a minimum
of 1,000 gpm and must be located within 300 feet of the structures.
4. Any existing sub-standard hydrants will need to be replaced and/or retrofitted with a quick
disconnect Storz fittings.
5. A Water System development Charge of $1 ,525 .00 per new lot is payable at time of issuance
of a construction permit.
6. A new water main, with hydrants and service lines, will be required to service the new
homes. This main will need to reconnect to the existing water system, such that there is not a
dead end main (see attached drawing).
SANITARY SEWER:
1. There do exist 8-inch sewer mains in the vicinity of the plat.
2. -Any existing or prior septic systems will be required to be abandoned in accordance with the
Department of Health regulations.
3. All plats shall provide separate side sewer stubs to each building lot prior to recording of the
short plat. No dual side sewers are allowed. Side sewer shall be a minimum 2% slope.
4. A Sewer Assessment District (East Renton) fee in the amount of $224.52/per unit (plus
interest) is due at the time a construction permit is issued.
Page 2 04/27/2005
5. This site is within the Honey Creek Sewer Assessment district. Each new lot will be
assessed $250.
6. The Sanitary Sewer System Development Charge (SDC) is $900 per single family home.
This fee is due at the time of the utility construction permit.
STREET IMPROVEMENTS:
1. Fully improved roadways with curb, gutter, sidewalk and street lighting will be required as a
condition of development. Additional right of way dedication will be required.
2. A traffic mitigation fee of $75 per additional trip generated/day is required for the site. This
fee is due at time of permit.
3. All new electrical, phone and cable services and lines must be underground. The
construction of these franchise utilities must be inspected and approved by a City of Renton
public works inspector prior to occupancy.
STORM DRAINAGE:
1. This site is located in the Honey Creek-May Creek drainage basin.
2. A conceptual drainage plan and report is required to be submitted with the formal application
for the project. The drainage plan in this area is to be designed per the 1998 King County
Surface Water Drainage Manual with Level II flow control. However, due to this area being
previously accommodated in the drainage facilities constructed for Honey Creek Ridge, there
are various options (contingent on that this property has some legal right to utilize the pond
facility; i.e. an agreement with the current owner(s)). These options included: Modify the
existing pond (if large enough) to provide flow control and water quality treatment (under.
the 1992 EcologylBank Erosion Control Standard) for the new and existing development; or:
use 1998 Surface Water Design Manual standards for this development and don't use the
existing pond. Further discussion of the options.
3. The Surface Water System Development Charges (SDC) is $715 per lot. This fee is due at
the time the utility construction permit is issued.
GENERAL COMMENTS
1. Submittal of conceptual utility plans showing all existing and proposed utilities; including
water mains, sewer mains, manholes, v,alves, hydrants, drainage facilities, drainage mains
and catch basins is required for permit review. If you have questions please call Mike
Dotson, Plan Reviewer, at 425-430-7304.
2. Permit application must include an itemized cost of construction estimate for the utility and
roadway improvements. The fee for review and inspection of these improvements is 5% of
the first $100,000 of the estimated cost; 4% ofthe next $100,000; and 3% of any additional
cost. One-half of the fee is due upon permit application.
3. The owner is responsible for securing any necessary private utility easements.
I:\Plan Review\Plan Review 2005\Honey Creek East pre-app.doc
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Honey Creek East Development Pre-App Drainage Requirements
Background: Honey Creek East Project would like to utilize the detentionlWQ facilities
canstnlcte-d-for tne-Honey-Creek-ruage Development. These facilitie-s-were oversizccn6
accommodate the future development of Honey Creek East based on the requirements of the 1990
KCS}VDM. At the time ofthe design and construction of the Honey Creek Development
(1991?), the 1990 KCSWDM drainage standards were in effect; however, the City now requires
that all development within the Honey Creek Basin meet the 1998 KCSWDM standards. To meet -
this standard for flow control and water quality treatment as it applies to the Honey Creek East
Development, the applicant has the following options:
1. Design a separate on-site system (DetentionlWater Quality) to serve only the Honey
Creek East Development per the 1998 KCSWDM Level 2 flow control standard.
2. Design a separate on-site detention (flow control) only facility to serve the Honey
Creek East Development per the 1998 KCSWD standards for Level 2 flow control
and modify the existing Honey Creek Ridge wetpond to satisfy water quality
treatment volume requirements per 1998 KCSWDM for the Honey Creek East
Development and use the 1990 KCSWDM volume requirements for the Honey Creek
Ridge Development. If the necessary, the existing Honey Creek Ridge water quality
facility could be modified to achieve the necessary water quality volume.
3. Modify the existing Honey Creek Ridge pond to provide the necessary volumes and
orifice sizes to meet the 1992 Ecology Manual Stream bank Erosion Control Standard
for both Honey Creek Ridge and Honey Creek East. The standard falls under
Minimum Requirement #5 and can be found in Section I-2.9 (pg A-I0), Volume I of
Stormwater Program Guidance Manual for the Puget Sound Basin dated July 1992
which is: _
Limit peak rate of runoff to 50% of the existing condition 2-yr, 24-hour design storm
while maintaining the existing condition peak rate for the 10-yr and 100-yr, 24-hour
design storms.
The existing pond will need to be modified to provide the required water quality
volume for the Honey Creek Ridge (based on the 1990 KCSWDM) and Honey Creek
East (Based on the 1998 KCSWDM).
Note: Any design changes to the existing pond will require geotechnical analysis and
review.
.. VELOPMENT SERVICES DIVISION DEVELOP
WAIVER OF SUBMITTAL REQUIREMENTS ('·!1YtJ~~~~%NlNG
FOR LAND USE APPLICATIONS DEC "-2 2005
R~ ..
This requirement may be waived by:
1. Property Services Section PROJECT NAME: #o"ev Ccee--':. EasT
2. Public Works Plan Review Section
3. Building Section
v
DATE: 7'''' 2 5"'-o~
4. Development Planning Section
Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls
DEVELOPMENT SERVICES DIVISI.
WAIVER OF SUBMITTAL REQ~EMENTS
FOR LAND USE APPLICATIONS
Of •
Applicant Agreement Statement 2 AND 3
Inventory of Existing Sites 2 AND 3
Lease Agreement, Draft 2 AND 3
Map of Existing Site Conditions 2 AND 3
Map of View Area 2 AND 3
Photosimulations 2 AND 3
This requirement may be waived by:
1. Property Services Section
2. Public Works Plan Review Section
3. Building Section DATE: __ '7_-_2_?~-_O_S-_____ _
4. Development Planning Section
Q:\WEB\Pw\DEVSERv\Forms\Planning\waiver.xls
DENSITY
WORKSHEET
DEvELOPMENT
CITY OF RE~~l' VG
DEC -22005'
RECEIVED
City of Renton Development Services Division
1055 South Grady ,Way-Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
1. Gross area of property: 1. 3S-a~.J' J square feet
2. Deductions: Certain areas are excluded from density calculations.
These include: '
Public streets··
Private access easements··
Critical Areas·
Total excluded area:
3. Subtract:iine 2 from line 1 for net area:
4. 'Divide Jine·3 by 43,560 for net acreage: '
5. Number of dwelling units or lots planned:
38, 7C,? square feet
-I, 2 2 ~ square feet
o ..e-square feet
2. -7' ~, /7-0-square feet
3. ,_ , 310j ,:'-I3,<p ' square feet •
4. :Z/3, acres
5. __ '1_3_, __ unitsnots
6. Divide line 5 by line 4 for net density: 6. 0 ' 0 3 = dwelling units/acre
*Critical Areas are defined as "Areas determined by the City to be not suitable for
development and which are subject to the City's Critical Areas Regulations
including very high landslide areas, protected slopes, wetlands or floodways."
Critical areas buffers are not deducted/excluded.
** Alleys (public or private) do not have to be excluded.
Q:\WEB\PW\DEVSERWorms\PJanning\density.doc Last updated: ) 110812004 1
DEVELOPMENT
PO BOX 146 RENTON, WA 98057-0146
PHONE 425-228-9750 FAX 425-228-7232
DEvelOPMENT .
CITY OF FtEf:r'1f ING
EC.~ 22005
.t" November 16, 2005 REceIVED
Laureen Nicolay, Senior Planner
Development Services
City of Renton, 6th Floor
1055 South Grady Way
Renton, WA 98055
REF: Proposed Honey Creek East Residential Subdivision
SUBJ: Project Narrative
Dear Ms. Nicolay:
On behalf of Lakeridge Development, Inc., the following is a Project Narrative for the
Proposed preliminary plat of Honey Creek East. The project narrative follows the same
format as indicated in the Preliminary Plat Submittal Requirements item #6.
• Project name, size and location of site:
The project name is: Honey Creek East -proposed preliminary plat
The size of the project is:
The Location of the site is: NE 24th St.! NE 23rd PL. between Shelton Ave N.E.
and Queen Ave N.E.
• Land use permits required for proposed project:
The following Land Use permits will be required for the proposal:
1. SEPA declaration.
2. Preliminary Plat approval from the City
3. Engineering Plan approval for the design of the roads, storm, sanitary·
sewer, water system, erosion control, grading, and street lighting.
• Zoning designation of the site and adjacent properties:
The existing Zoning designation of the site and adjacent properties is
Residential8du/ga (R-8).
• Current use of the site and any existing improvements:
The site is currently vacant. There are no existing improvements within the
site. A road bisects the property that has recently been dedicated for public
ROW.
• Special site features (i.e. wetlands, water bodies, steep slopes):
There are no known special site features within the site
• Statement addressing soil type and drainage conditions:
According to the 1973 USDA Soil Conservation Service, Soil Survey, King
County, W A, the majority of the site is underlain with Alderwood Series (AgC).
"The Alderwood Series is made up of moderately well drained soils that have a
weakly consolidated to strongly consolidated substratum at a depth of 24 to 40
inches. These soils are on uplands." The mapping also indicates that a portion
of the southern area of the site is underlain with Arents (ArnC). "Arents,
Alderwood material consists of Alderwood soils that have been so disturbed
through urbanization that they no longer can be classified with the Alderwood
series. These soils, however, have many similar features."
The existing drainage 'condition of the site is as follows:
1. The northern portion of the site drains to a low point at the central area.
When the road was constructed, there was a TESCP facility that directed
stormwater to the permanent conveyance system along NE 24th St.l NE 23rd
PL. A recent site visit indicates that outlet from the site has either been
filled with sediment or damaged by trespassing off-road vehicles.
2. The southern portion of the site drains to the south into an existing swale
and conveyance system.
The proposed future drainage condition of the site is a follows:
The northern and southern portion of the site will be graded so that the
majority of the runofffrom the lots and roads will be directed into the existing
conveyance system within the NE 24th St./ NE 23rd PL row.
• Proposed use of the property and scope of the proposed development:
The proposed use of the property is to subdivide the site into 43 single family
residential lots. At this time, Lakeridge Development, Inc intends to construct
the houses. The scope of the proposed development consists of constructing the
entire infrastructure required for a residential development.
• For plats indicate the proposed number, density and range of sixes of the
new lots:
The proposed number oflots is 43. The net proposed density is approximately 6
dwelling units/net acre. The proposed lot areas range from 4,660sf (Lot #3) to
14,463sf (Lot #43). All of the lot sizes for the proposal are shown on the
Preliminary Plat Plan sheet.
• Access:
. Access to the site will be from NE 24th St.! NE 23rd PL. This road was
constructed in the mid 90's to provide neighborhood circulation for the Honey
Creek Ridge project. NE 24th St.l NE 23rd PL was designed and constructed to
the City of Renton standards for a Collector Street.
• Proposed off-site improvements (i.e. installation of sidewalks, fire
hydrants, sewer main, etc):
For discussion purposes, it is assumed that NE 24th St.1 NE 23rd PL. is
considered as "off-site". Improvements will need to be made to this street. A
sidewalk will need to be installed on the south side of the street. Street trees
and illumination will need to be provided along the street in accordance with
City standards. The sewer main is currently installed. A water conveyance
system is currently within the road. Storm conveyance facilities are currently
within the road.
• Total estimated construction cost and estimated fair market value of the
proposed project:
It is anticipated that the construction cost for the installation of the utilities
and road improvements for the project will be approximately $500,000. When
the construction for the project is complete, the Final Plat is recorded, all
mitigation fees and utility hook-up fees are paid, it is estimated that the value of
the completed lots (based upon a conservative average value of $150,0001 lot) is
approximately $6,000,000.
• Estimated quantities and type of materials involved if any fill or
excavation is proposed:
It is impossible at this time to determine the exact amount of grading that will
be required to construct the project. However, it is anticipated that
approximately 10,000 cubic yards will be placed within the northwest and
southwest portion of the site to create suitable flat building pads and provide for
positive drainage for storm and sanitary sewer conveyance. The source of the
proposed import material is not known at this time. However, all imported
material will be suitable for road and housing construction.
When the on-site improvements are completed, the excavation for the footings
of each building will generate approximately 250 yards of material. Some of the
material will be removed, and some of the material will be retained and spread
within the areas adjacent to the buildings.
(
• Number, type and size of any trees to be removed:
A Tree Plan has been submitted with the Preliminary Plat application package
that shows the locations of the existing trees and the trees to be removed. Due
to the size of the project and the required improvements for roads, utilities, and
housing construction, the majority of the existing trees within the site will be
removed.
..•.
• Explanation "' ... any land to be dedicated to the Cit}.
NE 24th Court and the cul-de-sac on the south side ofNE 24th St.! NE 23rd PL will
be dedicated to the City upon recording of the final plat.
• Any proposed job shacks, sales trailers, and/or model homes:
There will be a job shack during the construction of the roads and utilities. The
exact location is not known at this time, however, it will more than likely be
placed within the northeastern portion of the site. When the on-site road and
utility improvements are completed and the Final Plat is recorded there will be
a job shack and sales trailer within the site. The location of these facilities is
not known at this time. The location of the model home is not known at this
time. It is my understanding that Model Homes tend to move within a project
based upon sales demand.
• Any proposed modifications being requested:
There are no proposed modifications being requested at this time.
Thank you for your consideration. ffyou have any questions, please feel free to contact
me at any time. Off (425-228-9750), Cell (206-227-8187)
Sincerely;
~~~7
David W. Casey, P.E. .
Lakeridge Development, Inc.
C:/Honey Creek East/Documents/Project Narrative U-16-05.doc
TO BE COMPLETED BY ~ ~LlCANT:
A. BACKGROUND INFORMATION:
1. Name of proposed Project, if Applicable: Honey Creek East
2. Name of Applicant: Lakeridge Development. Inc.
3. Address and phone number of applicant and contact person:
Mailing Address: P.O. Box 146. Renton WA 98057
Contact Person: David W. Casev. P.E. Telephone: 425-228-9750
{Note that all correspondence will be mailed to the applicant listed above.}
Applicant is {owner, agent, other}: Owner
4. Date Checklist prepared: October 2005
5. Agency Requesting checklist: City of Renton
6. Proposed timing or schedule {including phasing, if applicable}:
Application Submittal ...................... Fall 2005
Public Hearing .................................. Winter 2006
Engineering Submittal .................... Spring 2006
Site Grading ...................................... Summer 2006
Street & Utility Installation ............. Summer 2006
Final Recording ................................ Fall 2006
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
There are no plans for future additions or expansion, or further activity related to the
proposal.
8. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal.
The following environmental information has been prepared for the project:
• Traffic Study prepared by ON Traffic Consultants •
•
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
None Known
10. List any governmental approvals or permits that will be needed for your proposal, if known.
City of Renton Planning Depal unent
Environmental Checklist -Page 2
The following governmental approvals will be required for the proposal:
• Preliminary Plat Approval From the City of Renton.
• Engineering Road and Storm Design Approval From the City of Renton.
• Water Design Approval From the City of Renton.
• Sanitary Sewer Design Approval From the City of Renton.
• Final Plat Approval From the City of Renton.
11. Give brief, and complete description of your proposal, including the proposed uses and the
size of the project and site.
The proposal is to construct 43 single family residential lots on two separate tax
parcels within the City of Renton. An existing road (NE 24th StiNE 23rd PI.) bisects
the site in the east-west direction. NE 24th StiNE 23rd PI. has been constructed to
City of Renton Standards for a Collector Street with existing storm, water and
sewer conveyance facilities. Site plans showing the proposed lot design, road
configuration, and utilities have been submitted to the City of Renton as a part of
the Preliminary Plat Application package.
12. Location ofthe proposal. Give sufficient information for a person to understand the precise
location of your proposed project, including a street address, if any, and section, township,
and range if known. If a proposal would occur over a range of area, provide the range or
boundaries of the site(s). Provide a legal description, site plan, vicinity map, and
topographic map, if reasonably available. While you should submit any plans required by
the agency, you are· not required to duplicate maps or detailed plans submitted with any
permit applications, related to this checklist.
A copy of the proposed site plan has been submitted to the City of Renton as a
part of the of the Preliminary Plat submittal package that shows the location of the
site, and all of the pertinent information requested in this section.
City of Renton Planning Department
Environmental Checklist -Page 3
B. ENVIRONMENTAL ELEMENTS
1. EARTH
a. General description of the site (circle one): Flat, rolling, hilly, steep slopes,
mountainous, other:
The site is generally flat The highest point within the property is at the NE
corner of the property with 'an elevation of 449. The lowest point within the
property is at the SW corner of the property with an elevation of 436.6.
b. What is the steepest slope on the site (approximate percent slope)?
The steepest slope within the property is located at the southwest portion of
the site where there is a 4' rise in 60', which translates to a 7% slope. This
area is isolated.
c. What general types of soils are found on the site (for example, clay, sand, gravel,
peat, muck)? If you know the classification of agricultural soils, specify them and
note any prime farmland.
According to the 1973 USDA Soil Conservation Service, Soil Survey, King
County, WA, the majority ofthe site is underlain with Alderwood Series (AgC).
"The Alderwood Series is made up of moderately well drained soils that have a
weaklY,consolidated to strongly consolidated substratum at a depth of 24 to
40 inches. These soils are on uplands." The mapping also indicates that a
portion of the southern area of the site, is underlain with Arents (AmC).
"Arents, Alderwood material consists of Alderwood soils that have been so
disturbed through urbanization that they no longer can be classified with the
Alderwood series. These soils, however, have many similar features."
d. Are there surface indications or history of unstable soils in the immediate vicinity? If
so, describe.
None Known
e. Describe the purpose, type and approximate quantities of any filling or grading
proposed. Indicate source of fill.
It is impossible at this time to determine the exact amount of grading that will
be required to construct the project However, it is anticipated that
,approximately 10,000 cubic yards will be placed within the northwest and
southwest portion of the site to create suitable flat building pads and provide
for positive drainage for storm and sanitary sewer conveyance. The source of
the proposed import material is not known at this time. However, all imported
material will be suitable for road and housing construction.
When the on-site improvements are completed, the excavation for the footings
of each building will generate approximately 260 yards of material. Some of
the material will be removed, and some of the material will be retained and
City of Renton Planning Department
Environmental Checklist -Page 4
spread within the areas adjacent to the buildings.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally
describe.
Some erosion could occur on-site as a result of construction activities;
however, temporary erosion and· sedimentation control measures to be
approved by the City of Renton at the time of engineering plan approval will
be employed to minimize erosion impacts. All construction during the wet
season will comply with the adopted 2005 King County Surface Water Design
provisions concerning site coverage techniques. (Section 1.2.5.).
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt or buildings)?
Once the project is completed, it is anticipated that approximately 50% of the
site will be covered with impervious surfaces.
h. Proposed measures to reduce or control erosion, or other impacts to the earth, if
any.
2. AIR
During construction, the contractor will follow approved temporary erosion
and sedimentation control plan meeting City of Renton standards, KCSWDM
Section 1.2.5. Typical measures, which may be employed, include the use of
silt fences, straw bales, and temporary storm drainage features. Hydroseeding
exposed soils and cleared areas after construction will also reduce the
potential for erosion. All construction during the wet season will comply with
the City of Renton Construction Standards and the most recent version of the
KCSWDM Surface Water Design Manual concerning site coverage techniques
a. What types of emissions to the air would result from the proposal (Le., dust, automobile,
odors, and industrial wood smoke) during construction and when the project is
completed? If any, generally describe and give approximate quantities if known.
During construction, there may be some dust generated by the grading and
construction activities. There will be some emissions from the equipment used to
construct the roads, install the utilities, and paving activities. Once the residential
units are constructed, there may be emissions from furnaces, fireplaces, and
woodstoves. It should be noted that all new wood stove installation is required to
comply with State Law concerning EPA certification requirements.
b. Are there any off-site sources of emissions or odor that may affect your proposal? If so,
generally describe.
None Known
c. Proposed measures to reduce or control emissions or other impacts to air, if any.
City of Renton Planning Department
Environmental Checklist -Page 5
During construction, the contractor generally has access to a water truck to
minimize the potential for dust if the project is constructed in the dry season
3. WATER
a. Surface Water:
1) Is there any surface water body on or in the immediate vicinity of the site (including
year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe
type and provide names. If appropriate, state what stream or river it flows into.
There are no surface water bodies or streams in the immediate vicinity of the
site.
2) Will the project require any work over, in or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
No
3) Estimate the amount of fill and dredge material that would be placed in or removed from
surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material.
NA
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities, if known.
NO
5) Does the proposal lie within a 1 OO-year floodplain? If so, note location on the site plan ..
NO
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge.
None proposed
b. Ground Water:
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities, if known. .
None proposed.
2) Describe waste material that will be discharged into the ground from septiC tanks or
other sources, if any (for example: domestic sewage; industrial, containing the following
chemicals ... ; agricultural; etc.). Describe the general size ofthe system, the number of
such systems, the number of houses to be served (if applicable), or the number of
City of Renton Planning Department
Environmental Checklist -Page 6
animals or humans the system(s} are expected to serve.
A sanitary sewer system will serve the proposed residential units within the
site. Therefore, no waste material is anticipated to enter into the groundwater
upon completion of the project
c. Water Runoff (including storm water):
1} Describe the source of runoff (including storm water) and method of collection and
disposal, if any (include quantities, if known). Where will this water flow? Will this water
flow into other waters? If so, describe.
On-site storm water runoff will primarily be generated from roadways, residential
structures, and associated driveways. Storm water will be collected in catch
basins within the roadways and/or tight-lined from residential roof tops and
conveyed to' the existing conveyance system within NE 24th St / NE 23rd PI.
Stormwater is then conveyed to the existing combined water quality/detention
facility within Tract "B" of the recorded Plat of Honey Creek Ridge Division No 1.,
Volume 173 Pages 98 to 100. Stormwater leaving Tract "B" is conveyed to a
stabilized outfall adjacent to Honey Creek that is a tributary to May Creek.
2) Could waste materials enter ground or surface waters? If so, generally describe.
It is unlikely that contaminated water materials will enter the ground water
during construction activities. Materials that are illegally dumped into the
storm system could eventually migrate into surface waters.
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if
any:
Upon completion of the project, roof and footing drains will be directed to the
existing stormwater conveyance system within the internal road. The collected
stormwater from the lots, drivewals, and road will be conveyed to the existing
conveyance system along NE 24 St / NE 23rd PI. Stormwater will then be
directed to the existing combined facility within Tract "B" of Honey Creek-
Division I that was designed for the future additional runoff from the site. Slight
modifications to the Control structure will need to be made at the time of
engineering plan design to ensure thatthe facility is properly sized for the Honey
Creek East site .
4. PLANTS
a. Check or circle types of vegetation found on the site:
_X_Deciduous tree: Alder, Maple aspen, other Cottonwood
_X_Evergreen tree: Fir, Cedar, pine, other
_X_Shrubs
City of Renton Planning Department
Environmental Checklist -Page 7
_X_Grass
___ Pasture·
___ Crop or grain
)
___ Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other
___ Water plants: water lily, eelgrass, milfoil, other
___ Other types of, vegetation
b. What kind and amount of vegetation will be removed or altered?
It is anticipated that the majority of the eXisting trees within the site will be
removed for the construction of the roads, utilities, and residences.
c. List threatened or endangered species known to be on or near the site.
There are no known threatened or endangered species within the site.
d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
The new residential units will be landscaped. The landscaping will provide
lawns, shrubs, and ornamental trees.
5. ANIMALS
a. Circle any birds and animals which have been observed on or near the
I site or are known to be on or near the site:
Birds: hawk, heron, eagle, songbirds, other: ________ _
Mammals: deer, bear, elk, beaver, other: __ .:S""'a.::u..,.,ir.:.;:re::.:;ls=--________ _
Fish: bass, salmon, trout, herring, shellfish, other: ______ _
b. List any threatened or endangered species known to be on or near the site.
There are no known threatened or endangered species within the site.
c. Is the site part of a migration route? If so, explain.
None Known
d. Proposed measures to preserve or enhance wildlife, if any:
City of Renton Planning Department
Environmental Checklist -Page 8
None Proposed
6. ENERGY AND NATURAL RESOURCES
a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet
the completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
The energy needs of the project will be met using electrical energy, and natural
gas. Electrical energy will be the primary source of power serving the needs of
the project and natural gas will be made available for the purpose of heating and
other needs associated with residential living.
b. Would your project affect the potential use of solar energy by adjacent properties? If
so, generally describe.
NO
c. What kinds of energy conservation features are included in the plans of this proposal?
List other proposed measures to redUce or control energy impacts, if any: '
The residential buildings that will be constructed as a result of this project will
meet or exceed the applicable single-family residential energy
conservation/consumption requirements in the City of Renton and the Uniform
Building Codes. (International Code)
7. ENVIRONMENTAL HEALTH
a. Are,there any environmental health hazards, including exposure to toxic chemicals,
risk of fire and explosion, spill, or hazardous waste, which could occur as a result of this
proposal? If so, describe.
It is unlikely under normal working conditions that environmental health hazards
would be encountered. All project-related construction will be in compliance
with current, local, city, state and federal laws.
1) Describe special emergency services that might be required.
In the event that environmental health hazards are encountered or occur during
construction, all appropriate precautionary measures will be employed. The
existing resources of the Renton Fire Department would address any emergency
situation that could occur as a result of the construction activities associated
with the proposal.
2) Proposed measures to reduce or control environmental health hazards, if any:
State regulations regarding safety and the handling of hazardous materials will
be followed during the construction process. Equipment refueling areas would
be located in areas where a spill could be quickly contained and where the risk
of hazardous materials entering surface water is minimized. On-site management
City of Renton.Planning Department
Environmental Checklist -Page 9
will be equipped with mobile communications. equipment at all times to contact
emergency services in the event of an incident.
b. Noise
1) What types of noise exist in the area, which may affect your project (for example: traffic,
equipment operation, other)?
The only known noise in the area consists of existing traffic along NE 24th St I NE
23rd PI. and the elementary school to the north of the site.
2} What types and levels of noise would be created by or associated with the project on a
short-term or a long-term basis (for example: traffic, construction,· operation, other)?
Indicate what hours noise would come from the site.
In the short term, there will be noise associated with construction equipment that
is used to build roads, install utilities, and construct the new residences. The
allowable hours of noise generated from the site during construction will be
based upon the City code governing construction hours. These hours ar~
generally required to be placed on the plans prior to engineering plan approval.
3} Proposed measures to reduce or control noise impacts, if any:
The construction noise will be limited to the hours allowed by the City of Renton
noise ordinances. Construction hours will be indicated on the engineering plan
set and on the building permits.
8. LAND AND SHORELINE USE
a. What is the current use of the site and adjacent properties?
The site is currently vacant The property is mostly covered with grass with
some scattered trees. Most of the trees are along the western portion of the
property. There is an elementary school to the north of the site and .single-family
residential homes to the east, west, and south of the site.
b. Has the site been used for agriculture? If so, describe.
Not Known
c. Describe any structures on the site.
There are no existing structures within the site.
d. Will any structures be demolished? If so, what?
N.A.
e. What is the current zoning classification of the site?
City of Renton Planning Department
Environmental Checklist -Page 10
The current zoning classification of the site is Residential 8 du/ga (R-8).
f. What is the current comprehensive plan designation of the site?
The current Comprehensive Plan Land Use Designation of the site is Residential
Single Family (RSF) .
g. If applicable, what is the current shoreline master program designation of the site?
N.A.
h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
No known part of the site has been classified as "environmentally sensitive".
i. Approximately how many people would reside or work in the completed project?
Assuming the value of 2.5 persons per new residence (43 residences), it is
anticipated that approximately 108 people will reside in the completed project
j. Approximately how many people would the completed project displace?
None
k. Proposed measures to avoid or reduce displacement impacts, if any:
N.A.
I. Proposed measures to ensure the proposal is compatible with existing and projected
land uses and plans, if any.
The project will be developed in accordance with applicable City of Renton
development and land use codes to ensure the project is consistent with the
goals and policies of the Comprehensive Plan.
9. HOUSING
a. Approximately how many units would be provided, if any? Indicate whether high,
middle, or low income housing.
The proposal will provide 43 single family residential units of middle-income
housing.
b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low income housing.
None
c. Proposed measures to reduce or control housing impacts, if any.
City of Renton Planning Department
Environmental Checklist -Page 11
Adherence to the comprehensive plan and growth management planning goals
of the City would ensure that housing development is consistent with those
policies stated in the applicable land use plan.
10. AESTHETICS
a. What is the tallest height of any proposed structure(s), not including antennas; what is
the principal exterior building material(s) proposed?
All of the structures to be built on the site will conform to the City of Renton
development regulations and be limited to a height of 30 feet as required for the
R-8 zone. The exterior materials will more than likely be Hardy Plank or an
equivalent material.
b. What views in the immediate vicinity would be altered or obstructed?
Due to the fact that the site is generally flat, no known views would be altered or
obstructed except for the adjacent properties that will upon completion of the
project, be looking at residential dwelling units rather than existing undeveloped
property.
c. Proposed measures to reduce or control aesthetic impacts, if any.
None proposed other than the incorporation of landscaping within the individual
lots, the provision for street trees along the roads, and any landscape buffers
that may be required by the City for the project
11. LIGHT AND GLARE
a. What type of light or glare will the proposals produce? What time of day would it mainly
occur?
Light and glare from the completed project is anticipated to be that typically
generated by single-family residences, mainly occurring during the evening
hours, and be associated with vehicle headlights, streetlights and residential
unit lighting.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No
c. What existing off-site sources of light or glare may affect your proposal?
There are no significant off-site sources of light that may affect the proposal.
d. Proposed measures to reduce or control light and glare impacts, if any.
None. proposed.
12. RECREATION
City of Renton Planning Department
Environmental Checklist -Page 12
a. What designated and informal recreational opportunities are in the immediate vicinity?
The nearest designated recreational facility in the vicinity of the site is Sierra
Heights Park. Sierra Heights Park is located on the north side of S.E. 100th St.
approximately 250' to the west of the southwest corner of proposed lot 33.
Sierra Heights Park isa passive recreation area that is forested with mature Doug
Fir Trees. The park contains a Parcourse Fitness Circuit that consists of walking
trails, jogging trails and exercise stations.
b. Would the proposed project displace any existing recreational uses? If so, describe.
None known
c. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any.
The proposal as presented is to pay a Parks mitigation fee. to the City of Renton
Parks Department. At the time of the pre-application meeting, the fee is 530.76
per new single family residence. Based upon 43 lots, the total mitigation fee to be
paid to the City will be $22,822.68
13. HISTORIC AND CULTURAL PRESERVATION
a. . Are there any places or objects listed on, or proposed for, national, state or local
preservation registers known to be on or next to the site? If so, generally describe.
None Known
b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or
cultural importance known to be on or next to the site.
To the best of our knowledge, there are no landmarks or evidence of any
significant historic, archaeological, scientific or cultural resources known to be
on or next to the site.
c. Proposed measures to reduce or control impacts, if any.
If any such historic or cultural evidence is encountered during construction or
installation of improvements, work would be halted in the ·area and a state-
approved archaeologist/historian would be engaged to investigate, evaluate
and/or move or curate such resources, as appropriate.
14. TRANSPORTATION
a. Identify public streets and highways serving the site, and describe proposed access to
the existing street system. Show on site plans, if any.
The existing NE 24th St / NE 23rd PI. road that was constructed as a part of the
Honey Creek off-site traffic mitigation design will provide the primary access to
the site. NE 24th Ct. will provide access to lots within the northern portion of the
site. The proposed roads to be constructed are shown on the Preliminary Plat
City of Renton Planning Department
Environmental Checklist -Page 13
plan sheet submitted with the preliminary plat application package.
b.· Is site currer:ltly served by public transit? If not, what is the approximate distance to the
nearest transit stop?
The site is not currently served by public transit. There is an existing Bus Stop
location at the NW corner of the NE 23rd PI/Union Ave SE intersection. The Metro
Bus Route is #114. The distance from the site to the bus stop location is
approximately 300'.
c. How many parking spaces would the completed project have? How many would the .
project eliminate?
No existing parking spaces will be eliminated. The proposed project will
provide 2 parking spaces in garages & 2 parking spaces/unit in the private
driveways.
d. Will the proposal require any new roads or streets, or improvements to existing roads or
streets, not including driveways? If so, generally describe (indicate whether public or
private).
The proposal will require the construction and dedication of NE 24th Court and
the construction and dedication ofthe proposed Cul-de-sac on the south side of
NE 24th Stl NE 23rd PI. The location ofthe new road dedications is shown on the
preliminary plat plan sheet Some improvements will be required for the existing
NE 24th St / NE 23rd PI. road to provide for SS stubs, water services, and driveway.
cuts. All of the required improvements will be constructed or bonded prior to the
recording of the subdivision.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe.
No
f. How many vehicular trips per day would be generated by the completed project? If
known, indicate when peak volumes would occur.
Based upon a standard model of 10 trips per household per day, the
completed project will generate approximately 430 vehicular trips per day.
g. Proposed measures to reduce or control transportation impacts, if any.
The applicant will .be required to pay a Transportation Mitigation Fee based on
$75.0 per each new average daily trip attributable to the project Hour Trip.
15. PUBLIC SERVICES .
a. Would the project result in an increased need for public services (for example: fire
protection, police protection, health care, schools, other)? If so, generally describe.
,a '"
City of Renton Planning Department
Environmental Checklist -Page 14
The completed project would result in an increased need for police and fire
protection as well as emergency medical service.
b. Proposed measures to reduce or control direct impacts on public services, if any.
The project will be designed and constructed with adequate water pressure,
properly located fire hydrants and roadways constructed to allow adequate
access for fire, medic and police protection vehicles. Increased property
valuation will result in increased taxes generated to support public services.
The City of Renton will require a Fire Mitigation fee based upon $488 per new
single-family residence. The total Fire Mitigation fee for the project (43 lots) will
be. $20~984.0.
16. UTILITIES
a. Electricity, Natural Gas, Water, Telephone, Sanitary Sewer, Septic System, Refuse Service,
Other
b. Describe the utilities that are proposed for the project, the utilities providing the service
and the general construction activities on the site or in the immediate vicinity, which
might be needed.
Water System:
Sanitary Sewer System:
Storm Water:
Electricity:
Natural Gas:
Telephone:
Refuse Service: .
C. SIGNATURE
City of Renton
City of Renton
City of Renton
Puget Sound Energy
Puget Sound Energy
Qwest
Robanco
I, the undersigned, state that to the best of my knowledge the above information is true and
complete. It is understood that the lead agency may withdraw any declaration of non-significance
that it might issue in reliance upon this checklist should there be any willful misrepresentation or
willful lack of full disclosure on my part.
Proponent:: &"..,;/ V ~
Name Printed: Ot3v/e:! ~s~C/ .,
.-bate: Tr-/(;-o.>··
November 16, 2005
LAKERIDGE
DEVELOPMENT
PO BOX 146 RENTON, WA 98057-0146
PHONE 425-228-9750 FAX 425-228-7232
Laureen Nicolay, Senior Planner
Development Services
City of Renton, 6th Floor
1055 South Grady Way
Renton, WA 98055
REF: Proposed Honey Creek East Residential Subdivision
SUBJ: Construction Mitigation Description
Dear Ms. Nicolay:
OEvaOPME .
erN OF~t~~N NG
,,-2 2005
RECEIVED
On behalf of Lakeridge Development, Inc., the following is a Construction Mitigation
Description for the Proposed preliminary plat of Honey Creek East. The Construction
Mitigation Description follows the same format as indicated in the Preliminary Plat
Submittal Requirements item #7.
• Proposed construction dates (begin and en4 dates):
The proposed construction dates cannot be determined at this time. It is
anticipated that on-site construction will begin in the spring/summer of 2006,
and end in the fall of 2006. .
• Hours and days of operation:
When the City approves the Engineering plans, construction will begin for the
on-site utility and road construction. The days of operation are anticipated to
be Monday through Friday. The hours of operation are anticipated to be
7:00AM to 3:30PM. There may be some extended days and hours of work during
the construction phase of the project. It should be noted that all hours and days
of operation would be within the allowable limits of the City of Renton code.
• Proposed hauling/transportation routes:
The proposed hauling/transportation route will be from Union Ave NE then
turning west on NE 23rd Pl., which then enters the site. Union Ave. NE is a
major road that connects to Sunset (SR900). It is impossible to defme the exact .
hauling route for the fill materials to be imported at this time, as the source
location of the material to be used cannot be determined until the engineering
plans are approved.
. -..
• Measures to be implemented to minimize dust, traffic and transportation
impacts, erosion, mud, noise, and other noxious characteristics:
If the site is constructed in the dry season, the contractor will have access to a
water truck to be used for minimizing Dust.
Due to the size of the site and the required improvements to be installed, it is
anticipated that Traffic and Transportation impacts will be negligible. The
engineering design of the project will contain a separate Traffic Control plan
sheet that shows alternate routes to be used when NE 24th StiNE 23nl PI. is to be
closed for utility installation and for the paving overlay prior to the completion
of the construction activities.
Erosion and Mud will minimized through the design of a Temporary Erosion
and Sediment Control Plan (TESCP) that will be a part of the engineering plan
set that will be reviewed and approved by the City of Renton prior to the
beginning of construction. The TESCP plan will provide for interceptor swales,
rock construction entrance(s), sediment traps, and other methods as required
by the 2005 KCSWDM to minimize any erosion impacts during the construction
of the infrastructure and residential units.
There are no known Noise issues associated with the proposal that are not
comnion and allowable during the construction of a single-family residential
project. Therefore, no noise mitigation measures are proposed.
• Preliminary traffic control plan:
There is no Preliminary traffic control plan for the following reasons:
At some time during the construction of the on-site utilities and road
improvements, NE 24th StiNE 23nl PI. (within the site) will need to be closed for
the installation of the side sewers, water services, and curb cuts for driveways.
It is not known if the closure will be for the entire road or for a portion of the
road. The engineering plan set, to be reviewed and approved by the City, prior
to construction, will include a traffic control plan sheet that addresses this
issue.
It is anticipated that NE 24th StiNE 23nl PI. will need a pavement overlay prior
to the completion of the construction activities. The street will need to be closed
for this work. The engineering plan set, to be reviewed and approved by the
City, prior to construction, will include a traffic control plan sheet that
addresses this issue.
Thank you for your consideration. If you have any questions, please feel free to contact
me at any time. Off (425-228-9750), Cell (206-227-8187)
Sincerely;
S!J~V7
David W. Casey, P.E.
Lakeridge Development, Inc.
C:/Honey Creek East/Documents/Construction l\4itigation 11-16-05.doc
:;/
PLAT NAME RESERVATION CERTIFICATE
TO: DAVID W CASEY P.E.
P.O. BOX 146
RENTON, WA 98057
PLAT RESERVATION EFFECTIVE DATE: November 15,2005
The plat name, HONEY CREEK EAST has been reserved for future use by LAKERIDGE DEVELOPMENT INC ..
I certify that I have checked the records of previously issued and reserved plat names. The requested name has not
been previously used in King County nor is it currently reserved by any party.
This reservation will expire November 15, 2006, one year from today. It may be renewed one year at a time. If the plat
has not been recorded or the reservation renewed by the above date it will be deleted.
Deputy Auditor
. "~::
. t l'~' ," r,
®
King County
Records and Elections Division
Recorder's Office
Department ofInformation
and Adminislrative Services
King County Administration Building
500 Fourth Avenue, Room 311
Scattle, WA 98104-2337
(206) 296-1570
(206) 296-0109 IDn
(206) 205-83." FAX
Plat and Condominium Name Reservation Request
Please NOTE: There is a $50.00 fee for this transaction
Reservation Type:
... PLAT
Cl CONDOMINIUM
Name Reserved:
Reserved by:
Contact:
Telephone: -9'25--2 2f/'-?7.s-0 Ct!!// 2B~-227-9'/?Z
Address: gO,80K/¥~
City, State, Zip:
Section: __ 'tL--__ Township: 23 IV Range: S-E
Quarter: Quarter: _~/\:....::..../=E=--______ _
Comments:
Signed: ~ ~:?t/. ~
This name reservation will expire one year from the date . s request IS filed WIth the
KING COUNTY RECORDERS OFFICE.
(Developer)
If the condominium or plat has not been declared within this time, and reservation of this name is still
desired, a new NAME RESERVATION REQUEST must be· filed.
The fee for Plat and Condo Name Reservations iii $50.00 per KCO 2.12.120D
FOR RECORDERS USE ONLtQ~ n
Approved: --'-i-r.----fJ'-'~:::..----=----
Date Filed: 1-, -O£
Date Reservation Expires: 11-(5 -06
Sent to Assessor's: (Records)
_____ (Assessor)
";".
WHEN ~ECORDED RETURN TO:
lakeridge Development, Inc.
P.O. Box 146
Renton, VVA 98057
Document: C .C. & R's
Reference No: nla
Grantor: Lakeridge Development, Inc.
Grantee: nla
Legal Description: Lots 1-43 Honey Creek East
rec. no. xxxxxxxx
Tax Acct. No.: XXXXXXXX
DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS, AND EASEMENTS FOR HONEY
CREEK EAST
TIllS DECLARATION is made on this xxxxth day ofxxxxx by the undersigned
("Declarant") who is the owner of certain real property situated in the State of Washington, Lots
1 through 43 inclusive of the Plat of Honey Creek East, according to Plat thereof recorded in
Volume xxx of Plats, pages xxx, records of King County. Recording No. xxxxxxxx
; DESCRIPTION OF DECLARATION
Declarant desires to develop Honey Creek East as a residential community. Declarant also
desires to provide for the maintenance of landscaping, fencing, and related items, and to provide
for the preservation of the natural values in Honey Creek East.
This Declaration establishes a plan for the private ownership of lots and the buildings constructed
thereon, for the dedication of certain areas to municipal corporations, and for the beneficial
maintenance through a nonprofit corporation of all the remaining land and related easements,
hereafter defined and referred to as the "Common Areas." The nonprofit corporation is the
Honey Creek East Homeowners Association (association"), to which shall be delegated and
assigned the duties and powerS of maintaining and administering the Common Areas,
administering and enforcing these covenants, conditions, and restrictions, and collecting and
disbursing the assessments and charges hereinafter created .
. NOW, THEREFORE, Declarant hereby covenants, agrees, and declares that all of Honey Creek
East, as defmed herein, and the buildings and structures hereafter constructed thereon are, ~d
will be, held, sold, and conveyed of which are for the purpose of enhancing and protecting the
value, desirability, and attractiveness of Honey Creek East for the benefit of the Owners thereof,
their heirs, successors, grantees, and assigns. All provisions of this Declaration shall be binding
upon all parties having or acquiring any right, title, or interest in Honey Creek East or any part
thereof, and shall inure to the benefit of the Owners thereof and to the benefit of the Association
and are intended to be and shall in all respects be regarded as covenants running with the land.
ARTICLE 1 -DEFINITIONS
Section 1.1 -Architectural Control Committee
"Architectural Control Committee" shall mean and refer to the duly appointed Committee of the
Association as further described in Section 2.7 and as sometimes referred to herein as the
"Committee. "
Section 1.2 -Association
"Association" shall mean and refer to the Honey Creek East Homeowners Association, a
Washington nonprofit corporation, its successors and assigns.
Section 1.3 -Association Action
"Association Action" (ACE) shall mean and refer to a written corporate action of the Association
in the form of either a bylaw or resolution duly passed by either the Board or the Owners.
Section 1.4 -Board
"Board" shall mean and refer to the board of directors of the Association.
Section 1.5 -Building Setback Line
"Building Setback Line" shall mean and refer to the various lines designated as "BSBL" on the
face of the final plat, short plat, or other analogous recorded plan or map, beyond which no
structures, filling, grading or other obstructions are permitted as set forth in Section 5.2 hereof.
Section 1.6 -Common Areas
"Common Areas" shall mean and refer to all easements, and Tracts and any improvements
thereto that are owned or maintained by the Association, for the benefit of the Lot Owners, and
subjected to this Declaration by an appropriate recording. Tracts reserved for access to a
particular Lot or Lots and not owned by the Association shall not be considered part of the
Common Areas. The Common Areas in Honey Creek East are listed in Exhibit "A" which is
attached hereto and incorporated herein by this reference. The Declarant may add to the Common
Areas during the Development Period by recording an amendment to this Declaration or by
recording a Supplementary Declaration.
Section 1.7 -Declarant
"Declarant" shall mean and refer to LAKERIDGE DEVELOPMENT, INC. , a Washington
corporation, its successors and assigns if such successors or assigns should acquire all or
substantially all of the then undeveloped portions of Honey Creek East from Declarant for the
purpose of development ( excluding Participating Builders).
Section 1.8 -Declaration
"Declaration" shall mean and refer to this instrument, as the same may be supplemented or
amended from time to time.
Section 1.9 -Development Period
"Development Period" shall mean and refer to that period oftime beginning on the date of this
Declaration and ending whenever any of the following first occurs:
(I) 4 years from the date hereof; or
(ii) upon receipt of written notice from Declarant to the Association in which Declarant
elects to terminate the Development Period.
Section 1.10 -Governing Documents
"Governing Documents" shall mean and refer to this Declaration, Supplementary Declarations,
and the Articles of Incorporation, Bylaws of the Association, rules and regulations, and rules and
procedures of the Architectural Control Committee as any of the foregoing may be amended from
. time to time.
Section 1.11 -Honey Creek East
"Honey Creek East" shall mean and refer to ,that certain real property known as "The Recorded
Plat of Honey Creek East" which is legally described herein, and such additions thereto as may
hereafter be brought within the terms and conditions hereof by an appropriate recording.
Section 1~12 -Lot
"Lot" shall mean and refer to any legally segmented and alienable portion of Honey Creek East
created through subdivision or any other legal process for dividing land and subjected to this
Declaration by an appropriate recording, with the exception of dedicated rights of way and Tracts
designated as Common Areas or reserved for access to a particular Lot or Lots.
Section 1.13 -Mortgage
"Mortgage" shall mean and refer to any recorded mortgage or deed of trust encumbering one or
more of the Lots. "First Mortgage" shall mean and refer to a Mortgage with priority over other
Mortgages. "Mortgagee" shall mean and refer to the holder or beneficiary of any Mortgage and
shall not be limited to Institutional Mortgagees. As used herein, the term "Institutional
Mortgagee" or "Institutional Holder" shall include banks, trust companies, insurance companies,
mortgage companies, mortgage insurance companies, savings and loan associations, trusts,
mutual savings banks, credit unions, pension funds, Federal National Mortgage Association
Federal Home Loan Mortgage Corporation, all corporations, and any agency or department of the
United States Government or of any state or municipal government.
Section 1.14 (a) -Tree Protection Easement
Maintenance of any tree noted for protection on the face of the recorded plat of Honey Creek East
shall become the perpetual responsibility of the Lot or Lots upon which the tree is noted.
Removal of any tree so noted shall require approval of the Homeowners Association and the
Director of Public works for the City of Renton.
Section 1.14 (b) -Street Trees and Landscaping
Street Trees are required within the plat of Honey Creek East. The trees shall be a minimum of
xxx in caliper at time of planting and shall be located within the first xxx feet of the lots and
shall have an average spacing of xxx feet and shall not conflict with utilities and driveways. It I shall be the responsibility of Homeowners Association to maintain and-'replace the street trees as
required.
Section 1.15 _. Owner
"Owner" shall mean and refer to the record owner (whether one or more persons or entities) ofa
fee interest In any Lot, including the Declarant and Participating Builders but excluding
Mortgagees or other persons or entities having such interest merely as. security for the
performance of any obligation.
Section 1.16 -Participating Builder
"Participating Builder" shall mean and refer to a person or entity that acquires a portion of Honey
Creek East for the purpose of improving such portion for resale to individual Owners or for self
occupation.
Section 1.17 -Phase
"Phase" shall mean and refer to any portion of Honey Creek East that is made subject to this
Declaration. There are no future phases anticipated.
Section 1.18 -Single Family
"Single Family" shall mean and refer to a single housekeeping unit that includes not more than 4
adults who are legally unrelated.
Section 1.19 -Supplementary Declaration
"Supplementary Declaration" shall mean and refer to any recorded declaration of covenants,
conditions, restrictions and easements which extends the provisions of this Declaration to a
Phase.
Section 1.20 -Tract
"Tmct" shall mean and refer to any legally segmented and alienable portion of Honey Creek East
created through subdivision or any other legal process for dividing land and subjected to this
Declaration by an appropriate recording, with the exception of Lots and dedicated rights of way.
Section 1.20 -Governing Jurisdiction
Governing Jurisdiction shall mean and refer to City of Renton, an incorporated City, or other
municipal agency with jurisdiction over the Plat of Honey Creek East.
ARTICLE 2 -Honey Creek East HOMEOWNERS ASSOCIATION
Section 2.1 -Description of Association
The Association is a nonprofit corporation vested with the powers prescribed by law and set forth .
in the Governing Documents, as they organized and existing under the Laws of the State of
Washington charged with the duties and may be amended from time to time; provided, however,
that no Governing Documents other than this Declaration shall for any reason be amended or·
otherwise changed or interpreted so as to be inconsistent with this Declaration.
Section 2.1 A -Description of Determination Period
Declarant retains the right to control the Association until such time as Declarant deems
appropriate, in its sole discretion, but no later than the time when ninety-five percent (95%) of
the Lots have been sold and closed in all phases of the proposed 43 lot development.
·f
Section 2.2 -Association Board
During the Development Period the Declarant shall manage the Association and shall have all the ,
powers of the Board set forth herein. The Declarant may, from time to time, select a temporary
board of not fewer than 3 persons who need not be Owners to manage the Association during the
Development Period. The temporary board shall have the full authority to manage the
Association under the Governing Documents and shall be subject to all provisions of the
Governing Documents; provided that, after selecting a temporary board, Declarant may at any
time terminate the temporary board and reassume its management authority under this Section
2.2 or select a new temporary board. Upon termination of the Development Period, the terms of
the temporary Board selected by the Declarant, if any, shall terminate and the Board shall manage
the Association as provided herein. The Board shall be elected from among the Owners, as
provided in the Bylaws of the Association. The Board shall elect officers of the Association
from among the Board members, which shall include a president who shall preside over meetings
of the Board and meetings of the Association.
Section 2.3 -Votes Appurtenant to Lots
EvelY Owner shall be a member of the Association and shall be entitled to cast one vote in the
Association for each Lot owned. A vote shall be appurtenant to and held and owned in the same
manner as the beneficial fee interest in the Lot to which it relates. A vote shall not be separated
from ownership of the Lot to which it relates; provided, however, that when more than one entity
holds the beneficial fee interest in any Lot, the vote therefor shall be cast as the Owners among
themselves determine, but in no event shall more than one vote be cast with respect to any Lot;
and if the several Owners of a Lot are unable to agree as to the casting of their vote, such vote
shall not be counted. If a Lot is further subdivided as provided in Section 5.1 hereof, the Owner
of each additional Lot created shall be entitled to one vote in the Association for each Lot owned.
Section 2.4 -Initial Number of Votes; Additional Phases
From the commencement of the existence of the Association" there shall be a total of 43
outstanding votes in the Association. During the Development Period, the Declarant shall be
entitled to cast 43 votes.
Section 2.5 -Owner's Compliance with Governing Documents
By acceptance ofa deed to a Lot, (recording ofa real estate contract conveying title to a Lot), or
any other means of acquisition of an ownership interest, the Owner thereof covenants and agrees,
on behalf of himself and his heirs, successors, and assigns, to observe and comply with all terms
of the Governing Documents and all rules and regulations duly promulgated pursuant to
Association Action.
Section 2.6 -Rules and Regulations
The Board on behalf of the Association shall have the power to adopt, modify, and amend rules
and regulations governing the use of Honey Creek East, provided that such rules and regulations
shall not be inconsistent with this Declaration. The rules and regulations shall apply uniformly to
all Owners, except as specifically provided herein. The Board shall have the power to enforce
the rules and regulations on behalf of the Association and may prescribe penalties for the
violation of such rules and regulations, including but not limited to suspension of the right to use
the Common Areas or portions thereof. Any such rules and regulations shall become effective 30
days after promulgation and shall be mailed to all Owners prior to their effective date. A copy of
the rules and regulations then in force shall be retained by the secretary of the Association. The
Declarant on behalf of the Board may adopt the initial rules and regulations.
Section 2.7 -Architectural Control Committee
During the Development Period, the Declarant or a Representative appointed by the Declarant
shall act as the Architectural Control Committee. After termination of the Development Period,
the Board shall appoint members to the Architectural Control Committee. One member of the
Committee shall be appointed for a term of one (1) year, one member shall be appointed for a
term of two (2) years, and the third member shall be appointed for a term of three (3) years.
Thereafter, members of the Committee shall be appointed for three-year terms.
Section 2.7.1-Jurisdiction and Purpose
The Committee shall review proposed plans and specifications for construction of all residences
and other structures within Honey Creek East, and including any additions, exterior alterations,
landscaping, ~learing, painting and excavation. The Owner shall submit architectural and
landscaping plans and specifications to the Committee for its review, together with a site plan for
the Lot, including locatiot:l and type of fencing.
Section 2.7.2 -Approval Procedures
An application for approval must be submitted in writing by the Owner to the Committee at the
registered office of the Association. The Committee shall review the application in accordance
with the provisions of this Section 2.7 as soon as possible after a complete application has been
filed. The decision of a majority of the members of the Committee shall be the decision of the
Committee .. One copy of approved plans will remain in the Committee's files. All disapproved
plans will be returned to the Owner.
Section 2.7.3 -Failure ofCommitte~ to Take Action
Except as provided in Section 2.7.5 below, in the event that the Committee fails to respond to an
Owner's complete and properly submitted application within twenty (20) days after the
Committee has notified the Owner that the application is complete, formal written approval will
not be required, and the provisions for approval shall be deemed to have been fully complied
with, provided that the minimum requirements as set forth herein have been met.
Section 2.7.4 -Committee's Obligation
The Committee, in its deliberations and in the discharge of its obligations hereunder, shall act
objectively and fairly in making decisions concerning various plans, specifications, plot plans
and landscape plans submitted to it by various Owners for consideration in accordance with the
provisions of this Declaration. Further, the determinations of the Committee as to
noncompliance shall be in writing, signed by the Committee, and shall set forth in reasonable
detail the reason for noncompliance. The Committee may approve, approve with conditions, or
disapprove an application or any part thereof In all cases, the ultimate responsibility for
satisfying all local building codes and governmental requirements rests with the Owner. The
Committee shall be held harmless from building requirements not complied with.
Section 2.7.5 -Exemptions and Variances from Committee Requirements
The Committee may, upon application, grant exemptions and variances from the rules and
procedures of the Committee and the requirements of this Declaration when the party requesting
such exemption or variance establishes to the satisfaction of the Committee that the improvement
or other matters which are desired by the applicant are aesthetically as appealing, suited to
climatic conditions, and compatible with the overall character of the development as are similar
improvements or matters which conform to the requirements of this Declaration. Requests for
an exemption or variance shall be submitted in writing to the Committee and shall contain such
information as the Committee shall from time to time require. The Committee shall consider
applications for exemption or variance and shall render its decisions within thirty (30) days after
notice to the Owner of proper submission. The failure of the Committee to approve an
application for an exemption or variance shall constitute disapproval of such application.
Section 2.7.6 -Failure of Owner to Comply
Failure of the Owner to comply with the rules and procedures of the Committee or the final
application as approved by the Committee shall, at the election of the Association's Board
exercised after thirty (30) days written notice to such Owner, constitute a violation of this
Declaration. In that event, the Board shall be empowered to assess a penalty commensurate
with the violation which shall constitute a lien against such Lot, enforceable as provided herein
and/or pursue any other remedy at law including, but not limited to an action for specific
performance.
ARTICLE 3-ASSOCIATION BUDGET, ASSESSMENTS, AND LIENS
Section 3.1 -Owner's Covenants to Pay Assessments
By acquisition of any ownership interest in a Lot, the Owner thereof covenants and agrees
thereby, on behalf of himself and his heirs, successors, and assigns, to pay the Association, in
advance, all general and specific assessments levied as provided herein.
Section 3.2 -Association Budget
The Association shall prepare, or cause the preparation of, an operating budget for the
Association at least annually, in accordance with generally accepted accounting principles. The
operating budget shall set forth all sums required by the Association, as estimated by the
Association, to meet its annual costs and expenses, including but not limited to all management
and administration costs, operating and maintenance expenses of the Common Areas, and
services furnished to or in connection with the Common Areas, including the amount of all taxes
and assessments'levied against, and the cost of liability and other insurance on, the Common
Areas, and including charges for any services furnished by or to the Association; the cost of
utilities and other services; and the cost of funding all reserves established by the Association.
The funds required to meet the Association's annual expenses shall be raised from a general
assessment against each Owner as provided hereafter. The Association may revise the operating
budget after its preparation at any time and from time to time, as it deems necessary or advisable
in order to take into account and defray additional costs and expenses of the Association.
Section 3.3 -Levy of General Assessment
In order to meet the costs and expenses projected in its operating budget, the Association shall by
Association Action determine and levy in advance on every Owner a general assessment. The
amount of each Owner's general assessment shall be the amount of the Association's operating
budget divided by the sum of the number of Lots. The Association shall make reasonable efforts
to determine the amount of the general assessment payable by each Owner for an assessment
period at least 30 days in advance of the beginning of such period and shall at that time prepare a
roster of the Owners and the general assessment allocated to each, which shall be open to
inspection by any Owner upon reasonable notice to the Association. Notice of the general
assessment shall thereupon be sent to each Owner; provided, however, that notification to an
Owner of the amount of an assessment shall not be necessary to the validity thereof. The
omission by the Association, before the expiration of any assessment period, to fix the amount of
the general assessment hereunder for that or the next period, shall not be deemed a waiver or
modification in any respect of the provisions of this Article or a release by any Owner from the
obligation to pay the general assessment, or any installment thereof, for that or any subsequent
assessment period, but the general assessment fixed for the preceding period shall continue until
a new assessment is fixed. Upon any revision by the Association of the operating budget during
the assessment period for which such budget was prepared, the Association shall, if necessary,
revise the general assessment levied against the Owners and give notice to each Owner.
Section 3.4 -Payment of General Assessment
Upon Association Action, installments of general assessments may be collected on a monthly,
quarterly, semiannual, or annual basis. Any Owner may prepay one or more installments on any
assessment levied by the Association without penalty.
Section 3.5 -Nondiscriminatory Assessment
Except as provided Section 5.15 hereof, no assessment shall be made at any time which may
unreasonably discriminate against any particular Owner Or group of Owners in favor of other
Owners. However, a special assessment may be made against a particular Owner by a two-thirds
majority vote of the Board if, after notice from the Association of failure to maintain such Lot in
a condition comparable to the other Lots has been given, the Association elects to expend funds
to bring such Owner's Lot up to such comparable standard.
Section 3.6 -Commencement of Assessments
Liability of an Owner for assessments shall commence on the first day following the date upon
which any instrument of transfer to such Owner becomes operative (such as the date of a deed or
the date of a recorded real estate contract for the sale of any Lot. The Declarant, its successors
and assigns shall be liable for any assessments with respect to any Lots it owns at the
commencement of any assessment period. The due dates of any special assessment payments
shall be fixed by the Association Action authorizing such special assessment.
Section 3.7 -Certificates of Assessment Payment
Upon request, the Board shall furnish written certificates certifying the extent to which
assessment payments on a specified Lot are paid and current to the date stated therein. A
reasonable ~harge may be made by the Association for the issuance of such certificate.
Section 3.8 -Special Assessments
In addition to the general assessments authorized by this Article, the Association may, by
Association Action, levy a special assessment or assessments at any time, applicable to that year
only, for the purpose of defraying, in whole or in part, the cost of any construction or
reconstruction, inordinate repair, or replacement ofa capital improvement located upon or
forming a part of the Common Areas, including necessary fixtures and personal property related
thereto, or for such other purpose as the Association may consider appropriate; provided,
however, that any such special assessment in excess of $750 per Lot must have the prior
favorable vote of two-thirds of the Owners.
Section 3.9 -Effect of Nonpayment of Assessment
If any assessment payment is not made in full within 30 days after it was first due and payable,
the unpaid amounts shall constitute a lien against the Lot assessed and shall bear interest from
such due date at a rate set by the Board in its rules and regulations which shall not exceed the
highest rate then permitted by law. By acceptance of a deed to a Lot, recording of a real estate
contract therefor, or any other means of acquisition of an ownership interest, and whether or not
it shall be so expressed in any such deed or other instrument, each Owner shall be deemed to
grant thereby to the Association, its agents and employees, and to Declarant during the
Development Period, the right and power to bring all actions against such Owner personally for
the collection of such assessments as a debt, and to enforce the liens created by this Declaration
in favor of the Association by foreclosure of the continuing liens in the same form of action as is
then provided for the foreclosure of a mortgage on real property. The liens provided for in this
Declaration shall be for the benefit of the Association, and the Association shall have the power
to bid at any lien foreclosure sale and to acquire, hold, lease, mortgage, and convey the Lot
foreclosed against. '
Section 3.10 -Lien to Secure Payment of Assessments
Declarant hereby creates in the Association perpetually the power to create a lien in favor of the
Association against each Lot, to secure to the Association the payment to it of all assessments,
interest, costs, and attorneys' fees; and Declarant hereby subjects all Lots perpetually to such
power of the Association. Such lien shall arise in accordance with the terms of this Declaration
without the necessity of any further action by the Association, and any such lien when created,
shall be a security interest in the nature of a mortgage in favor of the Association. Such lien shall
become a continuing lien in the amount stated in the assessment from the time of the assessment,
but expiring pro rata as the assessment payments are made, and shall also be the personal
obligation of the person or entity who is the Owner of the Lot at the time of the assessment. The
personal obligation to pay a prior assessment shall not pass to successors in interest unless
expressly assumed by them; provided, however, that in the case of a sale or contract for the sale
of any Lot which is charged with the payment of an assessment, the person or entity who is the
Owner immediately prior to the date of such sale shall be personally liable for the amounts of the
monthly installments due prior to said date, and the new Owner shall be personally liable for
monthly installments becoming due on or after such date. The foregoing limitation on the
duration of the personal obligation ofan Owner to pay assessments shall not, however, affect the
validity or duration of the continuing lien for unpaid assessments against the respective Lot.
Section 3.11 -Suspension for Nonpayment of Assessment
If an Owner shall be in arrears in the payment of any assessment due, or shall otherwise be in
default of the performance of any terms of the Governing Documents of the Association for a
period of 30 days, said Owner's voting rights shall without the necessity of any further action by
the Association, be suspended (except as against foreclosing secured parties) and shall remain
suspended until all payments, including interest thereon, are brought current and any other
default is remedied. No Owner is relieved of liability for assessments by nonuse of the Common
Areas or by abandonment of a Lot.
Section 3.12 -Reserves for Replacement
As a common expense, the Association shall establish and maintain a reserve fund for
replacement of the Common Areas and any improvements thereon. Such fund shall be deposited
with a banking institution. The reserve fund shall be expended only for the purpose of effecting
the replacement of the Common Areas and any improvements and community facilities thereon,
major repairs to any sidewalks, parking areas, or pathways developed as a part of Honey Creek
East, equipment replacement, and for operating contingencies of a nonrecurring nature. The
Association may establish such other reserves for such other purposes as it may from time to time
consider to be necessary or appropriate. The proportional interest of any Owner in any such
reserves shall be considered an appurtenance of his Lot and shall not be separately withdrawn,
assigned, or transferred from the Lot to which it appertains.
Section 3.13 -Certain Areas Exempt
The Tracts and all portions of Honey Creek East dedicated to and accepted by the City, County or
other public authority shall be exempt from assessments by the Association.
ARTICLE 4 -SUBORDINATION OF LIENS
Section 4.1 -Intent of Provisions
The provisions of this Article 4 apply for the benefit of each Mortgagee who lends money for
purposes of construction or to secure the payment of the purchase price of a Lot.
Section 4.2 -Mortgagee's Nonliability
The holder of a Mortgage shall not, by reason of its security interest only, be liable for the
payment of any assessment or charge, nor for the observance or performance of any covenant or
restriction, excepting only those enforceable by equitable relief and not requiring the payment of
money, and except as hereafter provided.
Section 4.3 -Mortgagee's Rights During Foreclosure
During foreclosure of a Mortgage, including any period of redemption, the holder of the
Mortgage may exercise any or all of the rights and privileges of the Owner of the encumbered
Lot, including but not limited to the right to vote in the Association to the exclusion of the
Owner's exercise of such rights and privileges.
Section 4.4 -Mortgagee as Owner
At such time as a Mortgagee shall become the record Owner of the Lot previously encumbered
by the Mortgage, the Mortgagee shall be subject to all of the terms and conditions of this
Declaration, including the obligation to pay for all assessments and charges in the same manner
as any Owner.
Section 4.5 -Mortgagee's Title Free and Clear of Liens
A Mortgagee or other secured party acquiring title to a Lot through foreclosure, deed in lieu of
foreclosure, or equivalent method, shall acquire title to the encumbered Lot free and clear of any . .
lien authorized by or arising out of the provisions of this Declaration, insofar as such lien secures
the payment of any assessment due but unpaid before the final conclusion of any such
proceeding, including the expiration date of any period of redemption. The Association may
treat any unpaid assessments against a Lot foreclosed against as an expense of the Association
pursuant to Section 3.2.
Section 4.6 -Survival of Assessment Obligation
After the foreclosure of a security interest in a Lot, any unpaid assessments shall continue to exist
and remain as a personal obligation of the Owner against whom the same was levied, and the
Association shall use reasonable efforts to collect the same from such Owner.
Section 4.7 -Subordination of Assessment Liens
The liens for assessments provided for in this Declaration shall be subordinate to the lien of any
first Mortgage or other security interest placed upon a Lot as a construction loan security interest
or as a purchase price security interest, and the Association will, upon demand, execute a written
subordination document to confirm such priority. The sale or transfer of any Lot or of any
interest therein shall not affect the liens provided for in this Declaration except as otherwise
specifically provided for herein, and in the case of a transfer of a Lot for purposes of realizing a
security interest, liens shall arise against the Lot for any assessment payments coming due after
the date of completion of foreclosure.
ARTICLE 5 -USE COVENANTS, CONDITIONS, AND RESTRICTIONS
Section. 5.1 -Authorized Uses
Lots in Honey Creek East shall be used solely for residential purposes and related faCilities
normally incidental to a residential community. During the Development Period, no Lot shall be
further subdivided without Declarant's prior written approval. Thereafter, no Lot shall be further
subdivided, except as permitted in this Declaration and any Supplemental Declaration, without
prior approval conferred by Association Action.
Section 5.2 -Approval of Building or Clearing Plans Required
No building, fence, deck, patio, wall, kennel, or other structure shall be commenced, erected, or
maintained upon a Lot ·or any other portion of Honey Creek East, nor shall any exterior
additional to or change or alteration therein be made, nor shall a Lot be cleared or excavated for
use, nor shall any tree of 12 inches or more in diameter on any Lot, measured one foot above
ground level, be cut, until after the details and written plans and specifications showing the
nature, kind, shape, height, materials, colors, and location of the same shall have been
submitted to and approved in writing by the Architectural Control Committee. Any structure so
approved must be completed as to external appearance, including finished staining, within nine
(9) months after the date construction is commenced unless the Committee elects to grant an
extension. Although the Committee shall have full authority to approve or disapprove of any
specific proposal, the following restrictions shall apply to Honey Creek East in general:
Section 5.2.1 -Building Setbacks
No structures, filling, grading or obstruction, shall be permitted beyond the Building Setback
Line, or within any drainage easement area as shown on the face of the final plat or within any
Native Growth Protection Easement unless otherwise approved by the Committee and by the
Governing jurisdiction.
Section 5.2.2 -Building Materials
Each home constructed on a lot shall be built of new materials except, with the approval of the
Committee, decorative items such as used brick, weathered planking or other natural materials.
All visible masonry shall be stone, brick or stucco. Cultured stone and synthetic stucco are
permissible. All composition roofs in Honey Creek East shall be of a 25 year life architectural
style and shall be in shades of dark gray to black.. Alternate roofing materials may be approved
by the Committee as long as the colors and basic "look" match that of the subdivision. Vinyl
windows, oriented strand board and other synthetic siding materials may be used with approval
of the Committee. Types and colors of exterior paints and stain must be submitted to the .
Committee for approval.
Section 5.2.3 -Landscaping and Fencing
Front yards shall be fully landscaped within nine (9) months after the date construction of the
home commences unless extended by the Committee. Side yards and rear yards shall be
landscaped or left in their natural state. No trees outside the building footprint which are greater
than twelve (12) inches in diameter when measured one foot above ground shall be cut without
the approval of the Committee. No fence erected within Honey Creek East shall be over six (6)
feet in height. No barbed wire, chain link or corrugated fiberglass fences shall be erected on any
Lot. All fences, open and solid, are to meet the standards set by the Committee and must be
approved by the Committee prior to construction. No fence shall eXfend into the front yard past
the comers of the house.
Section 5.2.4 -Floor Area
Only one Single Family home not to exceed two (2) stories in height plus basement and a private
garage shall be permitted on each Lot. If a home is built on a Lot, it must include a garage for not
less than two (2) cars which is fully' enclosed; the garage may be attached or detached (no .
carports). The foregoing provisions shall not exclude construction of a private greenhouse,
storage unit, private swimming pool or a shelter or porch for the protection of such swimming
pool, or for the storage of a boat and/or camping trailer kept for personal use, provided the
location of such structures is in conformity with the applicable municipal regulations, is
compatible in design and decoration with the residence constructed on such Lot and has been
approved by the Architectural Control Committee. The minimum allowable square footage of
any residence within Honey Creek East shall be as follows: Rambler homes shall include no less
than 1,500 square feet of living space. Two story homes shall include no less than 2,000 square
feet of living space. "Living space" shall not include porches, decks, balconies, garages, or
outbuildings. The Architectural Control Committee may accept variances from the floor area
requirements of this Subsection.
Section 5.2.5 -Contractor
No home may be constructed on any Lot by other than a contractor licensed as a general
contractor under the statutes of the State of Washington without the prior approval of the
Architectural Control committee.
Section 5.2.6 -Driveways
All driveways and parking areas shall be paved with concrete, exposed aggregate concrete, or
other material approved by the Architectural Control Committee.
Section 5.2.7 -Street Lights
Street lights will be installed by the Developer. The expense for the operation of such street
lights shall become the sole expense of the ??????????xxXxxxxx.
Section 5.3 -Leasing Restrictions
No Lot may be leased or rented by any party for a period of fewer than 30 days, nor shall less
than the whole of any Lot be leased or rented. Each lease or rental agreement shall be in writing
and shall by its terms provide that it is subject in all respects to the provisions of the Governing
Documents. Any failure by a lessee to comply with the terms of the Governing Documents shall
be a default under the lease, whether or not it is so expressed therein. Other than the foregoing,
there is no restriction on the right of any Owner to lease his Lot.
Section 5.4 -Animals
No animals, livestock, or poultry of any kind shall be raised, bred, or kept on Lots less than one
acre in size; provided, however, that dogs, cats70r other conventional small household pets may
be kept if they are not kept, bred, or maintained for any commercial purposes. No domestic pet
may be kept if it is a source of annoyance or a nuisance. The Association shall have the authority
to determine whether a 'particular pet is a nuisance or a source of annoyance, and such
determination shall be final and conclusive. Pets shall be attended at all times and shall be
, registered, licensed, and inoculated from time to time as required by law. When not confmed to
the Owner's Lot, pets within Honey Creek East must be leashed and accompanied by a person
responsible for cleaning up any animal waste.
Section 5.5 -Commercial Uses
No commercial enterprise, including itinerant vendors, shall be permitted on any Lot; provided,
however, that the Association may permit specified home occupations to be conducted if such
occupation will not, in the reasonable judgment of the Association, cause traffic congestion or
other disruption of the Honey Creek East community; and provided further that no signs or
advertising devices of any character shall be permitted.
Section 5.6 -Vehicle Storage
No storage of goods, vehicles, boats, trailers, trucks, campers, recreational vehicles or other
equipment or device shall be permitted in open view from any Lot, except this shall not exclude
temporary (less than 48 hours) parking of vehicles on the designated driveway areas adjacent to
garages on the Lots. Upon 48 hours notice to the owner of an improperly parked or stored
vehicle, boat, or other equipment, the Association has authority to have removed at the Owner's
expense any such items visible from the street that are parked on any Lot or within the public
right-of-way for more than 24 hours. Commercial vehicles, including Taxi Cabs, shall not be
parked in open view on any lot, tract or right-of-way, with the exception th~t one vehicle under
12,000 Ibs G.V.W. used in an owners daily employment shall be allowed to be parked in a
driveway for no more than 24 hours.
Section 5.7 -Garbage
No garbage, refuse, or rubbish shall be deposited or left in Honey Creek East, unless placed in a
suitable covered container. Trash and garbage containers shall not be permitted to remain in
public view except on days of trash collection. No incinerator shall be kept or maintained, and no
burning of any trash, refuse, or scrap of any kind shall be permitted.
Section 5.8 -Utilities Underground
Except for hoses and the like which are reasonably necessary in connection with normal lawn
maintenance, no water pipe, sewer pipe, gas pipe, drainage pipe, telephone, power, or television
cable, or similar transmission line shall be installed or maintained above the surface of the
ground.
Section 5.9 -Mining Prohibited
No portion of Honey Creek East, shall be used for the purpose of boring, mining, quarrying, or
exploring for or removing oil or other hydrocarbons, minerals, gravel, or earth.
Section 5.10 -Signs
Except for entrance,. street, directional, traffic control, and safety signs, and such promotional
signs as may be maintained by Declarant and participating Builders, or agents or contractors
thereof, or the Association, no signs or advertising devices of any character shall be posted or
displayed in Honey Creek East; provided, however, that one temporary real estate sign not
exceeding 10 square feet in area may be erected upon any Lot or attached to any residence placed
upon the market for sale or lease. Any such temporary real estate sign shall be removed promptly
following the sale or rental of such Lot or residence. Political signs shall be allowed provided
they are removed immediately after the election for which they were intended.
Section 5.11 -No Obstruction of Easements
No structure, planting, or other material shall be placed or permitted to remain upon Honey Creek
East, which may damage or interfere with any easement or the installation or maintenance of
utilities, or which may unreasonably change, obstruct, or retard direction or flow of any drainage
channels. No decorative planting, structure or fence may be maintained within an easement area
unless specifically approved by the Architectural Control Committee.
Section 5.12 -Antennae
No external short-wave or citizens' band antennae, freestanding antenna towers, TV antennae or
satellite reception dishes of any kind shall be permitted in Honey Creek East. The only exception
to this rule is for satellite dishes 18" or less in diameter. Placement. of such satellite dishes
must be approved by the Association.
Section 5.13 -Owners' Maintenance Responsibilities
The maintenance, upkeep, and repair of individual Lots and homes shall be the sole responsibility
of the individual Owners thereof, and in no way shall it be the responsibility of the Association,
its agents, officers or directors. Owners shall maintain their Lots and homes in good repair and in
a clean, slightly, and sanitary condition at all times. Without limitation as to the foregoing, each
Owner shall be obligated to keep his Lot and home in a clean, sightless and sanitary condition
and maintain the landscaping on his Lot in a healthy and attractive state and in a manner
comparable to that on the other Lots in Honey Creek East. No storage of firewood shall be
permitted in front yards. After thirty (30) days' written notice to an Owner from the Association
of such Owner's failure to so maintain his home or Lot, and after approval of a two-thirds
majority vote by the Board or other Association committee to which such oversight responsibility
shall have been delegated, the Association shall have the right, through its agents and employees,
to enter upon any Lot which has been found to violate the foregoing standards in order to restore
the home or Lot to such standards. The cost of such work shall be a special assessment on such
Owner and his Lot only.
Section 5.14 -Nuisances Prohibited
No noxious or offensive activity shall be conducted in any portion of Honey Creek East, nor shall
anything be done or maintained therein in derogation or violation of the laws of the State of
Washington, King County, or any other applicable governmental entity. Nothing shall be done or
maintained on any portion of Honey Creek East which may be or become an annoyance or
nuisance to the neighborhood or detract from the value of the Honey Creek East community. The
Association shall determine by Association Action whether any given use of a Lot or living unit
unreasonably interferes with the rights of the other Owners to the use and enjoyment of their
respective Lots and Living Units, or of the Common Areas, and such determination shall be fmal
and conclusive.
Section 5.15 -Relief from Certain provisions
In cases where an Owner has made a factual showing that strict application of the provisions of
Sections 5.4, 5.5, 5.6, 5.10, and 5.12 only of this Article (regulating animals, commercial uses,
vehicle storage, signs and antennae, respectively) would work a severe hardship upon him, the
Board by Association Action may grant the Owner relief from any of such provisions; provided,
however, that such relief shall be limited by its scope or by conditions to only that necessary to
relieve the hardship; and provided further, that no such relief shall be granted if the condition
thereby created would in the reasonabl~ judgment of the Board violate the provisions of Section
5.14 of this Article. The decision of the Board in granting or denying such relief shall be fmal
and conclusive.
Section 5.16 -Height Restrictions
All Homes in Honey Creek East shall be subject to height restrictions as defined in the City
building regulations.
ARTICLE 6 -COMMON AREAS
Section 6.1 -Maintenance of Common Areas
The Association shall maintain, repair, replace, improve, and otherwise manage all of the
Common Areas so as to keep them in good repair and condition and shall conduct such
additional maintenance, repair, replacement, construction, or reconstruction as may be
determined pursuant to Association Action to promote the recreation, health, safety, and welfare
of the Owners. Any action necessary or appropriate to the maintenance and·upkeep of the
Common Areas and improvements thereon.
ARTICLE 7 -INSURANCE: CASUALTY LOSSES; CONDEMNATION
Section 7.1-Insurance Coverage
The Association shall obtain and maintain at all times as an Association expense a policy or
policies and bonds written by companies licensed to do business in Washington required to
provide: .
Section 7.1.1 -General comprehensive liability insurance
General comprehensive liability insurance insuring the Association, the Owners, and Declarant
against any liability to the public or to the Owners and their guests, invitees, licensees, or tenants,
incident to the ownership or use of the Common Areas.
Section 7.1.2 -Other Insurance
Such other insurance as the Association deems advisable.
ARTICLE 8 -ENFORCEMENT
Section 8.1 -Right to Enforce
The Association, DeClarant, or any Owner, shall have the right to enforce, by any appropriate
proceeding at law or in equity, all covenants, conditions, restrictions, reservations, liens, and
charges now or hereafter imposed by the provisions of this Declaration. Failure or forbearance by
any person or entity so entitled to enforce the provisions of this Declaration to pursue
enforcement shall in no event be deemed a waiver of the right to do so thereafter.
Section 8.2 -Remedies Cumulative
Remedies provided by this Declaration are in addition to, cumulative with, and are not in lieu of,
other remedies provided by law. There shall be, and there is hereby created, a conclusive
presumption that any breach or attempted breach of the covenants, conditions, and restrictions
herein cannot be adequately remedies by an action at law or exclusively by recovery of damages.
Section 8.3 -Covenants Running with the Land
The covenants, conditions, restrictions, liens, easements, enjoyment rights, and other provisions
contained herein are intended to and shall run with the land and shall be binding upon all persons
purchasing, leasing, subleasing, or otherwise occupying any portion of Honey Creek East, their
heirs, executors, administrators, successors, grantees, and assigns. All instruments granting or
conveying any interest in any Lot shall be subject to this Declaration.
ARTICLE 9 -AMENDMENT AND REVOCATION
Section 9.1 -Amendment by Declarant or Association
Declarant may, on its sole signature, during the Development Period, amend this Declaration and
record one or more Supplementary Declarations to extend the provisions of this Declaration to
additional Phases which consist of adjacent real property owned by Declarant, its successors or
assigns. Upon the recording of a Supplementary Declaration, the Governing Documents shall
immediately become applicable to the real property described therein. This Declaration may also
be amended at any time by an instrument executed by the Association for and on behalf of the
Owners, provided, however, that such amendments shall have received the prior approval of a
vote of the Owners having 60 percent of the total outstanding votes in the Association; and
provided, further, that no such amendment shall be valid during the Development Period without
the prior written consent of the Declarant. Notwithstanding any of the foregoing, the prior written
approval of 51 percent of all Mortgagees who have requested from the Association notification of
amendments shall be required for any material amendment to the Declaration or the Association's
Bylaws of any of the following: voting rights; assessments, assessment liens, and subordination
of such liens; reserves for maintenance, repair, and replacement of Common Areas; insurance or
fidelity bonds; responsibility for maintenance and repair; reallocation of interest in the Common
Areas, or rights to their use; convertibility of Lots into Common Areas or of Common Areas into
Lots; leasing of Lots other than as set forth herein; imposition of any restrictions on the right of
an Owner to sell or transfer his Lot; a decision by the Association to establish self-management
when professional management had been required previously by an eligible Mortgagee; any
action to terminate the legal status of the Hottey Creek East Homeowners Association after
substantial destruction or condemnation occurs; or any provisions which are for the express
benefit of Mortgagees or eligible insurers or guarantors of First Mortgages.
Section 9.2 -Effective Date
Amendments shall take effect only upon recording with the King County Department of Records
and Elections or any successor recording office.
ARTICLE 10 -GENERAL PROVISIONS
Section 10.1 -Taxes
Each Owner shall pay without abatement, deduction, or offset, all real and personal property
taxes, general and special assessments, including local improvement assessments, and other
charges of every description levied on or assessed against his Lot, or personal property located on
or in the Lot.
Section 10.2 -Creation, Installation, and Transfer of Certain Utilities & Easements
Declarant, during the Development Period, and the Association after the Development Period,
may create easements, install, transfer and convey any sewer, water, stonn drainage, or other
general utilities in Honey Creek East to a public body, the Homeowners Association, or other
entities for ownership and maintenance, together with any necessary easements relating thereto,
and each Lot shall become burdened thereby.
Section 10.3 -Nonwaiver
No waiver of any breach of this Declaration shall constitute a waiver of any other breach,
whether of the same or any other covenant, condition, or restriction.
Section 10.4 -Attorneys' Fees
In the event of a suit or action to enforce any provision of this Declaration or to collect any
money due hereunder or to foreclose a lien, the unsuccessful party in such suit or action shall pay
to the prevailing party all costs and expenses, including title reports, and all attorney's fees that
the prevailing party has incurred in connection with the suit or action, in such amounts as the
court may deem to be reasonable therein, and also including all costs, expenses, and attorneys'
Section 10.5 -No Abandonment of Obligation
No Owner, through his nonuse of any Common Area, or by abandonment of his Lot, may avoid
or diminish the burdens or obligations imposed by this Declaration.
Section 10.6 -Interpretation
The captions of the various articles, sections and paragraphs of this Declaration are for
convenience of use and reference only and do not define, limit, augment, or describe the scope,
content or intent of this Declaration or any parts of this Declaration.
Section 10.7 -Seyerability
Invalidation of anyone of these covenants, conditions, restrictions, easements, or provisions by
judgment or court order shall in no way affect any other of the same, all of which shall remain in·
full force and effect
Section 10.8 -Notices
All notices, demands, or other communications ("Notices") permitted or required to be given by
this Declaration shall be in writing and, if mailed postage prepaid by certified or registered mail,
return receipt requested, shall be deemed given three days after the date of mailing thereof, or on
the date of actual receipt, if sooner; otherwise, Notices shall be deemed given on the date of
actual receipt Notice to any Owner may be given at any Lot owned by such Owner; provided,
however, that an Owner may from time to time by Notice to the Association designate such other
place or places or individuals for the receipt of future Notices. If there is more-than one Owner
of a Lot, Notice to anyone such Owner shall be sufficient The address of Declarant and of the
Association shall be given to each Owner at or before the time he becomes an Owner. If the
address of Declarant or the Association shall be changed, Notice shall be given to all Owners.
Section 10.9 -Applicable Law
This Declaration shall be construed in all respects under the laws of the State of Washington
In witness whereof, the undersigned declarant has executed this declaration the day and
year first above written.
LAKERIDGE DEVELOPMENT, INC.
a Washington corporation
Wm. Wayne Jones, Jr.
Its President
STATE OF WASHINGTON)
COUNTY OF KING )
On this day of ,2005, before me, the undersigned, a
Notary Public in and for the State ofWashlngton, duly commissioned and sworn, personally
appeared Wm. Wayne Jones, Jr., to me known to be President of Lakeridge Development, Inc.,
the corporation that executed the foregoing instrument, and acknowledged the said instrument to
be the free and voluntary act and deed of said corporation, for the uses and purposes therein
mentioned, and on oath stated that he was authorized to execute the said instrument.
WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year first
above written.
NOTARY PUBLIC in and for the
State ofWashlngton, residing
at ----------------------------My commission expires ______ _
EXHIBIT A
At the time of the recording of The Declaration of Covenants, Conditions, Restrictions and
Easements for Honey Creek East, the "Common Areas" that Homeowners Association for the
plat of Honey Creek East is responsible for maintaining, are as follows:
The irrigation system within the plat are common areas.
The Street Trees located within the plat are common areas.
Honey Creek East Shall pay a proratioruil share of the cost of the maintenance of the detention
pond located in Honey Creek East Div. II.
The maintenance of the "Common Areas" will become the sole responsibility of the
"Association" and will include maintenance, water and/or electricity associated with the
"Common Areas".
AFFIDAVIT OF INSTALLATION OF
PUBLIC INFORMATION SIGN
City of Renton Development Services Division
1055 South Grady Way, Renton, WA 98055
Phone: 425-430-7200 Fax: 425-430-7231
STATE OF WASHINGTON)
)
COUNTY OF KING )
duly sworn On tho deposes and says:
being first
2 o oS-
1. On the 2 'i r h day of /Vt:,,/~m~ t:/" • i9-• I installed / public
information sign(s)· and plastic· flyer . box on the property located at
Th e:. S t: C or-n ci'" 0 f ~ c :, for the following project:
Q",een Ave:: NE/.IV£' 2 $I )j0Sf ...z-~re"s~c-I-'o~ .it'~a~ Ccee.4 Ef7,s"i-
. Pf ectname
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Owner rCame 7
2 ... I. have. attached a copy of the. neighborhood detail map marked with an ax· to
indicate the location of the installed sign. .
I~PKA constructed and installed in
7 Title 4 of Renton Municipal
WashingtoJ;l. . KeYlioh
My commission expires on I () -CJ v D (P
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GRAPHIC SCALE
o 25 50 100
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( IN FEET)
1 inch = 50 ft.
I
UNPLA'TTED
··_··_ .. _.1_ .. _ ..
RENTON SCHOOL DISTRICT #403
SIERRA llBlGB'l'S BLBJIBNTARY SCHOOL
KING COUNTY
RENTON CORPORATE BOUNDARY
BONEY CREEK EAST
SITE
I~
~ Q
~ I
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t j~
I ,~
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NB 28RD PL
~I ~~'f11111 2 NE 22ND PL
NE 22ND PL
VICINITY MAP
l'
.,;..
i
Printed: 12-02-2005
Payment Made:
~~TY OF RENTON
1055 S. Grady Way
Renton, WA 98055
Land Use Actions
RECEIPT
Permit#: LUA05-144
12/02/2005 12:02 PM Receipt Number:
DEVECLOPMENT PLANNING .. rrvOF RENTON
DEC": :-'2 2005.
4"
RECeiVED
R0506503
Total Payment: 2,500.00 Payee: Lakeridge Development, Inc.
Current Payment Made to the Following Items:
Trans Account Code Description
5010 000.345.81.00.0007 Environmental Review
5011 000.345.81.00.0008 Prelim/Tentative Plat
Payments made for this receipt
Trans Method Description Amount
Payment Check 7121 2,500.00
Account Balances
Amount
500.00
2,000.00
Trans Account Code Description Balance Due
3021 303.000.00.345.85
5006 000.345.81.00.0002
5007 000.345.81.00.0003
5008 000.345.81.00.0004
5009 000.345.81.00.0006
5010 000.345.81.00.0007
5011 000.345.81.00.0008
5012 000.345.81.00.0009
5013 000.345.81.00.0010
Park Mitigation Fee
Annexation Fees
Appeals/Waivers
Binding Site/Short Plat
Conditional Use Fees
Environmental Review
Prelim/Tentative Plat
Final Plat
PUD
5014 000.345.81.00.0011 Grading & Filling Fees
5015 000.345.81.00.0012 Lot Line Adjustment
5016 000.345.81.00.0013 Mobile Home Parks
5017 000.345.81.00.0014 Rezone
5018 000.345.81.00.0015 Routine Vegetation Mgmt
5019 000.345.81.00.0016 Shoreline Subst Dev
5020 000.345.81.00.0017 Site Plan Approval
5021 000.345.81.00.0018 Temp Use or Fence Review
5022 000.345.81.00.0019 Variance Fees
5024 000.345.81.00.0024 Conditional Approval Fee
5036 000.345.81.00.0005 Comprehensive Plan Amend
5909 000.341.60.00.0024 Booklets/EIS/Copies
5941 000.341.50.00.0000 Maps (Taxable)
5954 604.237.00.00.0000 Special Deposits
5955 000.05.519.90.42.1 Postage
5998 000.231.70.00.0000 Tax
Remaining Balance Due: $0.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
11/30/2005 4:28:26 PM -0800 FAXCOM PAGE 2
TO: Daley, Morrow, Poblete, Inc.
726 Auburn Way N
215 Columbia Street
Seattle, Washington
98104
Cc:
Auburn, WA 98002
Attn: Sean
Ref.N 02290
Lakeridge Development
P.O. Box 146
Renton, WA 98057
Attn: David Casey
SUPPLEMENTAL REPORT #5 TO
THE PLAT CERTIFICATE
PNWT Order Number: 490625
Lakeridge Development
The following matters affect the property covered by this order:
•
•
A Full Update of the PLAT CERTIFICATE from October 26, 2005 through
November 23, 2005, 2005 at 8:00 a.m. has disclosed the following:
Paragraph 20 & 21 of the commitment is/are out, 2005 taxes are paid
in full.
There has been no change in the title to the property covered by
this order since Octob~r 26, 2005, EXCEPT the matters noted
hereinabove.
Dated as of November 30, 2005 at 8:00 a.m.
cb
PACIFIC NORTHWEST TITLE COMPANY
By: Mike Sharkey
Title Officer
Phone Number: 206-343-1327
OF 2
10/31/2005 3:49:04 PM -0700 FAXCOM
TO: Daley, Morrow, Poblete, Inc.
726 Auburn Way N
Cc:
Auburn, WA 98002
Attn: Sean
Ref.# 02290
Lakeridge Development
P.O. Box 146
Renton, WA 98057
Attn: David Casey
PAGE 2
~. PACIFIC NOH"ni'VI-~"TmJ'.
Com;Mol\Y of Wufllqrton. mC'.
215 Columbia Street
Seattle, Washington
98104
SUPPLEMENTAL REPORT #4 TO
THE PLAT CERTIFICATE
PNWTOrder Number: 490625
Lakeridge Development
The following matters affect the property covered by this order:
• A Full Update of the PLAT CERTIFICATE from June 30, 2005 through
October 26, 2005 at 8:00 a.m. has disclosed the following:
Nothing further of record.
• There has been no change in the title to the property covered by
this order since June 30, 2005, EXCEPT the matters noted
hereinabove.
Dated as of October 31, 2005 at 8:00 a.m.
cb
PACIFIC NORTHWEST TITLE COMPANY
By: Mike Sharkey
Title Officer
Phone Number: 206-343-1327
OF 2
~ PACIFIC NoRTHWE'ST TiTLE
Com~QfWaahinpm. Inc.
TO: Daley Morrow Poblete
726 Auburn Way North
Auburn, Wash. 98002
Attn: Paul
215 Columbia Street
Seattle, Washington
98104
cc:
Ref.# 02290
Lakeridge Development
P.O. Box 146
Renton, WA 98057
Attn: Dave Casey
SUPPLEMENTAL REPORT # 3
PLAT CERTIFICATE
PNWT Order Number: 490625
• A Full Update of the Plat Certificate from April 5,2005
through June 30, 2005 at 8:00 a.m. has disclosed the
following:
• Paragraphs 17,18 & 19 of the commitment is/are out, 204 taxes are
paid in full.
• The following has been added as paragraph 20,21 & 22
20. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
2005
042305-9228-01
4155
Portion of parcel A
CURRENT ASSESSED VALUE: Land: $486,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $6,076.92
SPECIAL DISTRICT: $2.31
$5.00 .
TOTAL BILLED: $6,084.2:r~: $3,042.12 TOTAL DUE: $3,042.11
( continued)
SUPPLEMENTAL TITLE REPORT
Page 2
Order No. 490625
21. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
2005
042305-9229-00
4155
Remainder of Parcel A
CURRENT ASSESSED VALUE: Land: $172,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $2,150.68
SPECIAL DISTRICT: $91.43
$10.57
$1.50
$5.00
TOTAL BILLED: $2,259.18
22. Ordinance No. 5138
Recorded: June 27, 2005
PAID: $1,129.59 TOTAL DUE: $1,129.59
Recording Number: 20050627000165
• The following has been added as NOTE 2:
NOTE 2: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE
AFFECTS:
2005
042305-9004-01
4155
Parcel B
CURRENT ASSESSED VALUE: Land: $1,000.00
GENERAL TAXES:
SPECIAL DISTRICT:
TOTAL BILLED:
Improvements:$O.OO
$12.00
$1.50
$45.00
$58.50 PAID: $58.50
(continued)
. '. ~
SUPPLEMENTAL TITLE REPORT
Page 3
Order No. 490625
• There has been no change in the title to the property
covered by this order since April 5, 2005, EXCEPT the
matters noted hereinabove.
Dated as of July 7, 2005 at 8:00 a.m.
PACIFIC NORTHWEST TITLE COMPANY
By: MikeSharkey
Title Officer
Phone Number: 206-343-1327
20050627000165.001
Return Address:
City Clerk's Office
City of Renton
1055 South Grady Way
Renton, W A 98055
Please print or type information
,,11111111111111 cn'!9~~Po~7000165 PAGEI01 OF 10a 26.00
J(0SN/Zo7c/Z0es 89:33 r OUNTY. IJA
WASHINGTON STATE RECORDER'S C over Sh t ee (ReW 65.04)
Document Title(s) (or transactions contained therein): (all areas applicable to your document must be filled in)
1. Ordinance No. 5138 2.
3. 4.
Reference Number(s) of Documents assigned or released:
Additional reference #'s on page _ of document
Grantor(s) (Last name first name, initials)
l. City of Renton ,
2. ,
Additional names on page _ of document.
Grantee(s) (Last name first, then first name and initials)
1. ,
2. ,
I Additional names on page _ of document.
I
; Legal description (abbreviated: i.e. lot block, plat or section, township, range)
. That portion of the Northeast quarter of Section 4. Township 23 North, Range 5 East, W.M., King
: County, WaShington, described as follows:
. Additional legal'is on page 5 of document.
Assessor's Property Tax Parcel Account Number o Assessor Tax # not yet assigned
The AuditorlRecorder will rely on the infonl1ation provided on the form. The staffwill not read the document to
verify the accuracy or commeteness of the indexin~ information I>rovided herein.
I am requesting an emergency nonstandard recording for an additional fee as provided in RCW
36.18.010. I understand that the recording processing requirements may cover up or otherwise
obscure some pare of the text on the original document.
______________________ Signature of Requesting Party
I i
, , , ,
CITY OF RENTON, W ASHlNGTON
ORDINANCE NO. 5138
AN ORDINANCE OF THE CITY OF RENTONt WASHINGTON
'ANNEXING CERTAIN TERRITORY OF THE CITY OF RENTON
(BONEY CREEK EAST ANNEXATION; FILE NO. A-OO-004)
20050627000165.002
WHEREAS, under the provisions ofRCW 3SA14.120 as amended, a petition in writing
requesting that certain tenitory contiguous to the City of Renton, as described below, be annexed
to the City of Renton, was presented and filed with the City Clerk on or about June 19, 2001; and
WHEREAS. prior to the filing and circulation of said petition for annexation to the City
of Renton, the petitioning owners notified the City Council of their intention to commence such
proceedings as provided by law, as more particularly specified in RCW 3SA.l4.120, and upon
public hearing thereon, it having been determined and the petitioning owners having agreed to
assume their fair share of the prHxisting outstanding indebtedness of the City of Renton as it
pertains to the territory petitioned to be annexed; and to accept that portion of the City's
Comprehensive Plan as it pertains to the tenitory including the applicable Zoning Code relating
thereto; and
WHEREAS, the King County Department of Assessments has examined and verified the
signatures on the petition for annexation on, or about, July 10, 2001 and determined signatures
represent at least sixty percent (60%) of the area to be annexed's assessed value (excluding
streets), as provided by law; and
WHEREAS, the Economic Development, Neighborhoods and Strategic Planning .,".:,,"~':" ,.~~~: ...
Department of the q~ ;~(Re~t6rt 'having considered and recommended the annexing of said
.:-.'«~.~', '. CERTIFI,..CAb~
property to the City:~f~nton; and ",: ~. I, the undersigned"eitfClerk oft!te
, , City of Renton. WashIngton, certify
:", that this is a true and correct copy of ,
1 D~ £;1;Cb .Subscribed
and sea~ ~~ ,20Q2.. ~ CityClerk
. . ~ ... -......... ,.-.
20050627000165.003
ORDINANCE NO. 5138
WHEREAS, the City Council fixed May 16, 2005, as the time and place for public
hearing in the City Council Chambers, City Hall. Renton, Washington, upon the petition and
notice thereof having been given as provided by law; and
WHEREAS, pursuant to said notices public hearings have been held at the time and
place specified in the notices, and the Council having considered all matters in connection with
the petition and further determined that all legal requirements and procedures of the Jaw
applicable to the petition method for annexation have been met; and
WHEREAS. the King County Boundary Review Board having deemed the ''Notice of
Intention" approved as of April 2, 2005; and
WHEREAS, the City of Renton is concurrently zoning the annexation site R-8, eight
units per net acre;
NOW, THEREFORE, TIIE CITY COUNCIL OF THE CITY OF RENTON.
WASHINGTON, DOES ORDAIN AS FOLLOWS:
~JOCTIQNL The findings, recitals, and detenninations are hereby found to be
true and correct in all respects. All requirements of the law in regard to the annexation by
petition method, including the provisions ofRCW 35A14.120, 130, 140 and ISO, have been
met. It is further determined that the petition for annexation to the City of Renton of the property
and tenitory described below is hereby approved and granted; the following described property
being contiguous to the City limits of the City of Renton is hereby annexed to the City of
Renton, and such annexation to be effective on and after the approva~ passage, and publication
of this Ordinance; and on and after said date the property shall constitute a part of the City of
2
; ,
20050627000165.004
ORDINANCE NO. 5138
Renton and shall be subject to all its laws and ordinances then and thereafter in force and effect;
the property being described as follows:
See Exhibits «A" and "B" attached hereto and made a part hereof as if fully set
forth herein .
[Sai~ property, approximately 27.5 acres in area, is generally located between
126 Avenue SE on the west and Union Avenue NE on the east. SE lOOib Street
(if e~ended) gene~lIy forms the northern boundary of the annexation area. SE
102D StreetINE 22 Street generally forms the sou~ern boundary of the area.]
and the owners of the property within the annexation shall assume their fair share of the
outstanding indebtedness of the City of Renton as prescribed in RCW 3SA.14.120 as it pertains
to the property, and the property shall be subject to the City's Comprehensive Plan and Zoning
Code.
SEC'QONll. This Ordinance shall be effective upon its passage, approval, and
five days after its publication.
A certified copy of this Ordinance shall be filed with the King County Council, State of
Washington, and as otherwise provided by law.
PASSED BY THE CITY COUNCn. this 23ra day of_.wMaal¥-T ____ --J. 2005.
Michele Neumann, Deputy City Clerk
3
20050627000165.005
ORDINANCE NO. 5138
APPROVED BY THE MAYOR this 23rd day of ___ M_a=-y _____ -->. 2005.
Kathy ~olker~ Wheeler, Mayor ......
Date offublication: 5/27/2005 ( summary)
ORD.1185:514/05:ma
4
ORDINANCE NO. 5138
Exhibit A
HONEY CREEK EAST ANNEXATION
LEGAL DESCRIPTION
20050627000165.006
I -
That portion of the Northeast quarter of Section 4. Township 23 North. Range 5 East.
W.M .• King County, Washington, described as follows:
Beginning at the southeast corner of Lot 12, Block 3 of Sierra Heights. as recorded in
Volume 54 of Plats, Page 3, records of King County, Washington in said Northeast
quarter. said southeast comer also being a point on the existing City limits line of the City
of Renton as annexed under Ordinance No. 4070;
Thence westerly along the south line of Block 3 of said plat and said existing City limits
line, to the southwest comer of Lot 2 of said Block 3;
Thence northerly along the west line of said Lot 2 and said existing City limits line, to a
point 10 feet southerly of the northwest comer of said Lot 2. said point also being an
intersection with the southerly right-of-way margin of SE 102nd Street (NE 22nd Place);
Thence westerly. northerly and westerly along said southerly right-of-way margin and
said existing City limits line, to an intersection with the easterly right-of-way margin of
128th Avenue SE (Queen Avenue NE);
Thence continuing westerly along the westerly extension of said southerly right-of-way
margin, crossing 128th Avenue SE (Queen Avenue NE), to an intersection with the east
line of Block 1. Albert Balch's Sierra Heights No.4, as recorded in Volume 61 of Plats.
Page 18. records of King County. WdShington, said east line also being the westerly
right-of-way margin of 1281h Avenue SE (Queen Avenue NE);
Thence northerly along said east line and said westerly right-of-way margin. to the
southeast corner of Lot 10 of said Block I;
. Thence westerly along the south line of said Lot 10, to the southwes~ comer thereof;
Thence northwester1y along the west line of said Block I, to an intersection with the
southeasterly right-of-way margin of a loo-foot wide Puget Sound Energy transmission
line, said intersection also being an angle point on the west line of Lot 5 of said Block 1;
. Then northeasterly in part along the west line of srud Block 1 and said southeasterly
right-of-way margin of said transmission line, crossing SE IOOlh Street (NE 25th Street),
20050627000165.007
ORDINANCE NO. 5138
to an intersection with the northerly right-of-way of SE 100th Street (NE 25th Street) in
Government Lot 2 of said Northeast quarter;
Thence westerly along said northerly right-of-way margin, to an intersection with the
centerline of said 100-foot wide transmission line;
Thence northeasterly along said centerline, to an intersection with the east line of said
Government Lot 2;
Thence southerly along said east line, to an intersection with the north line of the south
1.320 feet of said Northeast quarter;
Thence easterly along said north line, to an intersection with the west line of the east 400
feet of said Northeast quarter;
Thence southerly along said west line, to the north line of the Southeast quarter of said
Northeast quarter; . .
Thence eaSterly along said north line, to an intersection with the west line of the east 30
feet of said Northeast ~uarter, said intersection also being a point on the westerly right-
of-way margin of 132n Avenue SE (Union Avenue NE);
Thence southerly along said westerly ri§ht-of-way margin, crossing SE 101s1 Street (NE
24th Street) and SE 102nd Street (NE 22n Place), to the southeast corneT of Lot 12, Block
3 of said plat of Sierra Heights and the point. of beginning.
H:\File Sys\LND -Land Subdivision & Surveying Records\LND-Ol -Legal
Descriptions\HONEY CREEK EAST ANNEXATION.doc\R1M\tb Page 2
I , ~ • • •• " I. ' " .
ORDINANCE NO. 5138
Exhibit B
Honey Creek East Annexation
+ tID. A1c.I'I_b. MmiJri.1!1IIOr . e economic ~."elopmcnlo Neigbborhoods & Str.llCgic Planning
iI' O. Del Rosorlo 22 April 21m
I·; .. ' ",,:.·."1 AMexaiion Area
_ - -Cily Umits
o
I
400 ! ;
1 : 4800
20050627000165.008
800 t
I r
\,
I IfFCEIVEn
APR 1 f.20051
/Cr Ans't ~A~ ---.
PACIFIC NoImiWHST TITLE
CompaI'\Y ofWuhinpn. Inc.
TO: Daley Morrow and Poblete
726 Auburn Way North
Auburn, WA 98002
215 Columbia Street
Seattle, Washington
98104
cc:
Attn: Sean
Ref. # 02290
Lakeridge Development
P.O. Box 146
Renton, WA 98057
Attn: Wayne Jones
SUPPLEMENTAL REPORT #2
TO THE PLAT CERTIFICATE
PNWT Order Number: 490625
Buyer/Borrower: Lakeridge
The following matters affect the property covered by this order:
• A Full Update of the Plat Certificate from March 18, 2003 through
April 5, 2005 at 8:00 a.m. has disclosed the following:
• Paragraph 13, 14 and 15 of the .commitment is/are out, 2003 & 2004
taxes are paid in full.
• The following has been added as paragraph 16, 17 18 and 19:
16. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON PROPERTY
HEREIN DESCRIBED AS GRANTED IN DEED:
RECORDED:
RECORDING NUMBER:
GRANTEE:
November 14, 2003
20031114000579
King County
17. GENERAL AND SPECIAL TAXES AND CHARGES:· FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
2005
042305-9228-01
4155
Portion of Parcel A
CURRENT ASSESSED VALUE: Land: $486,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $6,076.92
SPECIAL DISTRICT: $2.31
$5.00
: ...... .
TOTAL BILLED: $6,084.23 PAID: $0.00
(continued)
TOTAL DUE: $6,084.23
SUPPLEMENTAL TITLE REPORT
Page 2
Order No. 490625
18. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
2005
042305-9229-00
4155
AFFECTS: Remainder of Parcel A
CURRENT ASSESSED VALUE: Land: $172,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $2,150.68
SPECIAL DISTRICT: $91.43
$10.57
$1. 50
$5.00
TOTAL BILLED: $2,259.18 PAID: $0.00 TOTAL DUE: $2,259.18
19. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
2005
042305-9004-01
4155
Parcel B
CURRENT ASSESSED VALUE: Land: $1,000.00
GENERAL TAXES:
SPECIAL DISTRICT:
TOTAL BILLED:
Improvements: $0.00
AMOUNT BILrlED
$12.50
$1. 50
$5.00
$19.00 PAID: $0.00 TOTAL DUE: $19.00
• The legal description has been amended to read as follows:
As on EXHIBIT A, attached.
• There has been no change in the title to the property covered by this
order since March 18, 2003, EXCEPT the matters noted hereinabove.
Dated as of April 8, 2005 at 8:00 a.m.
cg
PACIFIC NORTHWEST TITLE COMPANY
By: Mike Sharkey
Title Officer
Phone Number: 206-343-1327
(continued)
c.
SUPPLEM~NTAL TITLE REPORT
Page 3
Order No. 490625
EXHIBIT A
PARCEL A:
That portion of the east half of the northeast quarter of Section 4,
Township 23 North, Range 5 East, W.M., in King County, Washington,
described as follows:
Beginning at a point on the east line of said subdivision which is
north 1°55'59" east 990 feet from the southeast corner thereof;
thence north 88°19'25" west for a distance of 650 feet;
thence south 1°55'59" west for a distance of 170 feet;
thence north 88°19'25" west for a distance of 660.89 feet to the
west line of the subdivision;
thence north 1°36'00" east along said west line for a distance of
500 feet;
thence south 88°19'25" east for a distance of 1,313.80 feet to the
east line of said northeast quarter;
thence south 1°55'59" west for a distance of 330 feet to the point
of beginning;
EXCEPT the north 300 feet of the east 400 feetthe,reof,
EXCEPT the west 135.11 feet of the south 170 feet thereof;
EXCEPT the east 10 feet of the south 170 feet thereof;
EXCEPT the east 30 feet of the remainder for road;
AND EXCEPT that portion conveyed to King County by deed recorded
under Recording Number 20031114000579.
PARCEL B:
That portion of the southeast quarter of the northeast quarter of
Section 4, Township 23 North, Range 5 East, W.M., in King County,
Washington, described as follows:
Beginning at the northwest corner of Lot 1, Block 1, Sierra Heights,
according to the plat thereof recorded in Volume 54 of Plats,
page 3, in King County, Washington;
thence south 1°55'59" west along the west line of said lot and its
production a distance of 170 feet;
thence north 88°19'25" west 10 feet;
thence north 1°55'59" east 170 feet;
thence south 88°19'25" east 10 feet to the point of beginning;
AND EXCEPT that portion conveyed to King County by deed recorded
under Recording Number 20031114000579.
END OF LEGAL DESCRIPTION
, ' \ I
RETURN ADDRESS A~ ~
Kmg County Property Services DIVISion
500 Fourth Avenue, Room 500A 11110111110111 20031114000579 Seattle, WashIngton 98104 K%NG COUNTY QCD 0 a8 1 ... ~0()5-O~7 til PAGEa" OF ee3 .
Reference No
Grantors
Grantee
Legal Des
TaxID#
N/A
11/14/28ea 1811A1Z KINO COUNTY. '"
E2001765
11/14/2883 18'12 KING COUNTY. lolA TAX se ee SALE $' 0e
Wm Wayne & Debra Jones. Jr
Lakendge Development, Inc
KmgCounty
PAGE0!111 OF !II!IIi
Por G L 1 & S E 114, N E 114. SEC 4, T-23N, R-SE, W M
042305 9004, 9228 & 9229
QUITCLAIM DEED
20031114000579.001
The GRANTORS. Wm Wayne and Debra Jones, Jr, husband and Wife, whose address IS 1800
S E 7th Court, Renton, Wa 98057. and Lakendge Developme~ Inc , a Waslnngton corporatlon, whose
address IS POBox 146, Renton, Wa, 98057, for and m consideratIOn of mutual benefits, conveys and
qUIts claun to KlNG COUN1Y, a polmcal subdIVISIon of the State ofWashmgton, the followmg
descnbed real estate, sItuate m the County of Kmg, State ofWashmgton, together WIth all after acqUIred
tItle of the Grantors therem, and to the same extent and purposes as If the nght herem had been acquIred
by condemnatIon proceedmgs under Emment DomatO sta1:tJtes of the State ofWashmgton
See Exlublt "A"
attached hereto and made a part hereof
Situate m the County ofKmg, State ofWashlDgton
Together WIth the nght to make all necessary slopes for cuts and fills upon the abuttmg property
on each Side of any road whtch IS now, or may be constructed hereafter on saId property, m conformrty
With standard plans and specificatIons for hIghway pUlposes, and to the same extent and purposes as If the
nght herem had been acqUIred by condemnatton proceedIngs under Emment Domatn statutes of the State
ofWashtngton
Page 1 of3
i • ". ' /III \ 20031114000579.002
(J~ ),AD2
~~' ~
STATE OFWASmNGTON
COUNTY OF KING
I certify that I know or have satisfactory evIdence that Wm Wayne and Debra Jones, Jf are the persons
who appeared before me, and sald persons acknowledged that they SIgned thIS Instrument and
acknowledged It to be theIr free and voluntary act for the uses and purposes mentlOned 10 the mstrument
DaI<xI~~? ;' 0 • ":"'S\ON /;'.1'.. •• ~ f. IYi .• ~~ ~··TL"1. (Se#Sf£M'~TAR\'~\ \ ~ :1r~l"~ 0: ~ ~ ~. PUBUC .: ~
"" ~'J 't ~~o,.e"28_1('J~~·· .! '. ......... ., \\\ OFW~ / \"", ........ -... --
STATE OFWASmNGTON
COUN1Y OF KING
I certtfy that I know or have satisfactory eVIdence that Wrn Wayne Jones, Jr IS the person who appeared
before me, and sald person acknowledged that he SIgned flus Instrument, on oath stated that he was
authonzed to exec!l~Instrument and acknowledged It as the Pres1dent of Lakendge Development,
Inc to be theJ;~1t '®tW)b'l: act of such party for the uses and purposes mentIoned 10 the Instrument
-........ OA. 't ... • 0 ' •• ~~,
Dated '0'" , ,..-:-" I AA _ ( ~ /0 ~Ol \' ': ~ I WCM.A~ l '0 -• i':
(Seal or ~ PUBUC Ii)./ J ae.d; 1'llf7L . .... ,~~\~'!1t! ~y~omtment_... o/dg/O/"
. "" ................
Page 2 of3
EXHIBIT "A"
QUITCLAIM DEED
LEGAL DEScRIPTION
PARCEL NUMBERS 0423059004 9228 & 9229
20031114000579.003
rnA T PORTION OF GOVERNMENT LOT 1, AND THAT PORTION OF THE SOUTIlEAST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORm, RANGB 5 EAST, W M , IN KING
COUNTY, WASlllNGTON, DESCRIBED AS FOLLOWS· .
BEGINNING AT THE NORTHWEST CORNER OF SAID SOUTHEAST QUARTER, ACCORDING TO THE
PLAT OF HONEY CREEK RIDGE DMSION No 1, RECORDED IN VOLUME [73 OF PLATS, PAGES 98
TIIROUGH 100, IN KING COUNTY, WASHINGTON,
THENCE SOUTH 01 °36'13" WEST ALONG THE WEST LINE THEREOF, A DISTANCE OF 225 28 FEET TO
THE NOR1HWEST CORNER OF LOT "A", KING COUNTY LOT LINE ADJUSTMENT No 184023,
RECORDED UNDER RECORDING No 8405020295, .
THENCE SOUTH 88°19'13" EAST ALONG THE NORTII LINE THEREOF, A DlSTANCE OF 30 00 FEET.
THENCE NORTII 01°36'13" EAST A DISTANCE OF 163 97 FEET TO THE BEGINNING OF A CURVE
CONCAVE SO'UTID3A~TERL Y, TIlE RADIAL CENI'ER OF WInCH BEARS SOUTH 88°23'47" EAST,
THENCE NORTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 25 00 FEET, TIIROUGH A
CENTRAL ANGLE OF 103°04'36" AN ARC DISTANCE OF 44 98 FEET TO THE BEGINNlNG OF A
COMPOUND CURVE CONCA VE SOUTHWESTERLY. THE RADIAL CENTER OF WInCH BEARS SOUTH
14°40'49" WEST,
TIlENCE SOUTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 27000 FEET, THROUGH A
CENTRAL ANGLE OF 25°35'30", AN ARC DISTANCE OF 12060 FEET,
TIlENCE SOUTH 49°43'40" EAST A DISTANCE OF 367 48 FEET TO TIlE BEGINNING OF A CURVE
CONCAVE NORTHEASTERLY, THE RADlAL CENI'ER OF WInCH BEARS NORTH 40°16'20" EAST,
THENCE SOUTHEASTERLY ALONG SAID CURVE, HAVING A RADIUS OF 33000 FEET, THROUGH A
CENTRAL ANGLE OF 38°34'58", AN ARC DISTANCE OF 22222 FEET TO THE MOST EASTERLY WEST
LINE OF SIERRA HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 54 OF
PLATS, PAGE 3, INKING COUNTY. WASHINGTON, .
THENCE NORm 01°56'11" EAST ALONG SAID WEST LINE, A DISTANCE OF 60 00 FEET,
THENCE NORTH 88°20'07" WEST A DISTANCE OF 0 14 FEET TO THE BEGINNING OF A CURVE
CONCAVE NORTHEASTERLY, TIlE RADIAL CENI'ER OF WInCH BEARS NORm 01°39'53" EAST,
THENCE NORTHWESTERLY ALONG SAID CURVE. HAVING A RADIUS OF 27000 FEET, TIIROUGH A
CENTRAL ANGLE OF 38°36'27", AN ARC DISTANCE OF 181 93 FEET,
TImNCE NORm 49°43'40" WEST A DISTANCE OF 367 43 FEET TO TIlE BEGINNING OF A CURVE
CONCAVE SOUTHWESTERLY, THE RADlAL CENI'ER OF WInCH BEARS SOUTH 40°16'20" WEST,
THENCE NORTHWESTERLY ALONG SAID CURVE. HAVING A RADrns OF 330 00 FEET, THROUGH A
CENTRAL ANGLE OF 38°35'09", AN ARC DISTANCE OF 222 24 FEET,
THENCE NORm 88°18'49" WEST A DISTANCE OF 0 04 FEET TO THE WEST LINE OF SAID
GOVERNMENT LOT 1,
TIIENCE SOUTH 01 °36'13" WEST ALONG SAID WEST LINE,
A DISTANCE OF 30 00 FEET TO TIIE POINT OF BEGINNING
Page 3 of3
TO. Daley Morrow and Poblete
726 AUburn Way North
Auburn, WA 98002
215 Columbia Street
Seattle, Washington
98104
cc.
Attn. Sean
Ref.f 02290
Lakeridge Development
P.O. Box 146
Renton, WA 98057
Attn. wayne Jones
SUPPLEMENTAL REPORT #1
PNWT Order Number: 490625
Buyer /Borrower : Lakeridge
The following matters affect the property covered by this order:
• A .u11 ~ta of the Plat Certificate from september 5, 2002 through
March 18, 2003 at 8.00 a.m. has disclosed the following.
• Paragraphs 10 and 11 of the commitment is/are out, 2002 tazes are
paid in full.
• The following has been added as paragraph 13.
13. GENERAL AND SPECIAL TAXES AND CHARClBS; FIRST HALF DBLINQIJBNT MAY 1,
IF UNPAID: SECOND HALP DBLINQUBNT NOVEMBER 1, IP UHPAID.
DU.
'l'AX AC!CO'IJJr.l' IIDMBBR.
LEVY CODB.
2003
042305-9228-01
4155
AFFECTS: A portion of Parcel A
CURRBNT ASSBSS~ VALUE: Land. $2,080,000.00
Improvements. $.0.00
AMOUNT BILLED
GENERAL TAXES. $24.162.71
SPECIAL DISTRICT: $2.31
$5.00
TOTAL BrLLBD. $24,170.02 PA:m' $0.00
(eontinued)
TOTAL DUB. $24,170.02
SUPPLEMENTAL TITLE REPORT
Page 2
Order No. 490625
• The following has been added as paragraph 14:
14. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YBAll.
TAX ACCOUHT mJIIBBJl.
LEVY CODE:
2003
042305-9229-00
4155
AFFECTS: The remainder of Parcel A
CURRmI'l' ASSESSED VALUE: Land:. $160,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $1,858.67
SPECIAL DISTRICT: $91.43
$10.57
$1.50
$5.00
TO'1'AL BILLBDr $1,967.17 PAZlh $0.00
• The following has been added as paragraph 15:
TOTAL DUB. $1,967.17
15. GENERAL AND SPECIAL TAXES AND CHARGES. FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVBMBBR 1, IF UNPAID:
DAR.
orB ACCOlDlT IIIDIBBR.
LEVY CODE:
AFFBCTS:
2003
042305-900'-01
4155
Parcel B
CURRENT ASSESSED VALUE, Land: $1,000.00
GENERAL TAXES:
SPECIAL DISTRICT:
TO'l'AL BXLLBDr
Improvements: $0.00
AMOUNT BILLED
$11.62
$1.50
$5.00
$18.12 PAZDI ($0.00)
(continued)
TO'l'AL J)UJI. $18.12
SUPPLEMENTAL TITLE REPORT
Page 3 Order No. 490625
• There has been no change in the title to the property covered by
this order since September 5, 2002, EXCEPT the matters noted
hereinabove.
Dated as of March 24,-2003 at 8:00 a.m.
mlts
PAClrIC NORTBNBST TITLB COMPARY
By. 1Iike Sharkey
Title Officer
PhoDe HUmber. 206-343-1327
;---
\
PACIFIC NORTHWEST TITLE COMPANY
OF WASHINGTON, INC.
215 Columbia Street
Seattle, Washington 98104-1511
Senior Title Officer, Mike Sharkey (mikesharkey@pnwt.com)
Title Officer, Curtis Goodman (curtisgoodman@pnwt.com)
Title Technician, Kim Pellegrini (kimpellegrini@pnwt.com)
Unit No. 12
( FAX No. (206) 343-1330
Telephone Number (206)343-1327
Daley Morrow and Poblete
726 Auburn Way North
Auburn, Washington 98002
Attention: Sean
Title Order No. 490625
CERTIFICATE FOR
FILING PROPOSED PLAT
Your Ref.: 02290
GENTLEMEN:
PLAT CERTIFICATE
SCHEDULE A
In the matter of the plat submitted for your approval, this Company has
examined the records of the County Auditor and County Clerk of King
County, Washington, and the records of the Clerk of the United States
Courts holding terms in said County, and from such examination hereby
certifies that according to said records the title to the following
described land:
As on Schedule A, page 2, attached.
IS VESTED IN:
WM. WAYNE JONES and DEBRA JONES, JR., as to Parcel A and LAKERIDGE
DEVELOPMENT, INC., a Washington corporation, as to Parcel B
SUBJECT TO THE FOLLOWING EXCEPTIONS:
As on Schedule B, attached hereto.
CHARGE:
TAX:
$200.00
$ 17.60 TOTAL CHARGE: $217.60
RECORDS EXAMINED TO: September 5, 2002 at 8:00 a.m.
PACIFIC NORTHWEST TITLE
Mike Sharkey
Senior Title Officer
Unit No. 12
OF
PLAT CERTIFICATE
Schedule A
Page 2
Order No. 490625
In the matter of the plat submitted for your approval, this Company has
examined the records of the County Auditor and County Clerk of King
County, Washington, and the records of the Clerk of the United States
Courts holding terms in said County, and from such examination hereby
certifies that according to said records the t'itle to the following
described land:
PARCEL A:
That portion of the east half of the northeast quarter of Section 4,
Township 23 North, Range 5 East, W.M., in King County, Washington,
described as follows:
Beginning at a point on the east line of said subdivision which is
north 1°55'59" east 990 feet from the southeast corner thereof;
thence north 88°19.'25" west for a distance of 650 feet;
thence south 1°55'59" west for a distance of 170 feet;
thence north 88°19'25" west for a distance of 660.89 feet to the
west line of the subdivision;
thence north 1°36'00" east along said west line for a distance of
500 feet;
thence south 88°19'25" east for a distance of 1,313~80 feet to the
east line of said northeast quarter;
thence south 1°55'59" west for a distance of 330 feet to the point
of beginning;
EXCEPT the north 300 feet of the east 400 feet thereof,
EXCEPT the west 135.11 feet of the south 170 feet thereof;
EXCEPT the east 10 feet of the south 170 feet thereof;
AND EXCEPT the east 30 feet of the remainder for road.
PARCEL B:
That portion of the southeast quarter of the northeast quarter of
section 4, Township 23 North, Range 5 East, W.M., in King County,
Washington, described as follows:
Beginning at the northwest corner of Lot I, Block I, Sierra Heights,
according to the plat thereof recorded in Volume 54 of Plats,
page 3, in King County, Washington;
thence south 1°55'59" west along the west line of said lot and its
production a distance of 170 feet;
thence north 88°19'25" west 10 feet;
thence north 1°55'59" east 170 feet;
thence south 88°19'25" east 10 feet to the point of beginning.
END OF SCHEDULE A
GENERAL EXCEPTIONS:
PLAT CERTIFICATE
Schedule B
Order No. 490625
1. Rights of claims of parties in possession not shown by the public
records.
2. Public or private easements, or claims of easements, not shown by
the public record.
3. Encroachments, overlaps, boundary line disputes, or other matters
which would be disclosed by an accurate surveyor inspection of the
premises.
4. Any lien, or right to a lien, for services, labor or material
heretofore or hereafter furnished, imposed by law and not shown by
the public records, or Liens under the Workmen's Compensation Act
not shown by the public records.
5. Any title or rights asserted by anyone including but not limited to
persons, corporations, governments or other entities, to tide lands,
or lands comprising the shores or bottoms of navigable rivers,
lakes, bays, ocean or sound, or lands beyond the line of the harbor
lines as established or changed by the United States Government.
6. (a) Unpatented m1n1ng claims; (b) reservations or exceptions in
patents or in Acts authorizing the issuance thereof; (c) water
rights, claims or title to water.
7. Any service, installation, connection, maintenance, capacity, or
construction charges for sewer, water, electricity or garbage
removal.
8. General taxes not now payable or matters relating to special
assessments and special levies, if any, preceding the same becoming
a lien.
9. Indian tribal codes or regulations, Indian treaty or aboriginal
rights, including, but not limited to, easements or equitable
servitudes.
SPECIAL EXCEPTIONS:
PLAT CERTIFICATE
SCHEDULE B
Page 2
Order No. 490625
1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE: Puget Sound Power & Light Company
PURPOSE:
To construct, erect, alter, improve, repair, operate and maintain
two electric transmission and distribution lines
AREA AFFECTED:
RECORDED:
RECORDING NUMBER:
An undetermined portion of north 104
feet, more or less, of herein
described premises
January 31, 1929
2515267
2. EASEMENT AND THE TERMS AND .CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE:
PURPOSE:
AREA AFFECTED:
RECORDED:
RECORDING NPMBER:
Pacific Northwest Bell Telephone
Company, a Washington corporation
Underground communication lines with
wires, cables, fixtures and
appurtenances
The north 5 feet of the south 30
feet of the most easterly 660 feet
of said premises
January 18, 1979
7901180977
3. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE: City of Renton
PURPOSE:
Constructing, installing, reconstructing, replacing, repairing,
maintaining and operating a sewer pipe line and lines and all
necessary connections and appurtenances thereto
(continued)
AREA AFFECTED:
RECORDED:
RECORDING NUMBER:
PLAT CERTIFICATE
SCHEDULE B
Page 3
Order No. 490625
The east 10 feet of the north 130
feet of the most southerly 170 feet
of said premises
July 9, 1979
7907090780
4. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE: City of Renton
PURPOSE:
Constructing, installing, reconstructing, replacing, repal.rl.ng,
maintaining and operating a sewer pipe line and lines and all
necessary connections and appurtenances thereto
AREA AFFECTED:
RECORDED:
RECORDING NUMBER:
Easterly portion of said premises
July 9, 1979
7907090782
5. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE:
PURPOSE:
AREA AFFECTED:
DATED:
RECORDED:
RECORDING NUMBER:
Puget Sound Power & Light Company, a
Washington corporation
An underground electric distribution
system
As constructed or to be constructed,
extended or relocated, lying within
the west 50 feet of the north 50
feet of said premises
December 29, 1994
January 13, 1995
9501130275
6. DECLARATION OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE
AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BY AND BETWEEN:
DATED:
RECORDED:
RECORDING NUMBER:
Honey Creek Ridge Homeowner's
Association and Lakeridge
Development, Inc.
November 10, 1997
November 12, 1997
9711120787
(continued)
PLAT CERTIFICATE
SCHEDULE B
Page 4
Order No. 490625
7. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING,
BUT NOT LIMITED TO, THE FOLLOWING:
GRANTEE:
PURPOSE:
AREA AFFECTED:
RECORDED:
RECORDING NUMBER:
City of Renton, a municipal
corporation
Constructing, reconstructing,
installing, repairing, replacing,
enlarging, operating and maintaining
utilities and utility pipelines
Southeasterly portion of said'
premises
December 9, 1999
19991209001432
8. AREA CHARGES, FRONT FOOTAGE CHARGES, AND CONNECTION FEES FOR SEWER
SERVICE AS DISCLOSED BY CITY OF RENTON ORDINANCE NO. 4025,
ESTABLISHING A SANITARY SEWER SERVICE SPECIAL ASSESSMENT DISTRICT:
RECORDED:
RECORDING NUMBER:
AFFECTS:
December 3, 1986
8612031455
Said premises and other property
9. CITY OF RENTON ORDINANCE NO. 4482 ESTABLISHING AN ASSESSMENT
DISTRICT FOR SANITARY SEWER SERVICE IN THE SIERRA HEIGHTS PORTION OF
THE HONEY CREEK SUB-BASIN AND ESTABLISHING THE AMOUNT OF THE CHARGE
UPON CONNECTION TO THE FACILITIES:
RECORDED:
RECORDING NUMBER:
AFFECTS:
December 2, 1994
9412020474
Said premises and other property
10. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
CURRENT ASSESSED VALUE:
042305-9228-01
4155
A portion of Parcel A
Land: $1,922,000.00
Improvements: $0.00
(continued)
/
YEAR: 2001
GENERAL TAXES:
SPECIAL DISTRICT:
PLAT CERTIFICATE
SCHEDULE B
Page 5
AMOUNT BILLED AMOUNT
$23,799.74 $0.00
$1. 66 $0.00
Order No. 490625
PAID
$5.00 $0.00 .
TOTAL BILLED: $23,806.40 PAID: $0.00 TOTAL DUE*: $23,806.40
PLUS INTEREST
YEAR: 2002 AMOUNT BILLED AMOUNT PAID
GENERAL TAXES: $25,033.42 $0.00
SPECIAL DISTRICT: $2.31 .$0.00
$5.00 $0.00
TOTAL BILLED: $25,040.73 PAID: $0.00 TOTAL DUE*: $25,040.73
PLUS INTEREST
*CONTACT THE ASSESSORS OFFICE AT (206) 296-4184 FOR A PAYOFF FIGURE
THAT WOULD INCLUDE ALL INTEREST, PENALTIES AND CHARGES THAT HAVE
BEEN ASSESSED. SAID FIGURE WILL INCREASE ON A MONTHLY BASIS.
11. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1,
IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
AFFECTS:
2002
042305-9229-00
4155
The remainder of Parcel A
CURRENT ASSESSED VALUE: Land:. $161,000.00
Improvements: $0.00
AMOUNT BILLED
GENERAL TAXES: $1,906.52
SPECIAL DISTRICT: $87.10
$14.90
$1.50
$5.00
TOTAL BILLED: $2,015.02 PAID: $1,007.51 TOTAL DUE: $1,007.51
12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:
TRUSTEE:
BENEFICIARY:
AMOUNT:
DATED:
RECORDED:
RECORDING NUMBER:
AFFECTS:
Lakeridge Development, Inc.
Riveridge Construction, Inc.
Debra and Wayne Jones
$419,020.57
December 23, 1999
January 11, 2000
20000111001390
Parcel· A
(continued)
PLAT CERTIFICATE
SCHEDULE B
Page 6
Order No. 490625
The amount now secured by said Deed of Trust and the_ te~s upon
which the same can be discharged or assumed should be ascertained
from the holder of the indebtedness secured.
Said Deed of Trust did not recite a proper Trustee. Said Deed of
Trust must be recorded to recite a proper Trustee pursuant to
Washington State statute.
NOTE 1: GENERAL AND SPECIAL TAXES AND CHARGES, PAID IN FULL:
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE
2002
042305-9004-01
4155
CURRENT ASSESSED VALUE: Land: $1,000.00
GENERAL TAXES:
SPECIAL DISTRICT:
TOTAL BILLED:
Improvements:$O.OO
$11. 84
$1.50
$5.00
$18.34 PAID: $18.34
END OF SCHEDULE B
Title to this property was examined by:
Ralph Potts
Any inquires should be directed to one of the title officers set forth
in Schedule A.
cc: Lakeridge Development/Renton/Attn: Wayne Jones
rag
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_SF -
PACIFIC NORTHWEST TITLE
Company of Washington, Inc.
Order No. 490625
IMPORTANT: This is not a Plat of Survey. It is fumlshed as a con¥enience to
locate the land indicated hereon with reference to streets and other land. No liability
is assumed by reason of reliance hereon.
,. -1" III
Brit' II .;. ,~ ,!~.' '_U DJ.5P
III2IJ CIIJI
N
... \
L· \ I
i " ""_
;,/i",,"/'" /~ER RECORDING, RETURN TO:
. f / ,f l~. I
IIII~ 20 0041 .. v •v • " III
:{ {{ ,// /f'" .,/' .): ...... \ ....
'\,"""'" ,/W~::'W&yne & Debra Jones, Jr. "" .. ,,,,",, .. -,,., .. / /'9': 1!,6x,/1,,4tr""""';':; /''''''''-'}
PACIFIC NY TIT QCD
PAGI m=OF 112 14/141 II 11 18 KING TV, WA
\·R.eJttOJ,l;~/WA:·'80~;?'/ ...... ,.f .""'"
<""/ (""~:,:~.:::~~,,/':,,,>/i,,~fJ· ,,/ E1747189
<,· ..... ,.,,/r It'~4a8nv~4~4
/,:' ,;" ". ':'. s~ Ii':: PAGE eel OF "Z
/","; ',!:~:;:~{?~~~i,t» FI'(i6~fNWT2-
.... '/ }:,r"l:::~; '.; . .,~ ... ./ if .::.: ..... ~~) .l .. /' /'
,/ .,/~s ~eed is made this 31 day of M.~J,t, ?-<>pOtibetween Lakendge Development, Inc, a
W~to~;"'O()rpo@t1on, as Grantor, whose ~~!'is PO Box 146, Renton, WA, 98057, and wm.w~6 an'd';D~bra Jones Jr., as Grantee, who~ address is 1800 SE 7th Court, Renton, WA 9805s:~~~i2:~~~{~,~~pfGranree'S agreementnm: ~Wrect recoW'e
against Grantor for 8rnoUqts d\!~"Gritptee:-6n'9bhgatlons secured by a Deed of Trust (as
heremafter described) whlbh.~c~,be,ifthe.toHo;wing-described property (the "property"),
hereby conveys, grants and qUll'~~s ~6 sJ$t~,'a1r()f,Grantor' s right, title and interest in and
to the Property sItuated in the CouniY 6()CI~g~/$ia~:;of \y~~gton, legally descnbed as follows
.-i"" ... }, :\ (''''''",:::,',,<,,/ .r;~~:;, ."\ /"-,/""'''7
That portion of the east Wdf.of.-the .orth~ quarter of Section 4, ," ,:' ~" .:' f l TownshIp 23 North, Range 5 E~~; \Y'~' ,}h ltifig Co.unty, WashIngton,
descnbed as follows'~:"""/ f :(
\, .. ,,].
Beginning at a point on the east line of said subdivislon which IS
North 1 55'59" east 990 feet from the southeast comer thereof;
thence north 88 19,25" west for a dIstance of 650 feet, thence
South 1 5 5' 59" west for a distance of 170 feet; thence north
88 19'25" west for a distance of 660.89 feet to the west hne of the
Subdlvlsion,
Thence north 1 36'00" east along SaId west line for a distance of
500 feet>·"". Then.c~ $d~tb"83..19'25" east for a distance of 1,313.80 feet to the Eastili~~ of'~ai(.f northeast quarter, Thfnd~ sotitlt''l,55'.59'' west for a distance of330 feet to the pomt Of~~einl~!n:~{' /;.::":',, " .. ,.,
EXCEPT'the north. 300''feet'of the· east 400 feet thereof,
EXCEPT the,~e~t.J3':5 ,rffeet6tthc'§outh.170 feet thereof;
EXCEPT the east! O. fJet"'O£,·th~ s9uU1'1700'feet-thereof, .
AND EXCEPT the east-3t( fe~t if tHe r.ema~rtder for road ,: .. " . /" ' }: <.. .... ,;
.' . . .
ASSESSOR.' S TAX PARCEL NOMBEll : 042305-92~~70L
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./'" ,i"'/ T&gJher with all after-acquired tItle of Grantor therem, all tenements, hereditaments and
,,.i /i",/appUrt(!nances, now or hereafter thereunto belonging in or anywIse appertaIning, and the rents,
~t \"'-'/ ~~,ue~:~(fprofits thereof; and all fixtures and property that may be now located upon the
'\, ... ,,, ..... , .. _ ... ,,,'·'p,ropertY ~d·impro.ve~~nts Nothing In this Deed shall be construed to constItute a merger WIth
61;<' whl.y~f·o.f(lrahtpe.{s~~sY interest in the Property evidenced by th.at certain Deed of Trust
dated· . .oe~erii.be~ }3:'?1~.2~rsn9.,~ded January 11,2000, under Kmg County Audltor'sNo
2000011 roO.l3.90~.,and' srl.chq~ea::6fTrust, together with the oblIgations secured thereby, shall
remaIn m full forC.eian4,e~'{.9fwI~tandl1'u~, .. the granting of thIS Deed Grantor understands ····.t: ;: ~. .:' .,' ,,' .::. (-:t
and acknowledges tha(Qtante~t·triay.:·Rui$.u~.,6Ither a judicial or non Judicial foreclosure of the
Deed of Trust, and Grantolne'r~h}/expi'Js~iy;;hqnsePts to fu,e naming of Grantor as a party defen~i·to.,,~y JudICial pr~eeqirig::::s~bj~t '~lJ~l~fl~n of dIrect recourse set forth herein above,"'''' ."\: '."" .... ,.. ,,:" .,..t .. · ...... , .. , .... ,..; ./,i
" ·:······::.l ,( .{ ••.••. :y ./: ~.// ./'/'
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i"" GRANTOR.
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On tlus cd r.s day of ~~t.2~~:'b.i,fb~.~;tnei\a,!jo~ PublIc In and for the
State of Washington, personally appeared'" A.. .. ,:;:. ., P ;/ ;::s.: ,personally known
to me (or proved to me on the basIS of satIsfactory evid~~F)i o.pe".the,/personwho executed tlus
instrument, on o~th stated that (s )he was authorized to execute""th~ m~~trument, and acknowledged
It as thC\. Soc (~ UP=-IIC-of Lakendge DeveloPm.9ht, Inc To be the free and
voluntary act and deed of said corporation for the uses and purposes mentioned in the Instrument.
IN WI1NESS WHEREOF, I have hereunto set my hand and offiCial seal the day and year
first above wntten
ClibPDF -www.fastio.com
Notary PublIc and for the state of
Wash1~gton, resi~ing at#2~
CommiSSion expires C1
",:
'-
STEWART TITLE COMPANY of Washington, Inc.
THIS SPACE PROVIDED FOR RECORDER'S USE
F1LED FOR RECORD AT REQUEST OF
STEWART TITLE COMPANY OF WASHINGTON, INC.
10801 Mlin Street. Suite 115
Bellevue, Washington 98004
WHEN RECORDED RETURN TO
~~m. ,OOERIWB DEV!iLOPNENi, INC.
Addr ... P.o. BOX 146
RENTON, WA 98057 City. Stllte. ZIp -.:==::.::-=_.:..:.:..: _____ _
ESCROW NUMBER. 21014124
Statutory Warranty ~.
VERNON G. BtJTI'LESS AND KATBLEER"'mr.rI'LESS, BOSBAND AND NIPE In THE GRANTOR
SJ ~ for Ind In can.ld ... tlan a' TEN DOLLARS AND 0'1'BER GOOD AND VALUABLE CONSIDERATION
M g In hand p.ld. canvtlya and .Imntl to LAKERIDGE DEVELOPMENT, INC., A WASHINGTON
~ CORPORATION
Ihe 'allowlnll d.lcrlbld rill ........ 1I11"ld In Ih. County of KING • Stall 01 Wllhlngton:
SEE EXHIBIT "An ATTACHED HERETO AND BY 'l'BIS REFERENCE INCORPORATED
HEREIN
SDBJECT TO: Area charges, front footage charges and connection fees for sewer service as disclosed by City of Renton Ordinance No. 4025, establishing a Sanitary Sewer Service Special Assessment
district recorded December 3, 1986, under Recording No.
8612031455.
May 24, 1994
....
•
Ih.1
ITA'. or WASHINGTON.
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• "" .. Id _0'.... ""'11_11117 •• 1 ..... ,Ill. I"" ..... """'\. A. #0 ...... thO' •• -.. _ ...
.. _001 .... 11 to be I .lh.I,' , .... ,d ",'.ota" IC,IOf'te ~~iiCa.'i "'. ,.. I."" .. _ ..... " "'"
P'lrsMt'" m,,,.IQMd.I'I "'II '''llNtftIft', :~~~ •
,/ _() "-....... ...be""' .... • ....... • .. "ocI . S-pzS -9'L ; ~OTARY' "," _. IN__ .UIlo'''_'
a.i'/~ ~( .-;-;;;:P \,~1.~,~:.~1:!.:~;;;~~Do~'I_----------"i~' 0'; W·,,~ PlrIllllIA 1l1li 'or ,'" 11111 0' W .. hl ...... 1,\ ,.iJ .. ... \',,, .............. Idl .... __________ _
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M, .ppoIO""ftl _'''' _~7:.:.-~/!!..f_-...!.9~7-_-E 1377390 o!Jfl"71'gm--...... ,.,..~=---:="!~.,..., 356.00 20000.00
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EXHI8I'l' "A"
THE UNO m"mlU:D ro mm:i:N IS SI'1tIA1'Fil m 'IHE CDJNl"l OF KIm, STATE
OF Wl\SHDCl'CN J\ND m3:RIBfD lIS FrJLICMSI
That portion of the southeast quarter of the northeast quarter of Section 4, Township 23 North, Range 5 East, W.M., in King County,
Washington, described as follows:
Beginning at the northwest corner of Lot 1, Block 1, Sierra Heights; according to the plat thereof recorded in Volume 54 of Plats, page 3, in King County, Washington; thence south 1°55'59" west along the west line of said lot and its
production a distance of 170 feet; thence north 88°19'25" west 10 feet; thence north 1°55'59" east 170 feet; thence south 88°19'25" east 10 feet to the point of beginning.
. ..
,', ',;' .• ,': ;::",~i..~.;J'" ;_;:,~i;,i~~2~d'~"I:~Q~;:',~::
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-Lots l8-1i and 20 Elk 2 Plat of Aldine Ileights Add to West
Seattle, Wah
wi th atier acqu ired rta; Sub J however to all prior ,no . noll' ot
reo ill 8d ko1r ZQ to seoure tul111lment ot eaoh and every OOT ot
the t!1t~ora hl.1l cOlda1J1ed and espeo1all1 tap 0 f $10 "g~. '70 aoo to 3
1184 pol as tal; $1842.91 pbl to "I. J' .1i1ddletoA on or b at Sap l7-29;
on8 not. to r W4rO.98 pbl to 8d A.Dalk &: Co. OD 0 l' b et ~p 17-29;
. one note tor $4411.81 pb1 to 84 Ben Ba:r.:~'o. on or bet ~p 17-29;
11'1 tb. 1nt at ~ pa pbl mo
Harry H. Jamaa
2 wit. AllAa E. Jemes
ke .. Jall 3O-2i by lIar17 H.James and .Anna E.1.amea, hw bar R.H.CozUI1
np tor S1r rea at IS D..8 .Tun 20;.29 (Ml W T I Co) ---~ .. 'r'\.../ I .' :. ;" . \.. \-'l . \ :Y.o Jall 31-29 11-~7,; \'; "-.,. 2515266
Jan 1&-29 $10.. . '~"",,, -l""-A-"C:')
01110t Eriksen and Dorothy Eriksen ,··h'.. "-) V ...
to James 1I4.Gol.J.aD
Fp 0'1 and VI' to 8 P t be tdre sit in ko w
Lot 27 Blk 12 ~oslt1on He1ghts D1T No 2 aoo to plat reo 1J1 vol 17
of illata PI 46 rao ot kD '
SubJ to reama under aud tUe No 190i740 ot kow
Alao S1 b J t ~ a'Ymtg ill a \Ill 0 t $250 O.
Also suoJ t~ a oont ot sale to 1.0rTl11e Laaaterand Laura E.
Lasatwr, dtd Mar 24-28
Olat 11' 1kaen . . ' Doroth7 ·Er1ksen ..... .
key .TaA 16-2;~ b7 01ai ~1k_A, .. aAd .Doro:th7Erikaen. hw bet G. He
MaSQuaoD np tor BY rea at a A8 Mar 23-31 (Ml sp 318 N 79th St 01ty) ---~ /', y:--
Esmt Jail 31-29' 11-18 '-~ 7 Jan 29-29, 'Y.l cca --a-' .
A.T.Dr .. aDd Mtsrsaret F • .Dre., hw
to Puaat SoWI4 Power· & Light OompBD.Y.
'---SIl aa 2514816 --
St ot KIt 0 t N7¢ 0 t Sec 4. Tp 23 If R :; E W M
T:18 gtora shall make DO use ---,·be.l torm down to s1g ---
A.~.Dr ...
\'
Mar.re t F .Dr ••
key Jan 30-29 07 A. T.Drn and Mar~et 1.Dre". h. bet C. A.KoAr'hur
np tot-81t' 1' •• at Les'k8 Foreat Park, B 6 Seattle 118 3'8.Il 85-SS
(Fld b7 .p) ---
Esmt laD ~-2i 11-18 ( f/~...f(, 'Yl 2510aee
Jan 30-29 Tal OOA If../ ~
Henl"1 Boak and PhilippiDe Booie, 11 w ~ J t~ PugetSOWld Pow~" L1ghli ComplJlY, a ocnlp
---sm •• g5~85& ..... .;.
. '11-',
SE~ ot SVit ot :;)'0 10 Tp 24 N R 5 E W.M.
T;. e gtors shall make no use ---bal torm down to SiS --
The gtors lball ha.Te reoourse for ooJlpe~.at1on tor &0 ~ual damapa
-LO •• __ ... -.. _ ... _4 ...... _,.,,,,. ... "' ... ,o4" ••.
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E~mt Jti.D. 29-29 ll-59
Jan 28-29 val 0 on
Geo r eft J! .Mo ore and An;J.B. Moore, ~ . .,
r ~? '-.......
I .• ~ , ,;.. at; 148ti6 "......;~ .~. '
. .
, '.
to puget Sound Power t:. Light Company, a corp
Fp hoy ~ants and ols to sp 1 ts sa the rt priv and BUth to' a onstraot, ..... .
ereo·t;, alt er, improve, repair, operate and maintain TWO (2)
electr10 transm1ssioll and d1 stb-ll 11)),98, eaoh COllS 1sting t) t a single
or double 'row at steel or wooden poles or tOW81'S with braoes, guys
and &Z1ohora, transmission, d1stbn, telephone and telegraph wires,
insula'cars, orosaarms and other nee or convenient appurt and app11~
eneas, across aver and upon the fdld in kow
I,p"t 4 Blk: 13 C. D.H11lman' s .Lake (1~h1n.gt0!1 Garden at Eden Ada 1;0 5
Div No 8 ao'o to plat reo in vol,+~ or pluts pg 67 reo of kmv
-.. -" .
L'he stors sho.J.l i!ake no use of tft'e'ld' oaoup1ed by ad tracsmiss 10n
lines, or adjaoent tlito woh in the op1n1c3 ott the gtee interferes
with or endangers the operation qt ad 11088,· and no blast1ng shell, -...
be done w1t:a1n 300 rt of sd lines w1tht the first giving to the gte.e .J
1 ts aa resnbl nto 'thot in Wl"1 ting. . . ' .... --.~.-.-.--..
In exero1s1Il6 therts hIn,.grant.ad, tll'e gtee ita sa ~.-p-EiSs and
repass OTer adjaoe.atlds otthe g'IiOr8J 1 t mal" cut and remove al~
brt'tsh, trees and other obs'ruct1o.a.s weh in the op1n1on of the s'ee
1Ji~ef'ere.· wIth or eadanger the operation ot sd 1111e8; and it .,ay
rem.ove;(u:l or part 'or 'ita prop and equipment 'and may surl'ender th1 s
eat·. at azw:.time. . .
Tlie oo~.h1Jl: oonta1ned shall rUJ1 with the ld aal are bin.d1ng upon'
~];'. ·sub.s_quell t ow l18r.8 tho t. . .
. The.·co.itc·!n ot 38Ch ot sd tram1m1asioJ11ines shall be p11 with,
aild DOt ~o~ thBJl 25.1'td1stant one1the side .frea,s 't)r1J1center lil·.·.aoroB~.;sd 1d.but"·brao88, gu:'8, and anohors may be; pieced where
~most'. OOD.Te111 ant to the gtee,; _ , .. . George F .Mool.'e
. --' --~ . . ~a MOON
. -
k.cw.:Jaa·2&-29 b,. Georga l.Moore e.a.d Anna Moore, hw bet G.V.Balthaser lip to'r 8 .. rea at 3 ns Jan 20-33 on Chas. A, .MqArthur, y
3'17 Termir··'ll Bld 01 ty) ---. I '\--0 _.' '.
EanIt jan 29-~ 1&-1·· '" ~,>1 114857 .\,,-1. la.c·'Z~29 val 0011 '.I T
Ann1f':.:i~ .lJoran, 1nd1v and as extx am truste9 und the last w1ll, ot
F:rl31!oia Dar 8Jl, de ad .I
1:0 Puget Sound Powel' & Light Company, a corp
---8m as 856 ---
'Hi: ot NW; 0 t ~Wl-ot tleo 22 Tp 24 N R 5 E of VI M except Co road
The gtor hall m~ke no use ---bal torm down to ,t. ---
AIUi e F. Doran
Ann1e F.Doran, ex.
leew .Jan 28-29 bY' Annie F .Dorm, ladiv and as extx and ·trustee Ul1der
thi'last ·,,111 ot ir8l101s Doru, deed, be:t G.1;..Be.lthuer, np f~ 8" . '
res at 8 ns .Tan 20-33 (1.0. Sll_~~ 856) -..4-c:.!1 ~) V
\ '. /I "-I-,..
, tr,!J) I G"''''~A \
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COUNTYOP _________ _
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,. GaAITOU.. oTAJl!:.'3 L KETOAL'F & COKPAllY,!NC •. ,. a;,Waahinbrton
· . corpora. tiOD, .... : ., "'. '-.'
~ ".for anel 1u'·.condderat1on .of one elollar ($1,00) and· otb.ervaluable:constderat1on.
'.: the rece1pt oLwhlch·:1s.;hereby acknowleelged •. gunts.'.and·conveys :to··~GWTEE. cm ar
RENTON.'· King CoUnty,: Washington. '" irnm1eipal: corPoraticill;~:an·'.aall __ t ancl r1ght-oi·
way;. over';~aC::r08s •... alori~·,.through •. and under. the : following ,deiedbeel. property lituated I.
N
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.0
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g:.
I. CI!'o I' ~
in lUng C~UII~ , ... ~a8.~~~~~~~,.to~~:t: .... :".,:'.:: .::':' :.'. . .... , .
It. strip of land. ~~f.eet ;~~;~.~clth.Wtuise c~t~~1~~:/Sd~.~~:.~~~~ .. ::a;~.:follOW8:
COlllaellcing at a pointonthe·East·line.of Sectlon:~4,~Towship·.'23.North ...
Range SEWM, a diStance :oi 1320 feet Northerly'"o£:: the 5 Southeaiie '):iorner of the
Northe3st 1/4, cife saiil:.'lectlon; .. thence North·.88~19~.25'!~Wesl:,.a distance·of
405 feet to the true 'potnt ';0£', begiaDing;":tbenca :'So·utherlf •. parallal::to the
Easterly section line; .. Ia; dist&aCe:'of :325 . feet::to' .... ~po:l.l1t :lying'5~:feet· Northerly
of the"North 'line ;·of·.S1erra.:aeights Addition; ;"tbence' North' 88°19'2S-:West parallel~,w1th,:sa1dNortb line )l. ci1siance of 25S:;·feet·:to::.t:1e termination pOint,
. saicl point being 5 feet·. Northerly ... and 10.:feet Wester.ly .. ·o·f·:the Northwest. corner
of loOt 1. Block 1, Sierra . Heights :Addition .• '}i~j"·'?·'· ~...:,.:~;.: '.~:,:r.:.',...,: .. :."." ;' '.:~~·,J4~
. and . . '. . '.-"";;" ,:.; '" " ......... _::-.. ' . .
It. Itrip of :land 10 feet. in w.idth:.8eEol~te1:{;7;iinei1S;·d~~~r"i};~;;a8'£~llows:
Commenc:l.ng at a potnt on :Eaat·l:I.ne of s81d:Section;4,'.·870::feet·.Ro·ttliedy:of tha
Southeast corner of .tlle Northaast ·1/4 of 8ate!~'iieci:lonF:tluiriieNoith'88·19t 25"·
West, a distance cif::'660: feet to the:. truepo:l.nt:,ot"i:be8i1Ui1.iigr.'~ thenc·II"Southerly.
parallel' to the.Ea;tarly section .1:l.l1e.a: d:l.stanc·e of::50 ;'feet"/to"the'Nortli "line of
· !:~';~:;;i.~~~i:~:l::::· ~~~.L~l~~;~;,=!;~ a6d::~.~aDf1,,~~.e.· .~"\¥i,,:~~.er;.~t~Qhe ;~r~gb.t~:~f}:~8!!8.~'.;:'th8~e.tot.~~i,~.gre8s tbere-.frolll.;f.o..i:'.:z.t~~P'! .. ,. e~f~;~~jOY:i..DS .. ~b~;~~~,!ID~:~,and;.also;l~anitll1g-;~01:~~~~e,~::.~nd':to '. · ti98i0il4J14n.;;. 0 ·iorJ,forf.Grante.e .. ~tbe.' uee~.of': auch,~additi.oDat~area#lIiieaiate.li.;adja.cent .~~~ .... ··'·~a·.!."sb4Uillfj'~reqiii1-8d;'forJthe·:;coiiiatructlOii~of-:?t1i.'tii_8r.".plpe line -~l·.Ir.tJ ., .! ... $ .. ,.J;; . h'i-' .. d .... ·6::· ... 1':'··· ......... ., .... 4·l\·1·d' ·e;'·-.ifnf_"~···"···'·· f . . or,·: • .emeat •• ;8uC ,.au .. t_na .; Rea ,to 'ue~. e ,·to;;a, ... ·nece •• ary· or
that·.;purpoile", · .... ii';fiiiiH~:I.&tely:·8ftjjr,";t1ie'~c~ledc1i":;"oCthe''.boii ... trUctf.OD'tud ;:l.Dstallatlon,
or any~8iill'jj'equei1t ~entry-~Uiion . th"eail4ii1i_t':;;Giaiitea':8~11 :.reseore ~the ; premises III. near
as 11181 '118',::to:' :l.ts;co·oditlOn;1mmed:l.atelY'II·efci're.··,uch':con.tnc·tlon' or::; entry •.. ' .
:·,.: ..... ·!·.(· .. ·· .. ·,·:·.··_· •.. f • ..-:-•.•. -••.• -, •.• :;;_" •••• ~;,' •.••• ~.; .•••.•• ;,...~.: •.•• ,,: "'I"'~.: , ..... . . . "\. :·~;,tntii':~sj~~mOF,· Gi~~t~r~·~ve here~n~~ set ti:'ei o· d'~his / 7tb
day of. October' .:. , 196.!!....:-.· . './ . /"
JAHES Ie METCALF' & COlr\:PJ. C, /. , .. , G
StATE OF WASHINGTON
sa:
KING COUNTt
O!: chill ~ day of gctobgr , 19~ before ma, the undersignee!, R
Notary Public in and for the S~te.of Wa¥11"JtOn_~~u~y commissioned &Dd swo~n personally
appeared JOsePb W. HSDllford, rat.ceoll ·tcF!li~iia to be the individua1s, ___ _
descr:l.bed in and who executed the foregoing instrument, and acknowledged to me that
____ ~~~t~heY signed and sealed thA i.Dstrument as their free and voluntery
act and depri for the uses ane! purposes therein mentioned.
WITNESS my hend'and official seal hereto affixed the day and year in this
cert:l.f1cate above wr1S~ep.
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:" EXCIse TAX NOT REQUIRED
~ Kln g Co. Records OlYlsion
By ~f~ , Deputy
STA~ OF WASHINGTON )
C!Jt4" ) ss: .K:DC COUNTY )
o
On this ..Ii!!.-day of ",t-cUlM . 19.d.e..., before lIIe, the undersigned, a
Notary Public in and/:or the State of Wash~gton. duly comm1ssioned and sworn personally
appeared tlt« ,t< to D':e IaIowa to be the individual .$~_~ __
described 1n and who executed the foregoing instrument, and, acknowledged to lIIe t~,at __ --,._,.,'iC",-:-be 1. signed and sealed the instrUlllent as 7i"/I free and voluntary
act and deed foF ,the uses and purposes therein lIIentioned.
WITNESS ~ hand and of!icia] seal hereto
certificate above written.
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__ OFFlC£ OF THE CITY CLE~ oJ
REDlTOh! .IU&'1QP" 9' M
.... 200 MIll. AVE" SOUTH
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See ::Exhibit .. · ... A .. ·attached-he·reto··anc!·:mac!e a part
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t· :. .. .: ..• ·:the ·~project:·areaois.· attached '~as ·:EXhibi t ... I" "and !. . ': made. a .. part:~hereofas·.iffuliy set ·.forth~··1 ",' . r :', . .. ·:.~:·~·~':r~·:~;,:·.::':~·::. .' -.< :.::'.: .. :~\:~:;\,. ; .. :." /."" ·:-:r~,~:. ~~ .. -:-.;~ . ' .. .. . ""'::'. .,: .::SECTIONII::·Personsconnecting' :.to·.the sanitary sewer .' . . I, '.' .' ':',,: ·.~:~iii~ie;s":.;in:\h·i~;~~~:~i~l:~~~~~~~~~·~~ :~j.·~~~~iC~"~h~Ch properties .. ';
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. ... l. :::::'.:.'.' !:·.c~::::~·,;-"c.'sewer··:main.;~.shall)pay·:.in .. additionrto ':,the ,payme.nt:of :.the .. connection '. "':'. :' .. :,: .:.;,,;_;,~;~:'ji. ···:"I;(~.~'t;~~rf,!~,;g~~~![~~;{t~K*~~!~~Blffgi~:'~~.:~' .. ' .; }~!.';~trt?1.;
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;.... .Commercial Development': ,-·S¢.~per .square ,foot:'of . -. . . '." .:> '., ' ...... qr~.ss· 'sitearea
I. Front Footage charges::·(~··[;hibtt·~C-.~~d .-D-)
'1'here·i~·herei;j'·created·a·8ubdistr1ct.:within the
Honeycreek Interceptor Special' Asaesama~t·Di.trict·
consistin; of propertiea frontinq .on Interceptqr
Sewer: '
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nun fOR RErJ.JRD AT REQL~r~f
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E X H I BIT ORDINAlICE NO • ..!lli-AREA CJIIIRS£S
A ·~3rcel of land situated in Sect1~ns 2, 3, 4, g, 10 and 11 of Township 23 North
.,.and Sections 33 and 34 of Township 24 Kerth, all {n Range 5 East, W.M., more
.. particularly described IS follows:
··BEGINNING it ~ point on .the. Horth margin of H.E. 27th St., also known as S.E.
· 97th St~ in said Section 4,:·distant. 386.4 .feet east of the West line of said
·:Section4i ·thence Horth parallel·tosa1d·west.l1ne.and 1ts·extension 1nto said
.Sect1on 33 ,to the ·Thread of "'ay Creelc;' ther.ce· Easterly along the Thread of May
· Creek through sa1dSect1ons:33, 34 and 3 to .the·.Wes.t margin of 148th Ave •. S.E.;
.. ·.thence !louth·along said West·marg1n to til!! North··line of State Sign Route gOe,
also k;i~wn 6S S.E. Renton .Issaquah Road; thence Easterly along said road to the
intersection of the East ·l1ne of the West quarter of .said ·Section 2; thence
South along said East line through Section· 2 .and·sa1d Section 11 to thp. South
line of the North half of saidSect1on.ll;,thencewestalong said South line
through Section 11 to the center of said .Section ·lO,thence continuing West
.. "iollg said South 11ne of the North half to the East margin of 138th Ave. S.E.,
also know'! 15 Duvall .Ave. "H.E. j thence Northerly alon9 said East margin to the
North line of the .South quarter of the. North ·ha1f~.of ,·said Section 10; thence
West along said North line to the.:;ist marg1n of 132nd Ave •. S;E •• also known as
Union Ave. N. E.; . thence North alOllf -'said. East margin to the center 1 ine of S. E.
116th St •• also known·asN.E. ·10th· ·St. ,.·rid the Easterly· extension of the South
line of the Platof.,Brentwood. Oi 11s·{OI\,'2, :,as recorded ·1n Volume 72, page 46,
records of King County. Wa.; thence Westilong satd South·line··.to the Southeast
corner of Lot 16. Block 6 of said plat; thence Northerly along the Eost lines of
Lots 16 through 11 inclus1v9 to. the South . margin of N.E; 11th St.; thence
I~orthwesterly to the Southeast· corner of Lot \0 in Block 3 of· said plat: thence
Northerly !lo!!~ the East ·lines 'Jf L!.'t lO-t!!!"Jugh··l ino:11J~1v,! ~",d .it~ ~xt~nsion
· to t.he North margin of N.E.12th St •• thence West· along said North margin to the
Southeast corner of. the Plat of Bomarc as .reGorded1n :Vclume 59, page 69,
records· of said countyi·thence North along.tbe.East·l1ne .thereof to the North-
east c.orner.of. said plat; thence West along the North line .thereof 157.71 feet
to the:Southeast corner'of:Queen Ave. right-of-way· as .described in Volume 3738
ot :Oeeds·.on" page· 76i·:records of said county; ··thence continue.: West .along said
North 11ne of;said plat 170.0 feet; .thence . North parallel with .the centerline of
· said Queen Ave. ·and its extension til. the Ncrth ·margin of State Sign Route 900,
.also knalfn asN.E.Sunset B1vd~; thence Westerly along sa1d·.Nor.th ma·rgin to the.
· West line· of. the East 484.62 feet of·the Southwest·l/4 of ' the Southeast· 1/4 of
· said section 4; ·thence . North along said West l1ne to ,the· South line of the Plat
·.of Honey:CreeIcPark:lS.recorded in Volume 59 of PlAts on pllge.57,·records of
s.aid:.county;:.thence·East.along the South line thereof to the·Southeast .comer'of
Lot 9,·in.Block <1 ofu1d.plat;thence'North and West along the East and North
·· .. lines of Lot 9 to thf.-right-of-wlly··llne of N;E.'17th Pl.; thence Northeast and
·'Northwest.alon9 the Southeast and Northeast margin of sa1d N.E •. 17th.Pl. to.the
Southeasterly. COMer of Lot.l1. in Block·l of sa~d plat;.thence Northeasterly·
along the Southeasterly·line thereof to ·the Northeast corner of. said Lot .11:
thence Northwesterly along the Northeasterly lines·of·Lotsll through 7 inclu-
sive to the North 11ne'of said plat: thence West alon9 the North line thereof to·
the Northwest corner of said plat; thence South along the West line thereof to
~he Southeast corner. of·the Northeast 1/4·of the Southwest 1/4. of sa1d Section
4; thence West along the South line of said Northeast 1/4 of the Southwest 1/4,
a dlstlnce of 320.12 feet; thence North 1307.0 feet to the North line of said
Southwest'1/4 distant 322.20 feet West of .thO! Nort.~east corner tllereufi thence ~Iest a 1 on9 the South I1l'1e of the Southeas t 1/4 of the Northwes t 1/4 to the
SouthwG~t corner thereof; thence North along the West line of Slid subdivlsitn
to the Northeast corner of the Plat of Aloha Rlnch No.2 as recorded'in Volume
82, page 3. records of said county: thenc!! West 1I1on~ tl:J! Hortl! liM thf'l'!(lf tt'
the Northeas! corner of the Plat of Aloha R.nch as 'recorded In Volume 77. page
7. records of said county; thence West .10n9 the North line thereOf to the
Southerly axt!nslon Of the East line of the Plat of Sandee Terrlce as recordvd
In Volume 67. page 2. records of s.id county: thence North .long s.id Southerly
extension to the Southeast corner of said plat; thence continue North Ilong the
East line of said plat and the Northerly extenSion of said East 11ne to the
;outh margin of S.E. 97th St., also kno~n as H.E. 27th St,; thence Northeasterly
to a faint on the North margin of said street distant 386.4 feet East of the
West Ine 0' sa1d Section 4 and POINT OF BEGlIINlNG of thts dllscript1on.
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ORDINANCE NO. ~
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':' ::'A p~reel·of .land situated in ·section4o":Town!;hiP.23Ncrth, Range 5 East, W.M.,
: '::JnOre particulal'ly described ,as.follows: .'. . . . .'... . ., .......
. ' ::8EGINN'iNG'at a point on' tii~ East ~;91~ of.120th Pl. S;E.at the interse,=t1on of
, the Westerly e,;;t.ension of· the South 11ne'of: .. the Plat of Paradise Esta t..:'~ al;
recorded in Volume·95 of.Plats on.Page 93, ·records:of King County,'Washington,
,thence East ,along said Westerly:ext.ension and ·,the South"J Ine thereof to a' point
555.64 feet'West:ofthe East,l1ne'of the.No~thWest'quarter,of said Section 4,
'thence South parallel to sa1d'East I1ne' 392.7(feeti,.ther.ce. East parallel ~o the
·South line of'the Plat of'Parad1se Estates'.No •. 2 as:recorded in Volume 102 of
. Plats on Page 31,:records'of sa1d:County.to the El5t:l1ne .. of 'said Northwest
\I') quarter, thenc! South along said East.line .. to·.the:centerof said.sect1on, thence
· East alono the Morth l1neof~the Northwest.:quarter,oftheNorthwest quarter of ~ the Southeast quarter. ofsa'fd :section ,to. the'Northeast corner. of. said sub-c;:; d1v;s1on; thence: South. along the.East:'line ofsaid:subd1v1sion to the Southes5t
'Q corner thereof,' thence-East: 'long· the.Nor.thline·of .·the· Southeast quarter of the
'N ~.~ '"orthwest quarter'of the.Southeasi;~ai'ter.,of:·sa1d"section. to· the Northeast ~cornl!r of said subdiv1s1on;;thenc~:~th along the East line of said' subdivision
'oAJ' to the Southeast,corne~;thereof;.ue!lte:East·along the North. line of the South-
east quarter·of the,Southeast quarter;of.;said sect10nto·the East line of the
West 310.57 ·feet of:said;subdivis'on,~:th.nce'··South~·along :said .East lin!! to the
North margin ·of. State :S1gn'Route 900,: also~known.as:N~E. Sunset· Blvd.; thence
Westerly alang:slid North;mirgin to·the West ltne:of.sa1d subdivision; thence
continuing Westerly along said'North r~rgtn .to:the West.l1ne.of.the East 484.62
. feet of theSouthwest·'lI~.':of··.the ,So~theastl/4:~(:s'atd section.4;th!!nce Nortn
.. along.said West·.line·to.theSouth:llne,.of.the iI.lat of.iioney Cree~ Fir;'; is
. recorded in Volume 59 ·:of·Plats ·,onPage··: 57 ," records :of'said county; thence East
... ~lorig theSouth.·,11ne:thereof""to. the.Southeast,cilrner .0f.Lot 9~ in Block 2 of
said plat, .. !henceNorth·'and:West along the'; Easi:,aitd . North.'·l tnesof Lot 9 to the
.', right-of-way:l frie:of N. E·~:.·17.th Pl ;;~therice ~Northeast:'.lnd.Northwest along .the
. ": Southeast and, No~heast:margin of :~a1d N~E/':17th 'Pl/ito ~ the.·Southeasterly corner
:of Lot '.11 i .in".:Block ~1·.:ofXs.a1d ;plat;·:.:thence Northeli~terly. along :,the 'Southeasterly
line" thereof to·.the Northeast. corner .. of ~sa1d. Lot: l1;.thence Nortl!westerly along
· the Northeasterly :l1nes.:of::,Lots Jl'.throligh 7·,ini:lusive.·tothe: Northl1ne of said
. plat; thence West 'alo:,g~the:North:l1ne thereof .. ,to .. the NorthWest corner' of safd
.plat, ·thence. South a~ong .. the"West.l1ne .thertof.to the Southeast :corner 'of the .
Northeast 1/.4. Of. the' Southwest",l/4 of. said Section:'4;:thence'.West, along the'
.. South line of."said Northeast 1/4 of the Southwest '1/4~ 'a-distance of 320.12
· feet; thence North: 1307;0 .feet ·to the .~orth;l~ne .of .said'Southwest .1/4 distance
322.20 feet:We!lt of .the~Nor.the&St corner,:thereof;thence,'Westalong the South
11 ne of the East hal f, of -,the' Northwest:'quarterof:sa '\ d "section to. the Southw!st
corner thereof, thence North" along the West: line of said. East-half to the South
margin of S.E. 97th St. ,'-al so known' asN~E. ,·27th.St;;· thence Southeasterly a lono
said margfn .to the. intersection of·the thread of Honei:Creek~·said intersectlon~
also being a pOint on the Southeasterly margin of'120th Pl. S.E •• thence con-.
tinuing Easterly and Northerly along the Easterly margin of said 120th Pl. S.E.
to the intersection of the Westerly extension of the South line ~f said Plat of·
Paradise Estates and POINT OF BEGINNING of this description.
L4-86510
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OIUlINANCE NO. ~
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F110KT FOOTAGE CHARGES
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WHEN RECORDED RETt/lIN 10:
OIDteol IMdl)'dtrlc /' RftdIIn Mwlldpal Bulldlll8
200 MIll AvlftuoSoulh
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RECEIVED
DEC 0 1199'
Rmton. WA 98055 CITY OF RENTON, WASHINGTON
KING COUNTY
,~COR,~D~~R~ __ ~
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ORDINANCE NO. 4'4'82
AN ORDINANCE OF 'raB CUY OF Rf!IciOR, lfASBIIIGTON,
ES~ADLISBIRQ AM ASSBSSHBIn DISftIC'r FOR SANITARY SKNBR
SBRVICB IN ~BE SIBRRA BBIQB~S POR~IOR OF ~BB BaRBY CREBK
SUB-BASIN ABO BS~ABLISBIHG THE AHO~ OF ~BB CHARGB UPON
COHRECTION ~O TBE FACILI~IBS.
THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN
AS FOLLOWS:
SBC~IOR I. There is hereby created a Sanitary Sewer
Service Special Assessment District for the area served by the
Sierra Heights Sanitary Sewer in the northeast quadrant of the City
of Renton, which area is more particularly described in Exhibit "A"
attached herein. A map of the service area is attached as Exhibit
"B." The recording of this document is to provide Notification of
Potential Connection and interest charges. While this connection
charge may be paid at any time, the City does not require payment
until such time as the parcel is connected to arid thus benefiting
from the sewer facilities. The property may be sold or in any
other way change hands without triggering the requirement, by the
City, of payment of the charges associated with this district.
SECTION II. Persons connecting to the sanitary sewer
facilities in this Special Assessment District and which properties
have not been charged or assessed with all costs of the Sierra
Heights Sanitary Sewer, as detailed in this ordinance, shall pay in
addition to the payment of the connection permit fee and in
addition to the special utility connection charge, the following
additional fees:
A. Per unit Charqoe. New connections of residential
dwelling units or equivalents shall pay a fee of $690. 3S per
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ORDlHAIICB HD. 4482
RECEIVt:u
DEC 0 11994
KING COUNTY
RECORDER
dwelling unit. Those properties to be;:,4ssessed per unit charges
are legally described in Exhibit A and incl~de~ within the boundary
as shown on the map attached as Exhibit "B."
B. Zoned Front Footage (ZFF) Charges. There is hereby
created a sub-district within the Sierra Heights Sanitary Sewer
Special Assessment District consisting of properties fronting on
the sewer. All parcels within this sub-district are subject to an
additional connection charge as a fair share cost partiCipation for
the sewer main fronting the parcel and to which the parcel will be
connected. This additional charge shall be due, in its entirety,
at the time the parcel is connected to the sewers.
The foregOing notwithstanding, the parcel identified as the
Hess Parcel on Exhibit "n" and described in Exhibit "E" will have
the ZFF charge divided into fifteen (15) equalsbares. Because
this parcel is large and subdividable, the ZFF charge ,will become
due as a one-fifteenth (1/15) sbare at such. time as each of the
first fifteen (15) units, as subdivisions of this parcel
approximately 4.8 (MIL) acre in size, are connected to the sewers.
At such time that the fifteen (15) shares have been paid, the City
will consider the participation of the existing parcel, in this
/ assessment district, complete. Any further development beyond
fifteen (15) units will not trigger additional charges under this
section of this Special Assessment District. Each of the fifteen
(1S) shares will individually accrue interest as described in
Section III below.
The properties to be charged upon the ZFF method are included
within the boundary described in Exhibit ·C" attached herein. A
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ORDIRARCS RO. ~
map identifying the properties within the ~uQ-district is
i"RECEIVED
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DEC 011994
KINGCCUNTV
RECORDER
. -attached
as Exhibit "D.· The proporties located with~n' .this SUb-district
are subject to both charges (Unit and ZFF). The amount of each ZFF
charge against individual properties is on file with the City's
Property Services section, the Planning/Building/Public Works
Department, and the City Clerk's office.
SBCTION xu. In addition to the aforestated charges, there
shall be a charge of 4.73' per annum added to both the Per Unit
Charges and Zoned Front Footage Charges. The interest charge shall
accrue for no more than ten (10) years from the date this ordinance
becomes effective. Interest charges will be simple interest and
not compound interest.
SBC'lION IV. This ordinance is effective upon its passage,
approval, and thirty (30) days after publication.
PASSED BY THE CITY COUNCIL this Uli.t.. day of November, 1994.
On Marilyn
APPROVED BY THE MAYOR this 21st day of .J!.0vember
APprov~s to ~~~: ..
~-e(;''-'~ Lawrence J. wa~n, City Attorney
Date of publication: November 25, 1994
ORD.391:11/04/94:as.
. 3
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Clerk
, 1994.
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EXHmrr "A"
SIERRA HEIGHTS' ..
SPECIAL ASSESSMENT DlSTRlCTtmOS BOUNDARY
The land$ included within the Siena Heights Special ASsessment District boundary arc
contained within Section 4, Township 23 Nonh, Range S East, W.M., King County,
Washington. The boundary for the district is described as follows:
Beginning at the SE comer of the NW 1/4 of said Section 4;
Thence N 01 ° IS' S9" E. along the cast line of said NW 1/4, a distance of 46.20 feet;
Thence N 74° 35' 31" W, a distance ar2SB.74 feet;
Thence N 09° OS' S6" W, a distance of 5 14.84 feet;
Thence N 57° 15' S9" E, a dislaJlce of 162.50 feel;
Thence N 32° 44' 01" W, a distancc orIS8.5S fect;
TIlence S 81 ° 42' SS" W, a disWlCe ofm.54 feet;
Thence N 32° 14' 00" W, a distance of330.oo feel;
Thence N 65° 42' 26" E, a distance of 836.07 feet, to the east line of the NW 114 of said
Section 4;
Thence S OJ ° IS' 59" W :JIang the east line of said NW 1/4, to the SE corner of the NE 114 of
the NW 114 of s:JId Section 4. Said SE comer also being the NW comer of the SW 114 of the
NE 114 of said Section 4, and said common comer also being on the centerline of SE lOOth
Street;
Thence easterly along the north line of the SW 114 of the NE 114 of said Section 4 and the
centerline of SE 100th St, tl:! an intersection with the centerline of the 100 foot wide Puget
Sound Power & Light tranSmission line easement;
Thence northeasterly along said tr.lI1Smission line centerline, baving an approximate bearing of
N 35° E, to an intersection with the west line of the NE 114 of lite NE 1/4 of said Section 4;
Thence southerly :JIong SOlid west line, to an intersection with a line which is 1320 feet north
of, as measured OIl right angles to, the south line of the NE 1/4 of said Section 4;
Thence easterly :JIang said line which is 1320 feet north of, and parallcl to, the south line of
said NE 1/4, to an intersection with a line which is 400 feel west of, as measured at right
anglcs to, the east line of the NE 1/4 of said Section 4;
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Thence southerly along said line which is 400 feet west of, and parallel to, the cast line of said
NE 1/4. 10 an interseclion with the north line of Blo.c:It. I, Sierra HeigblS, as recorded in
Volume 54 of PlalS, Page 3, Records of King County, ~ngton;
Thence westerly along the north line of said Block I, Sieria' HeighlS, and its extension
westerly, to an intersection with a line which lies 660 feet west of the cast line of said NE 114; .
Thence SOl" 55' 59" W, along said line, a disr.ance of 170 feet, to an inICrscctlon with the
north line of Lot S, Dlock 4, said Plat;
Thence westerly along the north line of said Lot 5, to !he NW comer thereof;
Thence southerly along the west line of said Lot 5, to the SW comer !hereof;
Thence southe:lSterly across S8 100nd Sueet (NE 22nd Place), to the NW corner of Lot 5,
Block 3 of said Plat;
Thence southerly along the west line of said Lot 5, to the SW comer thereof. Said SW comer
also being a point on the south line of said Plat:
Thence easterly along the south lines of Lots 5 thru 12 inclusive of Block 3 of said plat, 10 the
SE comer of Lot 12. Said SE comer of said Lot 12 also being the NE comer of Lot I, King
County SP 1177008, Recording No. 7805021039. and a point on the westerly righl~f-way line
of Union Avenue NE (l32nd Avenue SE):
nlenc!: southerly along the westerly right~f-way line of Union Avenue N8 (132nd Avenue
SElf and the e:lSt line of said Lot 1 and its southerly extension across NE 22nd Street (58
103rd Street). to the NE comer of Lot 22. Sierra HeighlS. Div. No.2 as recorded in Volume
59 of Plats. Page 55. Records of King CountY, Washington;
Thence continuing southerly along the east lines of Lots 22 and 52 of said Plat and the
weslerly right~f-way line of Union Avenue NE (l32nd Avenue SE) and lIS southerly
extension across NE 21st Street (S8 100th Street). to an intersection with the south line of the
NE 1/4 of said Section 4. said south line also being the north line of the 5E 114 of s::id Section
4:
Thence continuing southerly along the westerly right-of-way line of Union Avenue NE (132nd
Avenue SE). 10 an intersection with a line which lies 127 feet south of. :IS measured at right
angles 10. said north line or the SE 1/4 of said Section 4;
Thence westerly along said line which lies 127 feet south of. and parallel to. the north line of
the SE 1/4 of said Section 4. 10 an intersection with a line which lies 217.5 feet east of, as
me:lSured at right angles to. the west line of the NE 114 of the NE 114 of the SE 1/4 of said
Sec lion 4:
Thence southerly along said line which lies 217.5 feet east of. and parallel to. the west line of
said subdivision. 10 an inrcrsection with the south line of the N 1/2 of the NE 114 of the NE
114 of the SE 1/4 of said Section 4;
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Thence westerly along the south line of said subdivision,. to an intersection with the west line
of the E 112 of the NE 1/4 of the 58 114 of said 5cctioll4; .~. .-
Thence southerly along the west line of said subdivision and its" southerly eltension across N8
19th 51r1:Ct (58 lOOth Street), to an Intersection with the souill'!iae of the N 112 of 58 114 of
said Section 4;
Thence westerly along the south line of said subdivision, to an intersection with the east line of
the W 112 of the 58 1/4 of the NW 114 of the S8 114 of said Section 4;
Thence northerly along the cast line (If the W 112 of the 5E 114 of the NW 1/4 of the 58 114,
to an intersection with a line which lies 440 feet north of, as measured at right angles to, the
south line of said subdivision; .
11Ience westerly along said line which is 440 feet rtorth of, and pamllel to, the south line of the
W 1/2 of the S8 114 of the NW 1/4 of the S8 114, to tho west line thereof;
Tbence northerly along said westline of the S8 114 of the NW 1/4 of the 58 114, to the NW
corner thereof. SaId NW comer also being the S8 comer of the NW 1/4 of the NW 114 of the sa 1/4 of said Section 4;
11Icnee westerly along the south line of the NW 114 of the NW 114 of the S8 1/4, to tJie SW
comer thereof;
Thence northerly along the west line of the NW 114 of the NW 1/4 of the 58 114, to the NW
comer thereof. Said NW comer also being the S8 comer of the NW 114 of said Section 4,
and the point of beginning.
\IIo6&2.DOC/bII
IIn194
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EXlDBIT 'B'
,UNIT CHARGE
SPECIAL ASSESSMENT. DISTRICT #92-05
SIERRA HEIGHTS SEWER IMPROVEMENT
Conveyance Lines
Potential Benefit From
Conveyance ~ Lines
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EXHIBIT ·C· ...
SIERRA HEIGHTS SPECIAL ASSESS~ENr DISTRICT
SUB-DISTRICT #92-13 BOUNDARY ..
AREA OF ZONED FRONT FOOTAGE CHARGE
The lands included within the su~lstrict #92-13 boundary arc contained within the northeast quaner and
the southeast quaner of Section 4, Township 23 North, Range 5 East, W.M., King CoUl\ly, Washington.
The boundary for the su~lstrict is described as follows:
Beginning at the northwest comer of Lot 3, Sierra Heights, Div. No.2 as recorded in Volume 59 of Plats,
Page 55, Records of King County, Washington, within the northeast quaner of said Seclion 4. Said
northwest comer also being a point on the easterly right-of-way line of 128th Avenue S8 (Queen Avenue
NE);
Thence southerly along the west line of said Lot 3 and along the easterly right-of-way line of 128th
Avenue SE (Queen Avenue NE), to an intersection with the south line of the north 10 fcct thereof;
Thence easterly along said line which lies 10 feet south of, :and parallel to, the north line of said Lot 3, to
the east line of said Lot 3;
. Thence northerly along the east line of said Lot 3, to the northeast comer thereof;
Thence easterly along the north line of said plat, to the northeast comer of Lot 1 of said plat. said
northeast comer of said Lot 1 also being the northwest comer of Lot I, Block 4, Sierra Heights. as
recorded in Volume 54 of PlalS, Page 3, Records of King CoUl\ly, Washington;
Thence southerly along the west line of said Lot I. Block 4, to an intersection with the south line of the
north 10 feet of Block 4;
Thence easterly along s.,id line which lies 10 feet south of, and parallel to, the north line of said Block 4,
to an intersection with the east line of Lot 4. Block 4 of said plat at a point 10 feet southerly of the
northeast corner thereof;
Thence southerly along the east line of said Lot 4, Block 4. to the southeast comer thereof;
Thence southeasterly across SE l02nd Street (NE 22nd Place) to the northeast comer of Lot 4. Block 3 of
said plat;
Thence southerly along the east line of said Lot 4. to the southeast comer thereof;
Thence westerly along the south lines of Lots 4 thru 2 inclusive of Block 3 of said plat, 10 the southwest
corner of said Lot 2. said southwest comer of said Lot 2 also being the southeast conter of Lot 1. Block 3
of said plat;
Thence northerly along the east line of said Lot I to the northeast comer thereof;
Thence westerly alons the north line of said Lot I. said north line of said Lot 1 also being the southerly
right-of,w3Y line of SE l02nd Street (NE 22nd Place). to the northwest comer thereof. said northwest
comer of said Lot I also being a point on the east line of Lot 6. Sierra Heights. Div. No.2;
Thence northerly along the east line of said Lot 6. to the northeast comer thereof;
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Thence westerly along the north lines of loIS 6 thru 4 inclusive oC said pia! and along the southerly right-
of-way line oC SE 102nd Street (NE 22nd Place), to the nort/iWesl comer of said Lo! 4, said northwest
comer of said Lot 4 also being a point of the easterly right~f·way line of 128th Avenue SE (Queen
Avenue NE); "
Thence southerly along the easterly right-oC-way line of 128th Avenue SE (Queen Avenue NE) and ilS
southerly extension crossing NE 22nd Street (SE 103rd Streel) and HE 21st Street (SE 100th Suee!), to an
intersection with the north line of the southeast quarter of said Section 4;
Thence easterly along the north line of said southeast quarter, to an intersection with the east line of the
west one-half of the northwest quarter of the northeast quarter of the southeast quarter of said Section 4;
Thence southerly aloDg the east line of said subdivision. to an intersection with the northerly right-of-way
line of NE 19th Street (SE l06th Street);
Thence westerly along said northerly right-of-way line oC HE 19th Street (SE 100th Street), to an
intersection with the east line of the northwest quarter oC the southeast quarter oC said Section 4;
Thence northerly along the east line of said SUbdivision, to an intersection with the south line oC the north
280 feet thereof;
Thence westerly 310ng said line which lies 280 feet south of. and p3ra11el to, the north line of the
northwest quarter oC the southeast quarter of said Section 4. to an intersection with the easterly line of the
Plat of Sierra HcigblS, Div. 3. as recorded in Volume 61 oC Plats. P3ge 53, Records of King County,
Washington;
Thence northwesterly along said easterly line of the Plat of Sierra HeighlS. Div. 3, to the southeast comer
oC Lot 6 oC said pl:lt;
Thence westerly 310ng the south line of said Lot 6. and its westerly extension across 126th Avenue SE, to
the southeast comer of Lot 7 oC said plat;
Thence continuing westerly 310ng the south line oC said Lot 7. to the southwest comer thereof, said
southwest comer also being a point on the east line oC Lot 9 of said plat;
Thenc!) southerly along the east line of said Lot 9, to the southeast comer thereof;
Thence westerly along the south'lines of LoIS 9 and 10 of said plat. to the southwest comer of said Lot 10.
said southwest comer of Lot 10 also being a point on the west line of the northeast quarter of the
northwest quarter of the southeast quarter of said Section 4;
Thence northerly :Ilong the wcstline of said Lot 10 and along said west line of the northeast quarter of the
northwest quarter of the southeast quarter of said Section 4. to an intersection with the north line of the
southeast quarter of said Section 4. said north line also being the south line of the northeast quarter of said
Section 4 and the centerline of NE 21st Street (SE 100th Street). said right-of-way being 60 feet in width;
Thence easterly along the centerline of NE 21st Street (SE 100th Street), to an intersection with the
southeasterly extension of the westerly line of Lot 7. Block E, Albert B:llch's Siem HeighlS No.5. as
recorded in Volume 65 of PI:lIS. Pages 30-31. Retords orIGng County. Washington;
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Thence northwesterly along said southeasterly extension and the westerly line of Lot 7 of said pial, to the
northwest corner thereof, said northwest corner of Lot 7 alS,p'bcing the southwest comer of Lot 6 of said
plat; -
Thence continuing northwesterly along Ihc westerly line of said Lot 6, to :111 intersection with the northerly
line of the :>outhcrly 24 fcct thereof;
Thence northeasterly along said line which lies 24 feet northerly of, and parallel to, the southerly line of
said Lot 6, to an intersection with the easterly line of Lot G, said easterly line of Lot 6 also being the
westerly line of the plat of Albert Balch's Sierra Heights No.4, as recorded in Volume 61 of PIa!s, Page
18, Records of King County, Washington;
Thence southc:lsterly along the westerly line of Albert Balch's Sierra Heights No.4, to the northwest
comer of Lot 9, Block S of said pial;
Thence northeasterly along the northerly line of said Lot 9, Block S, to the norlhcast comer thereof;
Thence southeasterly across 126th Avenue Sa. to the northwest comer of Lot 1.1, Block 2 of said plat;
Thence northeasterly along the northerly line of said Lot II, Block 2, to the northc:lSt comer thereof;
Thence easterly across a portion of a Seattle City Light transmissioD line casement, an approximate
~ distance of 110 feet. more or less, to a point of intersection with the west line of Block 1 of said plat, said ~ point of intersection also meets with a line w ruch lies 80 feet south of. and parallel to, the north line of Lot
19. Block 1 of said pl:lI; ~ e N ;
al
Thence northwesterly along the westerly line of said Block 1. to the northwest comer of Lot 12, Block 1
of said plat;
Thence easterly along the north line of said Lot 12. Block I, to the northeast comer Ihcreof. said northeast
comer also being a point on the westerly right-of-way line of 128th Avenue 5E (Queen Avenue NB), said
right-of-way being 60 feet in width;
Thence northerly along the east line of Block 1 of said plat and along the westerly right-or-way line of
128th Avenue 5E (Queen Avenue NE), to :111 intersection with the westerly extension of the north line of
the Plat of Sierra Heights Div. No.2;
Thence easterly along the wcsterly extension of the north line of said plat. across 128th Avenue SE (Queen
Avenue NE). to the northwcst comer of Lot 3 of said plat and the point ofbcgillniDg.
904-64O.DOCIbh
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EXHIBIT 'D'
ZONED FRONT FOOT CHARGE
SPECIAL ASSESSMENT DISTRICT #92-13
SIERRA HEIGHTS SEwER IMPROVEMENT
---Collector Lines
[:.::.' >.::.;( Potential B.enefit From
:' :"" '.'C'-,; Collector Lines
1---'1 Local Improvement 1 District -----'
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EXHIBIT -Boo
HESS PARCEL
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The west une-lullf of the nonhwest quarter of the northeast quarter of the southeast qWII'tCr of Section
4, Township 23 North. Range 5 East. W.M., King County. Washington. Less County Road.
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" NOT REQUIRE.,) ,. . EXCISE T~" C Recolds OI~ISIOO .... ~IO; ~o, \aJ~ .~4 00 - ' Oepul1 ORIG\NAL ~
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PUt'lET POWER
EASEMENT
For Ind In conllderaUan 0' One Dollar ($1.001 and 01ll8r valUlbla conllderlDon, thl rapt 0' wIIIch II hlraby
acknowladglld, LAKERIDGE DEVELOPMENT, INC •• Washington corporation ('Grlntor" hlraln), heraby
granls. convays and Wlrrants 10 PUGET SOUND POWER & UOHT COMPANY, I Washington CD/JlllrlUan
("Granle," heraln), 'or the purposes hereinafter sel 'orth; II perpaluallllsement oyer, acralS and under the 'allowing
dlllcrtbed rail property (ilia "PrapertV" heralnlln KINO COUNTY. Washington:
Beginning at a point on the east line of said SUbdivision which is
north 1°SS'59U east 990 feet from the southeast corner thereof;
thence north 88°19'25u west for a distance of 650 feet:
thence south 1°55'59u west for a distance of 170 feet: thence north 88°19'25" west for a distance of 660.89 feet to the west line of the subdivision;
t.hence north 1°36'00" east along said west line for a distance of
500 feet;
thence south 88°19' 25" east for a disc'ance of 1.313,80 feet to the east line of said northeast quartei;' .
thence south 1°55'59U west for a distance ~f· 330 feet to the point
of beginning;
EXCEPT the north 300 feet of the east 400 feet thereof. EXCEPT the west 135.11 feet of the south 170 feet thereof; EXCEPT the east 10 feet of the south 170 feet thereof;
AND EXCEPT the east 30 feet of the remainder for road.
Except al may ba atherwtla lat forth herein Granlee'l rlghtl 'hili bl exerclled upon IIIIt portlan 0' Ihe Prapltly
(tha ·Rlght-o'·Way" hareln) described Da 'allows:
A Rlghl-of·Way ten (10) feet In widlh having flva (5)fael a' such widlh an each Iida 0' a canterllne described al
faUaws:
THE CENmWHI! OF ORAHTa!'a FACIUTIEB AI CDHltRUCTED OR TO BEG
CONaTRUC'T1!D. I!n1!NDED DR RELOCATED, LYJNQ wmaN TIll! WElT 50
FEET OF THI! NORTH liD feET OF THE AIIQV! DUCRIII&!D PRQIIIRTY.
" PUrpol ••. Glanlel shall havath. right 10 construct, operale, maintain, repair, replaca and entargo one or
mara electric lranamlllion andlor dlllribuUan lin .. over and/or undllihe Rlght-o'·Way logether wilh 1111 nacallary
or convanlenlappurtenancnth.reta, which may Includ. but are nat limited 10 the 'aUowIng; .
I. Overheld 'aclllll.I, Polaa andlar lawell wllh crollarms, brac .. , guY' and ancholl, alectrlc
Iransmlnlnn and dlltrlbuDan IInel; communlcaUon and Ilgnalllnel; tranlforml,.,
b, Underground 'ICIIIII.I, Underground conduits, cabl .. , vaults, mlnhol... Iwttch" and
Iransformall; seml·blllled 01 ground mounled 'acillt18lluch al pad', Iranl'arm.,.lnd Iwltchas.
Following the Inlllil can,trucllan of II, flclllUes, Granh" mlY 'ram time 10 tlml conllruc:t luch IdcIHlonal
IInal and alhar 'aelllttol al It may require.
2, Accen, Grlnlee shan have thl rlghl of aCCIII 10 the Rlghl-o'.WlY over and acro .. Ih' Prope.1y to
enabla Granlee to IXl/cls,111 rights hereunder, provided, Ihal Granl" .han campenlatl Grantor lor any dlmege
10 tho Praparty caused by Iha exercllo 0' said rlghl 0' access.
3, Cutting of Trnl, Grenlee Ihall have Ihe rlghlto cut or trim any end ell brush or trell slandlng Dr
grDWIng upon tha Rlghl-of·Way, Bnd also the rtghllo cut Dr Irlm any Ir"l upon the Property which, In failing, could
In GrantlO's reasonabla Judgmenl, be a hllZ1lrd to Granlee', 'acililial.
4,. Orenlor', U .. of Rlght-o,·Way, Grantor ralarvtl Ihl rlghlla uaa Ihe Rlghl-o'·Way 'or eny purpo., nal
Inconslslant wilh tha rlghll hor.ln grlnted, provtded, that Granlor .hal~ nol construc:t or malnlaln any building or
athor Ilruc:\ure on the Rlghl-of·Way lind grenlar Dhall do no blll,Uno within 300 feet a' Gronlee', 'aclllllel witllout
Granlell', prior wrttten content
5, Indemnity. By accepting and recording Ihla ,"ement, Gllntee Igren 10 Indemnify Ind hold harmle ..
Grantor 'rom any and ell claim I 'ar InJuri88 and/or damagllluflered by Iny pelion, which m.y ba caUled by Iha
Grantee's oxarclse 0' the rfghll hllreln granled; provided, that Granl" ahall not be respanllble 10 Granlor for any
Inlurlel andlor damagaa to any pel1an caused by acta or omllslona of Granlor.
B, AblndonmenL Tha rtghts herein granilld shell conllnua unlll such lima II Grant .. cllal,ala UI' tha
Rlghl.o'·Way 'or D period 0' fiva (5) succeSSlva years, In which 8Venllhls el.emant ,hall tarmlnala and all rlghls
hereunder shall revert 10 Granlor, pravtded, Ihal no abandonmenl ohaR be deemed 10 hav, OCCIIlTed by rellon 01
Granlae', fallura 10 InlUelly In II all II, laeiliUBI on Iha Rlght-o'.Way wllhln eny parlad 0' IImalrom Iha dal, hereol.
7. succa •• or Ind Alligni. Tha righl. and abllgallon; 0' Iha partial shall Inura to Iha benaflt 0' Bnd ba
binding upon their respective IUCCBlaOI1 and alligns.
788.30 2-84
JHlACOOII9410117·XOI
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DATED thl. 2 qZ!i dlY al---:oD.:;.:~=G'j~M..:..·;.,,:,8=€~I?=--_____ -.J' 19 17' '
STATE OF WASHINGTON )
COUNTY OF
) 88
)
On this dey plll'lanaUy IIppllared bllfare mil LOra, l&Yl)<' \" )c n e¢ ) \J r
lind , to me known 10 bollle
-. ~1IIf-¥C"3;'! <reaT rnpec:llvely. 01 LAKERIDGE
DEVELOPMENT. INC. • Washington corpDnatlon. the corporation 1111\ IXecutedthe foregoing Inatrumenl,
end acknoWledged thl .. Id tn.trumll1lla blth, free and valuntlry eet end deed ol .. ld corporaUon. for the UI"
and PUrpOI .. lIIereln mlllllanecl. end an oeth ,tated thallhey aulhollzed 10 _uta the IIld Inllrumenl and th.t
th ... eleffbced lillie corpora\8 'Ill al .. ld corporaUon.
GIVEN under my hand end amcl ..... lthl. aq day 01 ;a fQ8mj3eJr9 q<{
-~~
Notlry PubUaJ9~nd far thl 8lat. oIW.lhlngton.
Rnldlng ,I !t2:0 )'Q a
My commlilion apll'll (Q~I@ -"ill
FILED FOR RECORD AT REQUEST OF:
PUGET POWER REAl. es.TAT~ DEPARTMENT ~~"~INGTON 98OOM7'34
ATTN: AUDIt: H. NEU50i~
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Relurn Address:
Lakeridge Development, IDe.
p, 0,80:1146
Reaton, WA 98057
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DECLARATION or STORM DRAINAGE EASEMENT
AND JOINT MAINTENANCE AGREEMENT
fILED BY PNWT
RdereDee Dumben 01 re18tcd docum,au: W3BW-IZ-,1 II/(f· Parlles to Ib, Allreement:
GRANTOR: HONEY CREEK RlooE HOMEOWNERS' ASSOCIATION
GRANTEE: LAKERlooE DEVELOPMENT, INC.
Legal Descrtpdon:
Tract "8" ofHancy Creell Ridge Division No. I as recorded ia Volume 173 of PI.., on pages 91, 100,
Records of King COUllI)', Washington.
Haney Creek Easl:
Thai potIion afme east half afllle northeasl quaner ofSeclion 4, Township 23 NonIJ, Range 5 East, W.M .•
in King Counl)', Washington. d=ribcd as follows: Beginning at a point on !he east liDe af said subdivision
which is north IOH'S9" ea51990 reel from \he SOUIheasI comer !hereof.1hcnce nonllSSOI9'2S" west far a
disW1ce of 650 feel; \hence soulll 1°55'59" west for a distance af 170 feel; lIIence nOl1h SSO 19'25" wesl far
a diSlance of 660. S9 feel 10 \he wesl line af!he subdivision; !hence narth 1°36'00" easI aIoag said West line
far a dislance of 500 feel; !hence soulll S8°19'2S" WI for a dislance o( 1.313.80 (eel la !he east line ohaid
nonheasl quaner; Ihence soulb 1°55'59" west (or a distance 0(330 fcello !he point o(bepu,ing; EXCEPT
Ibe north ]00 reel oflbe east 400 feellhmof: EXCEPT lbe wesl 135.11 feel o(1IIe soulh 170 (eel lllmo(;
EXCEPT lhe easl 10 feel o(1IIe sou\h 170 (eet \hereof; AND EXCEPT the east 30 (eel o(the remainder (or
road.
Assessor's Property Tall '.rc,1 ACCOUDI Numben:
042305·9228
042305·9229
042305·9004
344980-0360
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DECLARATION OF STORM DRAINAGE EASEMENT
AND JOINT MAINTENANCE AGREEMENT
This Declaration is made this ~ day of rt2!M~ 1997, by and
between HONEY CREEK RJDGE HOMEOWNERS' ASSOCIATION, a Washington
non-profit corporation ("Grantor'') and LAKERJDGE DEVELOPMENT. INC .• a
Washington corporation ("Grantee").
RECITA LS;
Grantor owns certain real property in King County, Washington. legally described
in Exhibit "A" ("Tract B',), which tract contains storm drainage water
quality/detcntionlbiofiltration facilities ("Stonn Drainage Facilities'') which serve the
residential community known as Honey Creek Ridge.
Grantee owns certain real property in King County. Washington, legally described
in Exhibit "S" ("Honey Creek East") which is the site of a proposed single family
subdivision.
Grantor and Grantee intend by this Declaration to provide for the creation and use
of an easement over Tract S to benefit and serve Honey Creek East and to memorialize
in writing the obligation of the owners of Honey Creek East for the expenses and
burdens relating to the construction. operation. repair and maintenance of Storm Drainage
FacilitieS'to jointly serve Honey Creek Ridge and Honey Creek East.
NOW. THEREFORE. Grantor hereby declares and reserves a permanent
easemeDl for the benefit of the owners of Honey Creek East, over. under. across, and
upon Tract S for the installation, operation and maintenance of Storm Drainage Facilities
. to jointly serve Honey Creek Ridge and Honey Creek East.
Easement Purposes. The easement is established for the limited purposes
of permitting the construction, operation, repair and maintenance of Storm Drainage
. Facilities in Tract S jointly by Honey Creek Ridge and Honey Creek East.
Repair and Maintenance of Stonn Facilities. Effective as of the date
Hone}, Creek East COlUlects to the Storm Drainage Facilities in Tract B and such
connection is approved by the govemingjurisdiction(s) (i.e .• King County, City of
Renton). Grantor and Grantee shall thereafter jointly maintain Tract B and the storm
facilities therein in good repair and in a safe and presentable condition and shall pay in II
timely manner all reasonable costs incurred in maintaining and repairing the same. Such
costs shall be shared by Grantor and Grantee on a prorata basis, which calculation shall be
based on the number of lots served by the Storm Drainage Facilities in Honey Creek
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Ridge and Honey Creek East. EXCEPT that Grantee shall be entirely responsible for the
burdens and expense of any additions or alterations to the existing Stonn Drainage
Facilities which an: deemed necessary by the govcmingjurisdiction(s) specifically to
accommodate Honey Creek East's utilization of the Storm Drainage Facilities in TracI B.
1
~. In the event of default by Grantor or Grantee, the other party
shall have the right to proceed at law or in equity to compel compliance with this
Declaration. or to prevent a breach of the Declaration.
Termination. This Declaration and all interests and rights granted hreein
may be terminated only upon the recording with the King County Audilor ofa written
Release and Tennination Declaration executed by both Grantor and Grantee.
Indemnity. Grantee shall defend Grantor against. and hold Grantor
harmless from. all claims, demands. liabilities. costs and expenses (including attorneys'
fees) suffered by or claimed against Grantor as a result of or caused by a claim asserted by
any third party for damage Or injury suffered as a result of the construction of any
additions or modifications to the existing Stoml Drainage Facilities by Grantee. provided
that any such claim or demand is not due to the negligence or misconduct attributable to
Grantor. When a claim or demand results from negligence or misconduct attributable to
the both Grantor and Grantee. each party will be responsible for the claim or demand in
proportion to its allocable share of such joint negligence or misconduct.
Liens. Except as provided herein. Grantor and Grantec shall not give
cause or permit any liens to be filed against Tract B.
Covenants RUMing with the Land. All provisions of this Declaration.
including the benefits and burdens. shall be an easement, restriction and covenant which
run with and bind Tract B and Honey Creek East. The current owners of Tract Band
Honey Creek Easl and all pcrson(s) subsequently acquiring title thereto shall be bound by
this Declaration only during the period they own title to either Tract B or Honey Creek
Eas\.
Successors and Assigns. All the terms and conditions o'f this Declaration
shall inure to the benefit of and be binding upon the successors. assigns. personal
representatives. tenants and heirs of the parties to this Declaration. including without
limitation. the subsequent owners of Tract B and Honey Creek East and all persons
claiming by. through or under them.
Entire Declaration. This Declaration contains tht entire agreement
regarding the easement and joint maintl!nance agreement and may not be amended.
modified or waived ,unless made in writing. signed by all the owners of the Lots and duly
recorded with the King County Auditor.
Anomeys' Fees and Costs. The prevailing party in any proceeding
brought to enforce any term or condition of this Declaration shall be enti~ed to recover all
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attorneys' fees and costs incwred in connection with the enrorcenierit-eft"ol1S oCthe
prevailing party at all levels of procecdiDp. • .. -
Governing Law. This Declaration will be governed by. construed and
enforced in accordance with the Jaws of the State of Washington.
THIS DECLARATION is duly signed and will be effective on the clay and year
tirst above written.
Grantor:
a' I" ....
STATE OF WASHINGTON)
COUNTY OF KING )
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On this ~ day of &.,...J,oc-. , 1997, befon: me, the undersigned,
a Notary Public in and for the Slate of Washington, duly commissioned and swom,
personally appeared Wm, Wayne Jones, Jr., to me known to be the President of HONEY
CREEK RIDGE HOMEOWNERS' ASSOCIA nON. the corporation that executed the
foregoing instrument. and acknowledged the said instrument to be the free and voluntary
act and deed of said corporation, for the uses and purposes therein mentioned, and on
oath Slated that he was authorized to execute the said instrument.
WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year
first above wriltea ....... fI". ~.". ~YL.( '##" ... CJ'i< .......... ¥~."
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STATE OF WASHINGTON)
COUNTY OF KING )
On this A day of 1'12vc= L-e= "\997, befon: me, thcundersigned.
a Notary Public in and for the State of Washington. duly commissioned and sworn,
personally appeared Wm. Wayne Jones, Jr., to me known to be President of
LAKERIDGE DEVELOPMENT, INC., the corporation that executed the foregoing
instrument. and acknowledged the said instrwnent to be the free IUId vol.unlary act and
deed of said corporation, for the uses and purposes therein mentioned, and on oath slated
that he was authorized to execute the said instrument.
WITNESS MY HAND AND OFFICIAL SEAL hereto affixed the day and year
lirst above written.
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EXHmlT "A"
Tract "0" DC Honey Creek Ridge Division No. 1 as recorded
in Volume 173 of Plats on pages 98 -100, Records of
King County, Washington.
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EXHIBIT"B"
The land referred to herein is situated in the County of King.
State of Washington and is described as follows:
That portion of the east half of the nor1hcast quarter of
Section 4, Township 23 North, Range 5 East, W.M., in King
County, Washington, described as follows:
Beginning at a point on the cast line of said subdivision which
is nor1h lD55'59" east 990 feet from the southeast comer
thereof; thence north 88"19'25" west for a distance of 6S0
feet; thence south 1 °55' 59" west for a distance of 170 feet:
thence nor1h 88°19'25" west for a distance of 6(jO.89 feet
to the west line of the subdivision; thencenor1h 1°36'00"
east along said west line for a distance of SOO feet: thence south
88D I9'25" east for a distance of 1,313,80 feet to the east line
of said northeast quarter; thence south 1"55' 59" west for a
distance 0(330 feet to the point of beginning; EXCEPT the
north 300 feet of the east 400 feet thereof; EXCEPT the west
135.11 feet of the south 170 feet thereof; EXCEPT the east 10
feel of the south 170 feet thereof; AND EXCEPT the east 30
feet of the remainder for road.
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Return Address:
City Clerk's Office
City of Renton
\055 South Grady Way
Renton W A 98055
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Title: UTILITIES EASEMENT
Project File. Montague
CITY OF RENTON lAS
1999121-1432
PAGi III OF ,'2 12/19/1918 14:52 ICING COUNTY, lolA
Property Tax Parcel Number: 042305-9004
Street Intersection: 130 Ave SE & SE IOlst Street
Grantor(s): .~GraDtee(s):
1. Lakeridge Development Inc., a -1: .city of Renton, a Municipal Corporation
Washington corporation ." :
The Grantor, as named above. for or and m conSideration of mutual benefits. hereby grants, bargams, sells and delivers to
the above named Grantee, the follo\\mg described property
LEGAL DESCRlPTION That portion ofSectton 4, T 23 N, R 5 E, W M., in King, County, Washington,
Beginning at a point 990 ft N OF SE COR OF SE 114 OF NE Yo of said Section 4, thence W 650 ft to the TPOB;
thence W 10 ft; thence S 01-55-59 W, 170 ft; thence S 88-19-25 E, to a point which bears S 01-55-59 W of the
TPOB; thence N 01-55-59 E, to the TPOB.
For the purpose of constructing, reconstructmg, mstalhng, repamng, replacing, enlargmg, operating and mamtalnmg utilities
and utility pipelines. Including, but not limIted to. ,.,ater, se,.,er and storm dramage hnes, together with the nght ofmgress
and egress thereto Without prior mstltutlon of any suit or proceedings of law and without Incurring any legal obligation or
liability therefore. Following the initial construction ofits facilities, Grantee may from time to time construct such
addItional faCIlities as it may require ThIs easement is granted subject to the followmg terms and conditions'
The Grantee shall. upon completion of any ,.,ork within the property covered by the easement, restore the surface of
the easement, and any private Improvements disturbed or destroyed dunng execution of the work, as nearly as
practicable to the condition they \~ere m Immediately before commencement of the work or entry by the Grantee
2 Grantor shall retam the nght to use the surface of the easement as long as such use does not interfere ,~ith the easement
nghts granted to the Grantee
3 Grantor shall not. however, have the nght to
a Erect or mamtam any bUildings or structures wlthm the easement, or
b. Plant trees. shrubs or vegetation havmg deep root patterns which may cause damage to or mterfere With the
utlhtles to be placed \\Ithln the easement by the Grantee, or
c Develop. landscape. or beautify the easement area m any way. which would unreasonably increase the costs to
the Grantee of restoring the easement area and any private Improvements therem .
d Dig. tunnel or perform other forms of construction actiVIties on the property. which would disturb the
compaction or uneanh Grantee's faclhtles on the right-of-way. or endanger the lateral suppon faCIlities
e Blast wlthm fifteen (15) feet ofthe right-of-way
This easement shall run with the land described herein·, and shall be binding upon the parties, their heirs,
in interest and assign rantors covenant that they are the lawful owners of the above properties and
e a good a wfu t to execute this agreement.
WHE OF. aid or has caused thiS instrument to be executed thiS ..!3..day of ~ 19.1i
-
CO)
CO)
, CO) -
Notary Seal must be wlthm box CORPORATE FORM OF ACKNOWLEDGMENT
~\\\\\';~':t""'1. STATE OF WASHINGTON ) SS ~ G •••••• !C'/~ ~ COUNTY OF KING ) b.!-.~ .. lani;.~\S''t,. On thlS.J!l..!' day of Nov, . 19.rL. before me personally appeared .~o~ :O~" ~.~ ."'i-~OTAI' '. "':,0
be Wn~~~ JOY\Q;) ~' to me known to i: --c:::-: of the corporation that ,ca~. PUBlI :'~ executed the within Instrument, and ackno\~ ledge the saId Instrument to be the free ~7"';.1ct ~ ,~Os ~~i;'~:~'.~'~~~ and voluntary act and deed of saId corporatIOn. for the uses and purposes therem
~ '/: WAS'(\'\ ~,,,,,, mentioned, and each on oath stated that he/she was authorized to execute saId 1"'lIIli'''\\\~ mstrume!lt and that the seal affixed is the corporate seal of saId corporation
c1-Uh~C)-J a.L'Ju~~
Notary Public fi ... and.for the Sta'te'.of Washington
Notary (Print) U't\'da C, F~V"\("i ~~ "S. tn J
My appointment expires: s1 I ~ 0
Dated: II .,. I '1 . q q
H IDIVISION SIPROPSER v\FORMS\lakerrdge spite strip DOC\Page 2 FORM 03 0000IbhlCA2·21·97
= =
=
= = = C'oI
Retumlo:
Riverjdge Construction, Inc •
.2 Q Box 146
RSAtoP, Wa gsosz
PACIFIC NY TIT DT I. It
2I0e8111001388
PQGIi III OF 1182 .l/ll/Z ... 14:13 KING COUNTY. lolA
SHORT FORM
DEED OF TRUST ~/1
FILED BY PNWT
THIS DEED OF TllUST, made lbQ _--:2 .. 3:,:.r..;:d ___ 1I11Y or
o J~73'4 December . . .~
BETWEaI I akeridge Development. Inc.
::::::-::~~::-:::--;::-""':'''''':'--;7:-:::-:7"-:-~-;-:-''';;'~~---''''';''';-' ;",." -------~. &.\ (jr:llltar. wholuddrasll POBoX 146 Renton Wa 98057 -~~R~jy~er~jd~g~e~CQ~D~st~r~~ct~i~on~rn~c~.~~ ______ ~ _____ T whote addrcu is P (j Rny j46 Renton Wa 98057 ,u Mice.
IftCI DiDFi iAd Wi)'ne Jones . uB~nt{jc\,f')'.
whonllldra:sls p Q aQ~ 1"6 Ranton WA 9805Z
Qllllior heteb1llftYacaIIIy ,nftll, btrpillJ, seils, Iftd convC)'J 10 T/IIJICC In 1nIst. with power or 1I1c, Ihe roliowIn,
deJcrlbed property 1ft Kin 9 Counl)', Wuhlnllon:
rbllt land referred to In thUI certlClclte IS sItUated In the count.y of
kl.nq. atate of Wastungton, and deacrlbed as follova
'That por~lon of the eaat hll.f of the northe •• t quarter of Sectlon 4 !::::~~:d Z;. N~~~~~w:~n"e 5 E •• c. W M .. 1n KIn" County. W •• hln9ton. •
Be91nnl~9 ~t ~ poInt on the east lIne of •• ,d .u.bcbv18Ion vtuch IS
north 1 SS S9 east 990 feet Croll the southeast corner thereof thence north 88°19'25. weat for. dIstance of 650 feet. • thence south 1-55' 59-v •• t lor. dlatance ot 170 feet.'
thence north 88-19'25· v •• t for a d1atane. of 660.89 i •• t to the von Un. of til. IWlCl1vilion,
Stlloo·ace north 1-36'00" eaat .10n9 .aid w •• t L1ne lor a dlstanc. of feet,
thane. south 88-19125-•• at for a diltance of 1.313.80 Ceet to the ealt line of laid north •• lt. quarter'
thence aoutll 1°55'59. v .. t Cor a di~tanca ot llO Ce.t to til. point of b4191nnin9.
EXCEPT the north 300 C .. t of tha aut 400 tee" tII.raot
tXeEPT the v .. " 135.11 feet of til. soutll 170 h.t th.r~ofl
AND tXCEPT th .... t 30 feet of th. reaa1nder for road.
AddllloMl 011 plce __
AllcSSllt's T .... I'IIICCIIDI 042305-9228-01
TOOETHER WITH all tho ICIICnlenU hll'dlUmtllu Md appunenlllCC1, now or hcrcaIICT thefCunlo belonging or ',n
:III)"Wisc lPJIaIIiniJI., an4 die retllI, inuu, and pl1lfltr Ihcrcor Iftd III oilier propcrry or rilhU of any kind or natult
whwocver rlr!1her JeI tanh In the: Muter DcccI of Trull hereln.ncr referred 10, S\JOJfCT, HOW£V£n, to thc fiChU.
pawa' Iftd authority herei""," liven 10 and confem:d upon Bo:ndieiary \0 collec:t IItd 'IIply SUell rents. issuu .nd prcOls.
THIS DEED IS FOR llfE PURPOSE OF SECURING PElU'ORMANC~ or ucll aan:cmeul or Grantor ineorpo"'I.~ by
rcf_orcontalncdhcRiDlftdp8)'lllcnloflhuurno( Four hundred nineteen thollsand
"oIeRty iR(! 57/100 OOLL.AIU(S419,020 57 J
whh intaclt 1Itu_ ~1D11.O 1M taml or. pnnniJlOry ftOl& or even due bucwilll. p~.bl. 10 BeneOtiUY or Older
and madII II)' OI'lllfGt; all rcnewaIJ, mocllnClllOllS or alCIISloftllllcroof, ao4 a1so sudI fuMcr sums u may be ad'lII\tctl or
lollled by SenoIiciJly 10 0_. Dr any olber su,""on or essi&1IJ, \O&cIhcr wIth Interest thCTtOR II suett rate as shall be
I,reed upon.
By aoc:udn& and dcllvcrina this Deed or TNSI and tht NOle ser;urcd hCleby, !he: panics alrec 11111 ~II prOVISions or
I'lrqnlcl/llllIIrous/ll' loc:JusIvc olllle Muter Fonn 0eecI orTIIIJI beRillallcr rcrured 10. excop! such pa~pns LI AI"
speciOellly aclll4al or modilicd IIt1e1n, Ire hCRby IncoJPOf'l\cd herW\ II)' rdClenc& IItd made lit inte&~ p.n hmar for
all puf1IOIeI die _ a It ICC tOl1lll\crCill II IenJllll, IIICI die Ollllior hereby mile .. said eovC1IUlu Ulel l&rc:c.s 10 Cully
perlbmIlII o{nId provisions. 'T1Ic MutI:r Pam 0ec4 oCT!\I1t abo'tt rd'crted 10 wu recorded Oil the twenty.fiNl (2$lh)
clay of July. 196&, ill !be 08ic1aJ Records orllle omcc:s or IIIc ColInI)' Auditors orlbe followln, counties In W:.shlngtan in
Ihe boOk. IIId lit the PIle dcIilfll1ed t1\CI' 1110 name or each county, 10 wit:
LPB·10(c)lli96 • r"c I 0(2
\ )
.-
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C)
C)
C)
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)
~ I!OOIC, q& VOL ~ ~ mum: Il00K QIl VOl. ~ AU!). !Jll:5:Q.
.... duM lorbalnllast. '1].16 IU9U ~. '7 ofOI'f1c,i., R.r:c. 139-141 115561
AIod" M"1CftI1iI ..... Ulldet AUd.l'lo. 101196 LI"CIIIII 107 .rM.ftl'~" 71~719 '16596 B_ 14lorOlrocillllH. 6S9A-t 5919:11 MlUOn ", •• t c~ Frm I3S.aU 236031 CI'd .. 611 oromclll Ree. I6IZ·16., 61114. Ok_,111 l:~I.~~.~::l':. !I 7-"'" '60611 0.11_ 31' orOmcllllloc. 195·191 lIll16 heilic 6C9~51 55107 0Il10 AIMl. Mlcooliltll No. 7011S9· G-S I 9lSl ratdOrc1l1c 17 orM.IS S-II 116&5. 1021d1 eo.......,. 490rOecdl "1·201 FlII' rJcn:c 11S4.rlo4r" 707-710 2l!O7!1\1 Cowiil& 14ToComcttI Rce. 13'"137 675475 SaIIJ_ 11 O(M'p. 459-461 69181 DDa&lu '~:~~=", 12'1-11) " 1193 Shill " or om.ltill., lo-n 716277 PI..,. &1]0416 153150 Sk_lt " o'MfI' .1 ..... TOIOT fla.lln II.rOIllcl .. II ... IlI.141 ]096" Snohomidt 113 .rom,i.1 Rcc ,'o-S.) 2041549 O.-flcl_ Mlcnttll ...... u-.. Auri. N. 1]00W Spak_ I' .rom,i.1 Re. 104'-IOli 376267C 0-C4 otR& Doc 373.316 S3~I SII'ICM 4~ I:Ofr~~ Rcc. 39'-391 3906lS =. llolOcaall 31·)4 2075" 11INttcon 7]1·1], 7UlSO
lsi .... III .rOllici .. Rae 1100113 211611 WoIIkiUum \1 orM~~,.C.s &9-92 247)~ J.lfatoo 40r OnIchlllle. 3160319 196153 "'oil. "'alia n !~~%~:r",Cc. 711-71' '95711 ~ "~ .36043' .,Il109 """"-855-&51 1047Hl 929 or Ilea. llOo4IJ 9)4770 WII\tmIn lofMisc 291·19' llllU tc:ltt\ms III 01 MGllpla 361.364 341693 Yllrama 112 otOllieial Rte 147·150 2\70W IC.llcldta \O\or~ '07.\10 13'095
'" copy of _" M_l'orm Deed ofTNIIIs heRby I'wtIIshcd 10 die IICnOII cxccutinc this Deed oCTrust ond by e"'~ullnc
this I)ccd otTrust the CitlnlOt ..:k4owleo!&e. recelpl 0' sudl M~ct Form Deed atTnaJl.
Tba propaty which Is the wbject 01 Ihit Deed otT .... II. nol uoed principally or primarily (or .cneulture 0,
timlin, purposes. ~. .' ~
The ~nderri8ned O,."lOr roquesa thaca co..,. at...,. )./olice olOct.ullllld ohny NOliCe or Sal. hereunder be maolcd '0
him 01 tile IIddrcs, hcteinbcforc ,cI rOl\lt. '. , .
sulC') 0' the ORrmll'(.) on the day and yew rtnl .bove wrillCll.
~ .
i--~~~~~J~~--~
1" :.. "I,. I ,
: 1.1
I .~
I .!
I I r ) I. .,
STATE OF WASHINGTON, }
SS.
COUDty of K [NG .
IIIcIeby cati". IIIat llcnow or hive ~f'Icfory evidence I . . .. ' ,
lhIl DERRA EERG"SON ' . ;. I !..-':'~i\~---::.:/--:':-...!
I, th, penon(s) who appeared berOtO me. and said penon(.) &C/cnow'ed,cd \h&I (he, she. Ihey) s'gned Ihis 'nSlrumen~ on , ... _ ...... " .... ,\ 0l1li SIlted Ihll _ -;-,or; 1 \~ .
iIIIthoriad 10 cxCCVIC lIIe imlNmClII and ICknO~&eclll ~ I/Ie Se ~~ary-TreaSUrer
of L.ilkil'"ig9i Dil'ilopJllell+ [lie' t
LO be Ihe (ree and voluntary act of such PII'I7 fot iii. uses DJUI pUf\IOJftln 'rXtncd in till' ,nstrum,nl.
Dated 12130/99
resid\"I1l B"r; an
My II/polnunenlGpIrn 11'/2&/02 \i" _: . .' ..... ~. , ·.GiorgiIlQ T ~Qllday
.. ~,\. '~"~'.,,-" rnntal Nune REQUI$TFOR~~i:R£coNV&YANCE
To be ..,cd only Y<lhcll all Obl/,tU/DIII Ir".,.".,n paId _nlr, 11011 Dlld ,It,s Dud ofT"'''
TO: TRUSTEE.
The undenill\ed i, tile lepl_ ami holder oCtile nole IIlCI all ocher indeblednen secured by Ih, .. ,th,n O",d of
TNSL Slid nOle, lOp:lllcr wi,h all olber inddlJedne:ss sccurcd by Slid Deed of1'iust. hu been fully pmid Ind SAtisfied, lIId
you l1li hereby rcqvcstCd ati4 rllrecwI, on payment \0 you or any S\IIIII OW1IlnS 10 you un4u tile lerms DC 5:1111 D~O of
TI1Ist. to cancel said lltlte above menboncd. and 1111 other evidCIICCI or indebredne.l$ secured by said Deed of T"'>I
dclivcted 10 you herewith. 10&elner with the s:lid [)u.d of TI1Ist. JnO 10 ~eonvcy. wilhoul 'yornncy. 10 the plt1'Cl
dCSill/lned by tile tcrmJ oC Hid Deed o( TI1I.It. ,Ulhe es\aIC now held byyoll thereunder.
O~tcd ='_
Mail reconyeyancc 10 .
D. 1101101. or datrD)'lhls Dad ofT" .. 1 OR THE NOTE ",hlch \I 'Kures. Botti mil" be delivere<!lo rhe TruJl ••
before cancellation will bt mlde.
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BARBED WIRE FENCE
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TELEPHONE RlSER
UTILITY POLE
GUY ANCHOR
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WITH GRATE
,"-,")=1 433.56
EXISTING 12" CP
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--------------------------------:.:::-=-=-====~ ____ . ___ __=_____"______~_ .. ____ . __ ____..L.._~____L ______ ~ ______ .1 ______ j
GENERAL NOTES:
THE TREE LOCATIONS AS SHOWN ON THIS PLAN SHEET ARE APPROXIMATE .
FINAL TREE LOCA nONS WILL BE BASED UPON THE FINAL ENGINEERING PLANS
THAT TAKE INTO ACCOUNT THE LOCATIONS OF UNDERGROUND UTILITIES,
STREET LIGHT POLES, UTILITY VAULTS, AND MAIL BOX LOCATIONS.
2. LANDSCAPE TREES REQUIRED @ 2 TREES PER LOT = 86 TREES
3. LANDSCAPE TREES PROVIDED = 94 TREES
SEE PLANTING SCHEDULE -THIS SHEET
PLANTING SCHEDULE
SYMBOL PLANT NAME
e MOUNTAIN ASH
"SORBUS AMERICANA"
* FLOWERING CHERRY -NEWPORT
"PRUNUS CERASIFERIA"
QUANTITY
71
23
SIZE
1.75" CALIPER
1.75" CALIPER
Typical Tree & Shrub Planting
Q)
C
-1
a...
Laurel 3' spacing
35' +/-
EXPIRES 5-13-07
CASEY ENG
P.o. BOX 1255 FALL CITY,
(206) 227-8187,
CITY OF RENTON
FILE #
WIRE OR CABLE SIZES SHAU... BE ;S Fou.ows:
TREES UP TO 65 WM (2.5 IN.~ CAUPER -14 GAUGE
TREES 65 .. (2.5 'N.) TO 75 "" (3 IN.) CAUPER -12 GAUGE
TQfTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SUPPIMG. AU..OW F1)R SOME TRUNK MOVEJoIOO. PlASTIC HOSE
SHALl. BE LONG ENOUGH TO I.CCOMMODAIt 35IoIIA (1.5 ".) OF GROWTH ANO BumR All. BRANCHES FRO\! THE WIRE.
TUCK Nf( LOOSE ENDS or THE WIRE OR CABLE INTO THE WIRE WRAP so THAT NO S~P WIRE EN)S ARE EXPOSED.
GfLV»lIZED WIRE OR CASLE ___ ~-
13 OM (0.5 IN.) OIAM. ---___ ~
eu.s.C HOSE ...J;:;:::.$f----j! --r-r
" ~ MST WIRE 10 ~GHTEN.
240 II -40 WM (1.5 )I 1.5 IN.) --------HARDWOOD STAKES OR OTHER
APPROVED STAKE M4.TERIAL
ALl STAKES SHALL BE ORIVEN OUTSI)£ THE EDGE OF THE ROOT BALL
ASSURE 1IIAT THE B£ARING SURfI.CE ~ THE PROTEC11\{ COI/ERING ~ THE _ OR CABLE AGAINST THE 1H£E TRUNK
IS A MlNlt.fUW OF 12 MM (0.5 IN.).
REWOVE N..L STAKING AS SOON AS THE TREE HAS GROWN SUffICIENT ROOTS TO OVERCOWE THE PRI)3I.EM
lHI\T REQUIRED THE TREE TO BE STAKED. STAKES SIWl. BE REMOVED t«) LATER THE END Of THE fiRST
GROWING SDSON AFTER PlANl1NG.
TREES NORt.W.LY 00 NOT NEED TO B£ STAKED AND STAKING CAN BE HARWf\ll TO THE TREE. STAKING SHOULD BE DONE ONLY
WITH THE APPROVAl. OF THE lANDSCAPE ARCHITECT F IT IS EXPECT[[) THAT THE TREE Wll NOT BE ABLE TO SUPPORT ITSELf.
THE FOLLOW~G ARE REASONS WHY TREES DO NOT REIIAIN STRAIGHT.
• 1H£ES WITH POOIl -QUAU1Y ROOT BIllS OR ROOT BIllS 1IIAT H/.VE BEEN CRACKED OR DAMAGED. RbJECT RATHER T1WI ST;K~
o TREES THAT HAVE CROWN TOO CLOSE TOGrn£R f.I THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATt£R n-w. STAKE.
o PLANTING PROCEDURES THAT 00 NOT AOEQUAlELY TAWP SOIlS AROUND THE ROOT BAlL CORRECT THE PlANTING PROCEDURE.
o ROOT BALLS PlACED ON SOFT SOIL TAMP SOLS UNDER ROOT BALl. PRIOR TO PlANTING.
o ROOT eAll.S WITH VERY SANDY SOIl OR VERY WET ClAY SOl. STNCf.lG AD\t1SABLE.
o TREES LOCAlED IN A PLACE or EXTREMELY WINDY CONDITIONS. STAKING ADVISABI.£.
HOltS
1. PLEASE REfER TO INTRODUCTION AND USE CRITERIA. PRKlR TO USING THIS DET.-JL
TREE STAKING DETAIL -TREES 75MM 3 IN, CALIPER OR LESS
STAKE TREES OM.Y UPON THE APPROVAl... or THE I.ANJSCAPE ARCHITECT SEE STAKING OETAIL.
WRAP lREE TRUNKS ONLY UPON TIiE APPROV.\I. Of THE 1ANOSCAPE ARCHITtCT. SEE WRAPPI4G OfJ~L
SET TOP Of ROOT ~FlUSH TO
GRADE OR 25-50 I.W 1-2 IN.) -I~~~!l.!~~~~~~ HIGHER " SLOWlY ING SOILS.
50 "M (2 IN.) MULCH. 00 NO PlACE ~ ...... , hlll.CH IN tofiTACT WIllI TRE£ lRUNK. MAINTAIN THE MUlCH WEED-FREE fOR A. t.t~tt.tUt.l Of THREE ¥EARS .filER P1AI/11NG-
NOTE: FOR DIMENSIONS OF----' PLANTING AREAS, T'lPES OF SOIL AMENDMENTS, OR SOIL REPLACEMENT, SEE 'SOIL IMPROVEMENT DETAILS:
NOTES
1. PlEASE REFER 10 INTROOUCTION AND USE CRITERIA PRIOR TO USING TH~ OETAL
TREE PLANTING DETAIL -B&B TREES IN ALL SOIL TYPES
NO1£: THIS DErAIL ASSUt.t£S THAT THE PlANTING SPACE IS lARGER ~ 2400 .... (8 FT.)
SQUARE, OPEN TO THE SKY. AND NOT COVERED BY Nrf'( PAVING OR GRATING.
SCALE
98024-1255
REV. NO. """
LAKERIDGE DEVELOPMENT
P.o. BOX 146, RENTON, WA. 98057
(206) 228-9750
HONEY CREEK EAST
CONCEPTUAL LANDSCAPE PLAN
' •••• r",. D.CASEY AS NOTED
""'NOVEMBER, 2005 NC-TO(U LN<DstAPE.PSO
MAY 172006
RECEIVED
\
310
-----------------
0~ _
o
C B "".., "" CB 42
C 41
2~
1
..
CB 4
7 he.
,
• ..
•
'" a S.E. 98th ST. -,----.-----1
--L -
\ >
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,~--~~~ ~
CB 8
CB 16
CB 1
EXIST
CB 9
EXIST
CB 22
EXIST \ CB 93 -
• ---
EXIST
CB 95
\
,
EXIST
CB 91
EXIST
CB 94
\
Go
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CB 22'
~ (j
CB 23
\' \
---~ \ \-----
EXIST EXIST EXIST
CB 81
EXIST
CB 80 CB 83 CB 82
":'u-L.L!~-------
HONEY CREEK EAST
EXISTING DOWNSTREAM CONVEYANCE SYSTEM EXHIBIT
TO TRACT "B" -HONEY CREEK RIDGE -DIVISION I
GRAPHIC SCALE
50 100 2'" "'" 100 0 I I I I I I I I I I
( IN FEET)
1 inch -100 ft .
CB 65 /
-> ~ 1------1
I~ i J----~-_I -
S.E. 102nd ST.
S.E. 1m
r __
rd
...
.. -_._---. __ ._------------
~
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(7,9S7sf±) c----_ I oF'P-----
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---~ C~::~
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I 1(7,698sta')
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I~ (7,021sf±) -,I
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105'
\
\
UNPLATTED
r----/ -SSSL(TYP.) - -J
.( . ....... /
" 26 /
..... " (14,401sf± gross) /
"-(12,287sf± net) /
"-/ "-/
Preliminary Plat of
HONEY CREEK EAST
\
a portion of NE 1/4, SEC. 4, T -23 N., R-5 E., W.M.
\
'" 913'
~--I ~('''''-''-\' \ I
\ \ I
/'\ \24\:
King County, Washington
-----
'---l , ,
I ,
--
'---, '---l
I I I I
I I
---l ,
\--17 -,
"
SSSL (TYP.)', \(7 \ ,691 sf± gro'ss) ,
, __ ~,465sf± net) I
lUINTON SCHGOL DlS'l'RlCT #403
I1lBRI/.t llBIGB'I'fI El.BMIIm'ABY f/CHfJ()£
~ ~ C
~
"-/ "-~, /1
'-./
/ \\ ~7'80SSf') I / \ I
/ \ \' <
22 ,
(5,100Sf±) , , , 21 ,_ 20
(S,S51sf±) I '(S,100.H)1
I I
I
19 ' (S,100sf±) , , I
I I ~ \ I
18 I r---rt=L==~++-I KING COUNTY ~ ~------~~==~N~CO~~~~TE~BO~wm~WW~~--------~
,----l
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I
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gros,)
,98C)sf± n'lt)
~--, --....
41
I
I
(6, 758sf±Y
./ ~.A" ~SD .;'$ I ....-/ --___ J
'-
-I
7
---::j t--------
(S,865sf±) J
t===j t ---j ---
'.' .
~_-+-__ 237' /ROAOWAY LENGiH = 492' ~'\--15 -I
c Z-
1)
PROPOSED 10'
TE DRAINAGE
EASEMENT
\
N.E/24TH CT.
\ \ (S,774Sf±\ "
II \ ' LL _____ J
?i':17==--:8i l;:..:::.;:--i--t 5
II I C")
<? 14 '
'\ '\ (7,008sf±) :
::J '\'\ I I
I '---___ J I I
I __ -::::: ,;;-
"i-I ---I I r-\ ------, r--rJ I r::: -I
., ..
44
C===:::I , \
I \
10 \ '\ (6,927sf±) )
, I
I L ____ --1
r »
-I
-I
'" CJ 50
1
, 2 I' ISANITARY SEWER M.H·I 1/13 ~ "" ! I \ '-I = 445.16 -12: j I \'
(10,S97Sf,j, gross) I 1/ : g: ~ : m:~ I I (6,CI67sf±1; (11,634sf± gross) / I 10' SEWER PIPELINE
GRAPHIC SCALE
o 2S 50 100
.. I I I
( IN FEET )
1 Inch = 50 It.
1
UNPLATTED
1-
(8,449 sf±~et) I I I (10,2~4:ft..Jlet)-,I wl-~EASEMENT
'--_____ ~ ~~~~:~:.~~~~~i~:=~=~~~T~~~-~=~~=:~=::-::t~lH~~R~Ec~.~NjO.~79~0~70~9;07;8;0~::::::::::~3~7~0~'~37cr.:-::-::_= __ =t=<~f~f~~c~O~M~M~UN~'C~A~TI;O:N:::J
rm~~~~~~~f_y-~~~~==]g --
'" 1 """",
--.. 1s'275Sf±~ I
-=::--=::-1-_ _ \ , ...... ~---r
--
1.-1 n' UTILITIES
EASEMENT 620' REC. No. 19991209001432
!-t-l0' SEWER PIPELINE
EASEMENT
REC. No. 7907090780
7
I
8~ GATE VALi' M.J.
ASPHALT
DRIVE
.. L. THICKENED
-
" _W.M.
" ',.
ASPHALT
DRIVE
6
W.M.' FH
HONEY CREEK EAST
SITE
VICINITY MAP
«
2 o -2 ::>
6" 10NC. VERT. CURB & GUTTER (PT)
··-·~=~-4~·-W....-~-~~·-t~~ ill 0 II
ASPHALT
DRIVE
-1 ~ II « II
. _, II
"
LEGAL DESCRIPTION:
PARCEL A:
THA T PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
BEGINNING AT A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH IS NORTH 1'55'59"
EAST 990 FEET FROM THE SOUTHEAST CORNER THEREOF: THENCE NORTH 88,9'25" WEST
FOR A DISTANCE OF 650 FEET: THENCE SOUTH 1'55'59" WEST FOR A DISTANCE OF 170
FEET: THENCE NORTH 88'19'25" WEST FOR A DISTANCE OF 660.89 FEET TO THE WEST
LINE OF THE SUBDIVISION:
THENCE NORTH 1'36'00" EAST ALONG SAID WEST LINE FOR A DISTANCE OF 500 FEET:
THENCE SOUTH 88"19'25" EAST FOR A DISTANCE OF 1,313.80 FEET TO THE EAST LINE OF
SAID NORTHEAST QUARTER;
THENCE SOUTH 1'55'59" WEST FOR A DISTANCE OF 330 FEET TO THE POINT OF
BEGINNING;
EXCEPT THE NORTH 300 FEET OF THE EAST 400 FEET THEREOF,
EXCEPT THE WEST 135.11 FEET OF THE SOUTH 170 FEET THEREOF;
EXCEPT THE EAST 10 FEET OF THE SOUTH 170 FEET THEREOF:
EXCEPT THE EAST 30 FEET OF THE REMAINDER FOR ROAD;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUMBER 20031114000579.
PARCEL B:
THA T PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1, BLOCK 1, SIERRA HEIGHTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 54 OF PLATS, PAGE 3, IN KING COUNTY,
WASHINGTON;
THENCE SOUTH 1'55'59" WEST ALONG THE WEST LINE OF SAID LOT AND ITS PRODUCTION
A DISTANCE OF 170 FEET;
THENCE NORTH 88'19'25" WEST 10 FEET;
THENCE NORTH 1'55'59" EAST 170 FEET;
THENCE SOUTH 88'19'25" EAST 10 FEET TO THE POINT OF BEGINNING;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUMBER 20031114000579.
SITE INFORMATION:
ENGINEER: CASEY ENGINEERING
P.O. BOX 1255
FALL CITY, WA 98024-1255
PHONE: 206-227-8187
s
SURVEYOR: DALEY-MORROW-POBLETE, INC
726 AUBURN WAY NORTH
AUBURN, WA 98002
PHONE: 253-333-2200
OWNEA(S): WM. WAYNE JONES & DEBRA JONES
LAKERIDGE DEVELOPMENT, INC
P.O. BOX, 146
RENTON, WA 98057
PHONE: 425-228-9750
ACREAGE: 8.05 ACRES
NUMBER OF LOTS: 43 LOTS
EXISTING ZONING: R-8
LOT SIZES (sa FT): SEE LOT AREAS ON
THIS PLAN SHEET
AREA OF SMALLEST LOT:
SENSITIVE AREA:
STREET AREA (SO FT):
PAIVA TE ACCESS
EASEMENT AREA:
PROPOSED DENSITY:
ALLOWABLE DENSITY:
PROPOSED USE:
WATER:
SANITARY SEWER:
OPEN SPACE %:
LOT 3: 4,660 SF
(I)
38,969sf± / .890c
1,226SF±
"'.03 DU /GA
,
4.0 DU/GA (MIN) i
TO 8.0 DU/GA (MAX) !
SINGLE FAMILY
RESIDENTIAL
CITY OF RENTON
CITY OF RENTON
NONE PROPOSED
6
-J -1--,
NOTES:
1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON, INC, PLAT CERTIFICATE ORDER NO. 490625, DATED
SEPTEMBER 5, 2002 AND SUPPLEPLEMTAL REPORTS #1, #2, #3, AND #4 THEREOF DATED M~RCH 24, 2003,
APRIL 8, 2005, JULY 7, 2005, AND OCTOBER 31, 2005 WERE RELIED UPON FOR THE DISCLOSURE OF THE
VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY PLAT WHICH ACCORDING TO SAID
PLA T CERTIFICATE IS SUBJECT TO THE FOLLOWING AND OTHER SPECIAL EXCEPTIONS. .
A. TERMS AND CONDITIONS OF PUGET SOUND POWER & LIGHT COMPANY EASEMENT RECORDED UNDER
RECORDING NUMBER 2515267.
8. TERMS AND CONDITIONS OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT
RECORDED UNDER RECORDING NUMBER 9711120787. ,
C. CHARGES AND FEES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF RE~TON ORDINANCE
No. 4025 RECORDED UNDER RECORDING NUMBER 8612031455.
D. ASSESSMENT DISTRICT AND CHARGES FOR SEWER SERVICE CONNECTION AS DISCLOSEQ BY CITY OF
RENTON ORDINANCE No. 4482 RECORDED UNDER RECORDING NUMBER 9412020474.
E. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS CONTAINED IN OEED
RECORDED UNDER RECORDING NUMBER 20031114000579. .
F. ELECTRIC TRANSMiSSION/DISTRIBUTION LINE EASEMENT RECORDED UNDER RECORDING Np. 9501130275.
SAID EASEMENT IS DESCRIVED AS CONSTRUCTED OR TO BE CONSTRUCED AND NOT GRAPHICflLL Y DEPICTED
HEREON.
G. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO> 5138, RECORDED UNDER RECORDING
NUMBER 20050627000165.
NO WARRANTY IS HEREBY MADE, EXPRESS OR IMPLIED, AS TO THE ACCURACY AND/OR CO~PLETNESS OF
SAID PLAT CERTIFICATE. I I ,
,
2. THE TOPOGRAPHY SHOWN HEREON IS PER THE APPROVED "HONEY CREEK OFF-SITE" ENq!NEERING
PLAN SET, KING COUNTY REFERENCE NUMBER P#2246, AND THE CITY OF RENTON AS-BUILl PLAN
SHEET #R-2160. .
AU
PHONE:
INC,
NO
PROJECT
DATE
DATUM:
U.s.C. & G.S.
BENCHMARK:
CITY OF RENTON B.M. No.1182
ELEVATION = 429.54
DESCR1PTION
LAKERIDGE DEVELOPMENT
P.O. BOX 146, RENTON, WA, 98057
(206) 228-9750
PAEI..t.1JNARY PI..A T ()p.
HONEY CREEK EAST
ENGINEERINQr. SURVEYING PREUMiNARY PLAT PLAN SHEET
APPROVED
LAND ~, . NING "'iiNBi~C~ITY~OF~~RENT~;ON~R~1 ~E.:N~O'~~~~;===C::-l-1 l ________________________________________________________________________________________________________________________________________________________________ ~------------------------JL~::::::::::::~l.--~--~~~ ______________ 1!----------JI~.o~~~~~~~~~~;A~~1'~'~=~5¥0'~~;,:~0~2~29~0~P~P~-~ Ii 02290
LO <> C> C\J
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KING COUNTY
\ I ---- -_I ~ __ _ _ _~ __
--------+--r---,----, S.E. 104th ST.
RENTON SCHOOL DISTRICT /403
SIERRA HEIGHTS ELEMENTARY SCHOOL
KING COUNTY
RENTON CORPORATE BOUNDARY
HONEY CREEK EAST -SITE
NE 22ND PL
I~
rJi
~ 1----(----------___
~
:S I~t------i
'"'I
_lYE 2_1ST S~_ /
GRAPHIC SCALE
400 --I
( IN J'EET )
1 Inch = 100 fL
-------
•
•
5-13-07
CASEY ENGINEERING
P.o. BOX 1255 FALL CITY, WA 98024-1255
(206) 227-8187
CITY OF RENTON
FILE #
REV. NO. DATE DESCRIPTION
~RIDGEDE~LOPMENT
P.o. BOX 146. RENTON. WA. 96057
(206) 226-9750
APPROVED
~ ? PROJECT (.
HONEY CREEK EASTI1ECEIIA
NEIGHBORHOOD DETAIL MAP 'EIJ
SH£IT --,;1;:----
1 OF __ _
DRAWN D.CASEY 1"=100'
APPROVED ""'NOVEMBER. 2005
-----------------~'
w co c:: w
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II e-1i
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II ,
110
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lid!
I~ , U i;::r
I'r
115
i! 'f
it'
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II
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II
II
II
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33
LEGEND
__ , --BARBED WIRE FENCE
c -~ c --WOOD FENCE
--0 --CHAIN LINK
o TR TELEPHONE RISER
-c> pp UTIUTY POLE
Eo-GA GUY ANCHOR
-r------
16'+ /-
GENERAL NOTES:
1.
2.
niE TREE LClCA liONS AS SHOWN ON nilS PLAN SHEET ARE APPROXIMA 1E •
FINAL TREE LOCA liONS WILL BE BASED UPON niE FINAL ENGINEERING PLANS
niAT TAKE INTO ACCOUNT niE LOCAllONS OF UNDERGROUND UllUllE5,
STREET UGHT POLES. UllUTY VAULTs. AND MAIL BOX LOCAllON5.
LANDSCAPE TREES REQUIRED 0 2 TREES PER LOT = 86 TREES
3. LANDSCAPE TREES PROVIDED -94 TREES
SEE PLANllNG SCHEDULE -nilS SHEET
----
37
43
NE 22ND PL
--'--------------
PLANTING SCHEDULE
SYMBOL PLANT NAME QUANTITY SIZE
9 MOUNTAIN ASH 71 1.75" CALIPER
"SORBUS AMERICANA"
* FLOWERING CHERRY -NEWPORT 23 1.75" CALIPER
"PRUNUS CERASIFERIA"
22
-J2V1U2
?urw '0-1'-
-----
r--.r. -I--'" _~J
2
~f---
S-!NSE"T
.10' WIDE'
19
GRAPHIC SCALE
( Dr FEET )
1 I:Dch = 50 tt.
I
' ~-~-,!
8~Rh';rl'Rl
4,~,' -5" ','{DE:
i'8r~
_~,~~ I
::lON, ,,8-,81>
tll''1.:Jv]S
L
W.'1i.
...
I
.p. 'il " ,:, '
-2 :;;;: \..~ ()~
"
-,'
''''"
-_.I' ""'-----,
'N.M
ASPHAL -;-
DRIVE
EXPIRES 5-13-07
w,
-...
WH OR CABl:.-:~'ZES SHALL RE A.-, FC:LLJWS
TFi~'~:~ UP -:-0 6,2> MM (2.5 IN.) ::::ALlPER -14 GAUG[
T~:~'::S 65 VM (1:. IN) TO 7:) MY! (3 N.) ~:AL'I-ER -12 Gjl,UG[
TI(,W:N \~'RE GR C>\Bl.E (n_" fNUUGH TO 'UP ::-Rm~ SLIPPING AI(JW FOR SOf.tI[ TRUi\k MOVEMENT. PlASllC HOSE
:)H41,_ tiE LONG E!\:)USrl -:-0 ACCC'MMOI)ATE )","'~~1 (1,;:, IN,) OF '::;R2'ifiT:-I AW; fJIFH-f.i ALL ORMKHES FRO~\~ THE 'WIRF.
TUCK NN _OCS~ D~D': OF -:-rlE WII~L OR CA31F INTC THE WIRE WRAiJ SO -;-rlA' 1\0 ','jAR=' WIRE ENJS ARF_ [X!'(J3:::0.
,', Mivl (C.5 IN,) 0 AM
'='LJ,Sf'C Hes::
AL_ ~,TAKES SHAL:.. 3E DRNEN OJ I :-;lr)E
1 W ::'DGE OF F'E ROOT ~ALL.
K)SURE TIIAT TH:: E<EA~J,G ::,J~:-i\CE DF Tf.,E PRO-~C ""~: CO\lI,lING OF TH:' WIRE OR C,'t3LE AG,'.q.n THf WH. TRU\lK
IS ,~ MINiMUM OF 12 lyHv (o.~; N.)
RPAOVE iL SlAKING fo.5 ~~08N k; 1'1::: TREE ~AS GROWN S'Y"F!C nJT ROOTS TO OVERCJM[ THE ~'I\UBLEM
TI'M i"fOLlRfn IHI-TW,'_ :0 BE ::lIMED. STAKES SHAi..l Rf RFMovm NC lATfR THE E'~D OF TI-[ rlrlSl
::;PO'tIINC SLAsm\ AF I;;:R PIAtJTI~JG
TR:TS l'iCRMA.i.LY [)(, '~,~:T I~EED TO BE ')IAKED AND S,Ar\ING eM-j Rf liAP·"tfUI TO THE ~REE. ST,il.(ING $f-JULD BE JONE ONLv
iHH Illf APPROVAL r:'r THE U·J(C'SC,.\PE ARC:.-1ITECT I~ IT IS ~X[lFU~!) TI-"AT 'IH~ TREE \\"Lc. '~OT BE AOL[ TO S:.JPP8RT ITSELF.
TI-E ~'OLLUWNG ARE FEASONS W"'Y TREES 1)0 'Wl Rl:I,jAIN Slf\Al::HI,
o TREES 'WIT'-1 POOR -QUALITY R:;OT EJIILLS 0R RuCT BALLS 1'-j~J HMF BlEN CRACKrD OR f:M';',GECl. RE~ECT ~'AThER THA~J ST.~KE
I) II'US II AT HA.'vl GRO'NN Te::::, CLOSE TOGETHER ,N TW ~!LqSERY, Rf-SULTINe I~j WrA~. 'Rl!~J\S, REJEC P.ATHER TflN~ STt\~E
o FlAI'JIIN::; P,\OCEDURES THAl DC NOT A[)~QUATELY TA!vT SOI_S .'>.R()UNIl TYf-~OOT EA; I .. CC;RRr:::~T THE """'lAi\TING PCI:!)CEOL;PC:,
o ROlf tl.tL~; P~4CED ON SOFT ·30IL. IIIMP SOL::; U\lDE.'-I 1<;)01 t:!ALL f-'RIOR TO FlAl\T!r,:;
o ROO'-BAL:.5 WI: II VLRY SN~Cv SOIL OR VEI\Y WET CLAY SJ L, STAKI~JG IIDVIS,AWJ.
I) fREES LCC,-'lTEC IN ,A :::lJ\CE 0;:-EXTREMElY WINDY CO~,UITIO\jS. STAKING ,ADI/SAHU-:,
I\JOT::S
1. P'--[AS[ >::EFEF: TO Ir·,TROi)un8~·: Arm USE CFUERIA PRIC'R T·'J USING Tj-e13 DETAIL.
TREE STAKING DETAIL -TREES 75MM CAUPER OR LESS
[OU N!)~' :1.fi\{ILY f-'I~UNE tHE TREE 1-\1 PLANfJjG.
PPUfJ[ ,-r·lLY CRCSSOVER LIM3S, CC-DOMINAI\IT
L::'lIDt::(~:, AND GROkEh OR DSA'J BRANCI-£S S:J\tl "~ [R!OR TW GS AND LA-:-:=-RAI. BRA~CHES
MAr BE ~RUNI-); HOWfV€R, CO NC I REIV,C'VE
TH[ --;-EF".'N!\'L Bt.:DS OF BRA'-JCHES TH,AT
:.<IENQ 'J -'1E tl)(;!:. OF -:-Il[ CROWN
:::.TAKE F'FFS cr·JI.Y U~'dl T,-1E APFRC)VAL ''': TH ANDS(:A[-". AR:. HECT
SEE ~AKING DETAIL
--I'IK:.-,\mL ..'U~I"\S o~u U~vN IHt
PPP: JVAL c::-THE LANDSCAPE ARCHI1ECT
SEE WRAPPING DErAIL.
MA.;;:-fHE \lcm I Sl~[ Of i'-IE TRE,-__ ~
I~J T -if. NURSER'I, M~P RO:-,4TE I Rc:.
T} ;',"',CE ~lORT'" AT IHE SIT~ WHEN FVF:R P,)c)IBLE
EACH TRFf-i1US'1 [-j[ PLMiTD SUCII TIIAT
OF THE Rom [JAil. ri~lES WI-ER[ THE TRU,I.jf..
':;l' f()P J ,,~OT EA I FlUSH TO
·.-.. ~,',O::: OR )~-~)O ~~I : 1-2 IN.I
(
THE TRUNK Fc.ARE IS VISlhL~ A,' ~H!:. rap
MULel1 R'NG FLARE IS NOT VISIBi.E_ .:;'IAl_L cL .1~[_JtnE~ 1~()8 ~~M (6, f1.l ,DI,l.,M, ~~ll., DO fWT COYf:R,THE '(JP CF -"'E ROOT '!..OC 'JM (srt) OlAf! ("lr;>[fFRRFD BAL'_ WITH ::',JIL
H ,~.,Er: IN SLew:;' ::,F,t.INING sc:,Ls.
?OU \JM (8 I'n-~;:rliiiij;iil~~~~~~~..,~~~-~--rjl~ 100 MM (1 N.) _HIGll E.ARTH ,SAUCER
:'C ~',I~jl (2 I'j; ,MUI '~H, -:0 NC P, LA.cE
1;1,"_ H IN ::'O".JTt,':,T W!T~ TREE -C(UNK.
1J~,li,-AIN -1--[ MUJ.II weED-FREE FOR A ~j l~lf..IUM ')F THf<t: "FARe; AFTfR =' J.·JTING
!, .! ! I!!'! BEYI)'W EDGE o~ 1'.001 I3ML
!!! j 1: ! r, 1 t r I!' , I ,1 11 "
11! T ! I ! '11 R[MQ'v'[ ALL TWINE. '\OPE J..ND Wlr~l, Ahli
, 1 , 1 " I • r 1 ! I! r 1 ~1 I'!!!'! I r, 1 BUR"f' ~ROM lOP HAl' I)r ROOT r:<-,: I ! 'I ,! j ~ r lIT ' TIl ~ • ! , ! T ! 1 T 1 LJ-\ . -,,",
T " T 1, l' I I!" j '1""
iF ?LANT IS SHIPPEe WITH A WI~E BASI<i::T AROUNU
THE ROOT B-'lLL. Clr "HE WII;!:. BAS:<ET IN rOUR ?LA,(:t';
p,ND FOLD DOWN 2D::; MM (8 ;N,) I!\TO FLANliNG 'IDLE
°LACE ROOT BALL ON UNE.XCAVATED NOTE: FOR DIMENSIONS OF -----' OR lAMpCO SOIL PLANTING AREAS, TiPES OF SOIL
AMENIJI,4ENTS, OR ~IL REPLACEMENT,
SEE "SOIL IMPROVEMENT DETAILS."
\CTES
TAMP SOil. AROUND RO:JT BALi...
,3.;SE FIRMLY WIIH FOOT I'RESSJRE
s.] THAT ROOT BALL DOES NOT SHIFT.
f-'LtJd REFER -0 It~TRODUCTm: A,f,;D USE CRITERIA PR:OR TO USING HIlS DETAIL.
TREE PLANTING DETAIL -B&:B TREES IN ALL SOIL TYPES
~"JC:TE Tt-I:: DETAiL flSSUM[S WAT TbE PLANTING SPACE S LARGER THAN 14.00 MIA (3 FT.;I
.~,j APr .• TEN TO "HE. SKY, A~jD 'jOT COVEREe 31' ANY PAVINe OR GRAnK.
REV. NO. DATE DESCRIPTION
CASEY ENGINEERING LAKERIDGE DEVELOPMENT
P.O. BOX 146. RENTON. WA. 98057
(206) 228-9750
P.O. BOX 1255 FALL CITY, WA
(206) 227-8187
CITY OF RENTON
FILE #
98024-1
""",,CT HONEY CREEK EAST
CONCEPTUAL LANDSCAPE
D.CASEY
APPROVED
APPROvED
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SHEET ----;;'--_
1 OF
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KING COUNTY
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KING COUNTY
RENTON SCHOOL DISTRICT 1403
SIERRA HEIGHTS ELEMENTARY SCHOOL
RENTON CORPORATE BOUNDARY
HONEY CREEK EAST -SITE
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GRAPHIC SCALE
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( IN FEET )
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EXPIRES 5-13-07
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CASEY ENGINEERING
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P.o. BOX 1255 FALL CITY, WA 98024-1255
(206) 227-8187
CITY OF RENTON
FILE #
REV. NO DATE
I'ROJfcr
OEVaOPME CJTYOF~PU\MIIt. Nrc._'
DEC --2 2C;
RECEIVED
D£SCRIPTION
LAKERIDGE DEVELOPMENT
P.o. BOX 146. RENTON, WA. 98057
(206) 228-9750
HONEY CREEK EAST
NEIGHBORHOOD DETAIL MAP
APPROVED
""'''''., D.CASEY SC<!E 1"--100' ""AWlII') ,,~~ 1 C:\UC EAST\HC-E .... STR14.DWG """"'" 1-,:::::PFHO=w;;;----+-;;:""'n;:;-;N:::OVE-;;;::M~B=E;::.R,""-;2;;:::OO~5,r,N:;-c ,="t7-IIG::':"H90:;';;:RH;":;OOO=DE~T.P=SO"-i OF _ 1=
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LEGEND
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E-GA
BARBED WIRE fENCE
WOOD FENCE
CHAIN LINK fENC~_
TELEPHONE RISER
UTIUTY POLE
GUY ANCHOR
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GENERAL NOTES:
1. lHE lREE LOCA liONS AS SHOWN ON lHlS PLAN SHEET ARE APPROXl!.tA 1E •
FINAL lREE LOCA liONS WIll BE BASED UPON lHE fiNAl ENGINEERING PLANS
lHAT TAKE INTO ACCOUNT "!HE LOCAl1ONS OF UNDERGROUND UllUllES.
SlREET UGHT POlES. UllUTr VAULTS. AND !.tAIL BOX LOCAllONS.
2. LANDSCAPE lREES REQUIRED 0 2 lREES PER LOT -66 lREES
3. LANDSCAPE lREES PROVIDED ~ " .. lREES
SEE PLANTING SCHEOULE -TI'IIS SHEEr
~42 ---\y --\
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41
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NE 22ND PL
PLANTING SCHEDULE
S'YMBOL PLANT NAME
e MOUNTAIN ASH
·SORBUS AMERICANA"
* FLOWERING CHERRY -NEWPORT
·PRUNUS CERASIFERIA"
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43
QUANTITY SIZE
71 1.75" CALIPER
23 1.75" CALIPER
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EXPIRES 5-13-07
WIPE orl CAIJU', SI/f.') ~H-\LL RE AS i (KI OW::'
fRI'.EC; I w' 1'0 li1 MM (2.5 n) CAurU; . 14 (:Al!{~1:.
TI~EES liS \011.1 (2.5 IN,) IIJ 75 MM 0 IN.) CALlprR 12 ~;AUc;L
-;H,Hlr~! WI:"II:' Uf( ('Aflll' ONLr FJ~dUGH T(I ~:lTf' II~OM SLln-'H~C. AL.JUN 11Jf{ ';;(fME. HUf'Jf' 'J.()VH,'~I~,JI. PlASI:C HO::'l:.
SH,\LL 8[ L0rJG ENOUGH 10 i\CCCtMMO[li\ll-_ j5MM (1.~ IN,) or GReWll1 Ai~D fJlJIFU~ AI' I3RJI,Y;HES FROM THF ';I,'li(l.
rU(;K pur UYJSF, FHiJ5 cr' TH[ WIII[ OR CABLE It'nO THE. WIRr wr:w C'\ il,IAI WI SIIAW W'.I~L FWJS M~[ E:.XPU')trl
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IWISr 'u\i'R[ T~'I rlL;1 n[~J
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f,i l ',ilAliE<::. ::'HI\II ElF [lRIVE;\! OIJTSIDL
IHF. rIy:E. Uf fij~-f\C:~': ~AU.
f\;)UR~ 111A: ':I[ L;l/,PI!~G <;lIRrp.cE or THE i'P(]lfXlIVr COVnlJIC I)r lHl W,f;E UF-,' CABlE /IN-IIN:·;1' Hii' 'liU~: Flt.;IJh
I", A I-M'iIMljf.,.j e'F 12 lAM (O,5 ilL),
r)[J,.HNt ALl <;lAr~:~JG AS SOON AS THE TR!'T +IA.:') !:,~r)WN sun il~lfl'JI W101:-, re, ovrRcnMf, rH~ I-'RC,I{ LhA
lHAr RI:-J.iUIR'T' THF TRlE TO 8f :'lAKlU. srl>.n.s 'SH·\LL RE. RlM('vID ~J() Lt\TE.H Ihf tt~U 1.1~ ,HI' FIRS'
(;R(JWI~lC; ~';I:J\S'J~~ lIr-1 U( PLfiJJ1INC
I~LlS NOR~1"lIY D0 M)I NEFTI 10 RF. 'S-TAI\Ef) AND SlAKltjl; eMJ l'lF_ 1-I,AP\1FlJl TU ,HE 11111 Sl!l-i<l~jl; SHQULU 8[ OIA~L UNLY
WITH IIiE AFPROVAL I)F THE lANUsr:.tV-'[ ARCHIlTCT iF IT IS EYf·'[Cf!' IHAr '1-1' IE[E WII L NOT [IE AClLE TO :)Urr.:oOIH :fSELI.
THF r-OLLCiwINr; Ail[ F,YA\ONS wiry lREES DO NOI RFMAIN STRAley I
TREES Willi F'ilnR -. r:,lJJlUTi PO;-)I PALLS CoR R~JOI 8/,LLS lHA; HAW bH_N :;:./J\CKH) OR DAMAGED. R[,HXI PATHUo( TH,<\N ~TAKE.
CJ il<Eb HIM IIAVI-CRDWN lOO CLOSE TOGETHER !N HIE. NURSI r;:y. Rr~,ULT,N(~ ,I; WlAK If·WNk::'. R[IEU RAl'I ... m nlN~ STAKE.
" 1-'IN~TIN[; f'I~CU:_i)lP[S TI-IAT DU NOT ADEOUA'lrU TAMP SOI~S l\p("+lmlJ Tilr F(CCIT 8AiL C(I~Rt.Cl lHF flINH:NG PfWClUUHL
o ,?i)()l F)tdl~., PIAU]) ON SOFT SOIL. 11>.MP Sul!.S u~mu~ ROOl HAll Pi,IUk W Plj\.NTI~'G.
o f<(lOT ~-lilll~. W!111 VIS, SANDY ")(\11 or~ v[l\y WET (IJ\( SOil SlA~:II'H; 1\,(1VI\f.[HI.
() mEES LOCAltl) II~ ,\ PLACE OF EX;REMELY WINDY CONDIT!OI\)S. STAKiNG fi.D1/::-il\til ~:,
L f.JLLAS!~ r;UER ,I] INlfWUUCTiOt~ NW U;;[ CRlllRIA PRIOR ;0 USING TW. lJllAII.
TREE STAKING DETAIL -TREES 75MM CALIPER OR I.£SS
1J() rJOT Ilifl'/iLI I'WItJf THE WE.E AT ~'lAN]:fjG.
PRU~jE lmLr CROSSOvER lIMRS, CO,.[JQM1NANf
LEADERS....ANQBRQI<£N ffi----.DEAIl BRAN.CHES" ;,(')I/[ I~T::flI')R T'.Vl(,':; N,:) ll.jTRII HFN.(.ilr--:;
f.'/!.~ W '-'r\I,II':f~ r!f)WE.VU,:, 1)(: N'Y h'UI.UVI_
IIIE ~EK~I:~JAI HIJDS uF BllANCllf,S 111M rXlFND TO iHE EDGl or THI:. CROWN
srll,Kt: IRE[C; ONL.i' IJPOlj TW A0PR()VAL
elF' THE' IA",u;r./J'L N~UlllCT
SEE STAKING DETAIL
WPIII' 11-\[1 lRIA~I<:' {:NI.~ UPON THE M'PRi)V",~ or THe I ANDs:..APE ARCHITECl.
SEE WR.\PPING OETNL
200 ~" (8 If! )-:;:;=rlii'iji"l"~~~""'ld~"'~~~""~--
11~{l MM (4 IN.) HIGIi [/lRTf-I SAUCU"l iiEymm ~[)(;[ OF ROOT 8/U '-'::,0 MM (2 11\.) MULi)t. LD NO PU\CF W)I{,II I~J cuWAn WITl! mE[ mu~,IK, MAIf,lr,~IN 'H!' f/ULcM 'NlLD-FRE.T rCJR
/I MINIMUM m' :HRE.~ '(EARs AFTf.R r'u\NTlHG.
NOTE: FOR DIMENSI9NS OF----' PLANllNG AREAS T'PES OF SOIL
AMENDMENTS. OR ~OIL REPLACEMENT,
SEE "SOIL IMPROVE~ENT DETAILS."
f,[MOV[ J\Ll_ WI'Ir'[. ROP~ N-Hi 'NII'L. /INu
8L'RLAP Ff<C+M r~p IIAU' (iF Rom l1f1l.L
IF ;'~ANI 1:3 <"t-Jlf'PED WIlH )\ WIRE 8/(;KO /'oimUNU
THE. Eor:11 B"U., CUT rHE WIPL 8ASi(f I l"l FOUJ~ PLAns ANr~ "I)i.[) l!IJWN ;~[)\.l MM 03 ~I'.J.) IWO IlLNHINC i Il)LE.
li\MI-' ';Cill, ARll!,lND r~oOT 8f.,LL
Ul,Si~ IIW,1I',' Wllfl 1'('I0T FII[':;:3lJRE. so THM R:1OT BAI I rl:)'-s Nel! ~,llIn
TREE PLANTING DETAIL -B&:B TREES IN ALL SOIL TYPES
IWTL: llll~. )[TAIL ASSUMES rtl~T ilit-, PtANT!NG ~PII(.[ IS lAwn,' l'-I!II~ ~"HJ(j MM (8 t-T.;
SU,J,<\I?I:_. Uf'}J TO TilE SKY. AND r~OT COVEREC BY AI~! ~'AVlf~G OF: (;fi'An~'.,. DE\! OPMEIIIT ~ TV OF RE~~~f'i'NG
NO, DAlE DESCRIP110N
Ee-2 2005
RECEIVED
APPROVED
CASEY ENGINEERING LAKERIDGE DEVELOPMENT
P.O. BOX 146, RENTON. WA. 98057
(206) 228-9750
P. O. BOX 1255 FALI_ CITY. WA 98024-1
(206) 227-8187
CITY OF RENTON
FILE #
PRo..£CT HONEY CREEK EAST
CONCEPTUAL LANDSCAPE PLAN
D.CASEY
LANDSCAPE.PSO
SHffJ' .;=--~ 1 OF __ .~~_
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E--GA
Ul!UTY POLE
GUY ANCHOR
GENERAL NOTES & PLAN SHEET CALL-OUTS:
GENERAL NOTES:
1. THE EXISnNG TREES AS SHOWN ON THIS PLAN SHEET ARE PER
FIELD SURVEY PERFORMED BY T.C.A., INC. 1993±. TREES THAT WERE
LOCATED WITHIN THE EXISnNG ROW AND 40'± FROM THE EDGE OF
THE EXISTING ROW HAVE WERE REMOVED AS A PART OF THE
CONSTRUCTION OF NE24TH STINE 23RD PL.
2. THE EXISTING UNDERSTORY CONSISTS OF THE FOLLOWING
PREDOMINANT VEGETAnON:
NATIVE AND NON-NAnVE GRASSES
SALLAL, NATIVE FERNS
NON-NAnVE BLACKBERRIES
PLAN SHEET CALL-OUTS:
o B.S.B.L -TYP BASED UPON CITY CODE
(j) CLEARING LIMITS @ PROP LINE -TYP
@ PERIMETER TREES -TO BE SAVED
31 o 14CW
30
39
,
12C
26
29
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------
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TREE LEGEND:
SYMBOL TyPE
*16F DOUGLAS FIR
~4C WESTERN RED CEDAR
c"l
\j19cW COTIONWOOD
SYMBOL DESCRIPnON
TO BE RETAINED (IF POSSIBLE)
()t2CW TO BE REMOVED
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GRAPHIC SCALE
( IN rn:T )
1 Inch -150 ft..
CASEY ENGINEERING
>~~rllt-,I '
!WI<ll
P.o. BOX 1255 FALL CITY, WA 98024-1;'<::':>.
EXPIRES 5-13-07
(206) 227-8187
CITY OF RENTON
FILE #
t·',r-<l"'I! ;"J-!IM ~
,~'I';I . ."d
REV. NO.
! ,
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A:~PHl·.L -:-
1)1~IVr
DAlE DESCRIPTION
II.SF'HAL T
rlHIVl
LAKE RIDGE DEVELOPMENT
P.o. BOX 146, RENTON, WA. 98057
(206) 228-9750
HONEY CREEK EAST
Af>PR01t£D
TREE CUTTING / LAND CLEARING PLAN
-------._--------~--
,.lh" )lJ1 f'FTF<fJ 1',t~F:'
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---~-N.E.23RD CX~··~~-
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ELEV~442:1:
34
//35
(
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105
MIN FF
El£V .. 442:1:
36
38
30
IiIIN Ff
El£V-442:1:
37
MIN FF
WITH GRATE
,56
II L._'J-' 433.56
II
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GENERAL NOTES & PLAN SHEET CALL-OUIS;
GENERAL NOTES:
1. SANITARY SEy,tB:
_ PROPOSED LOTS 1&2, AND 11 TI-iROUGH 17 TO liE INTO ll-IE EXISlING
SANITARY SEWER CONVEYANCE SYSTEM ll-IAT SERVES SIERRA HEIGHTS ELEMENTARY SCHOOL.
_ PROPOSED NEW SS CONVEYANCE SYSllEM AS SHOWN ON THIS PLAN SHEET 10 BE 8" PVC
_ SEE SANITARY SEWER AS-BUILT PLANS FOR THE EXISllNG SS SySTEM CONSTRUCTED 'MTHN
NE 2JRD ST/NE24ll-1 PL. CITY Of RENTON PLAN SHEET S-21600A -TO REMAIN.
2, STORM DRAINAGE:
_ PROPOSED STORM STRUCTURE BEThEEN LOTS 15 AND 16 TO PICK UP R&f DRAINS.
ll-II5 STRUCTURE 'MLL BE Elll-iER A HIGH POINT OR A LOW POINT WITHIN THE CUL-DE-SAC.
niE ENGINEERING DESIGN WILL DETERMINE niE ELEVA 1l0N Of ll-IE fllM Of nilS STRUCTURE
BASED UPON niE DESIGN GRADING Of niE CUL-DE-SAC.
_ PROPOSED NEW STORM CONVEYANCE SYSTEM AS SHOWN ON nilS PLAN SHEET TO BE 12" CPEP
_ SEE 1l-IE STORM DRAINAGE AS-BUILT PLANS FOR 1l-IE EXlS11NG STORM SYSTEM CONSTRUCTED WlnlIN
NE 2JRD ST /NE24ni PL. CITY Of RENTON PLAN SHEET R-2160 -. TO REMAIN ••
J. POME5]C WAltB:..
_ AT 1l-IE liME Of ENGINEERING PLAN SUBMITTAL, 1l-IE LOCAllONS Of ll-IE HYDRANTS BOni
ON-SlllE AND Wlll-IIN NE 23RDST/NE241H PL WILL BE BASED UPON 1l-IE REVIEW AND APPROVAL
OF 1l-IE OTY OF RENTON fiRE MARSHAL.
_ PROPOSED NEW DOMESlIC WATER CONVEYANCE SYSllEM AS SHOWN ON 1l-IIS PLAN SI~EET TO BE B" D.I.
_ SEE 1l-IE DOMESlIC WATER AS-BUILT PLANS fOR 1l-IE EXlSllNG WA lER SYS11EM CONSTRUCTED 'Mll-IIN
NE 23RD ST/NE24ni PL. CITY Of RENTON PLAN SHEET W-2160 -TO REMAIN.
_ niE ENGINEERING DESIGN fOR 1l-IE WA lER SYSTEM WILL SHOW niE LOCA liONS AND TYPES OF 1l-IE
BENDS, TEES, VALVES, AND OlHER ELEMENTS REQUIRED BY TI-iE on PRIOR TO ENGINEERING PLAN APPROVAL.
29
-----
26
MIN FF
ELEV-«2:1:
28
27
MIN FF
ELEV-442:1:
MIN f'F'
ELEy.,+42:1:
25
PLAN SHEET CALL-OUTS:
o EXISlING GRADE CONTOURS
@ PROPOSED PREUMINARY DESIGN CONTOURS
22
@ EXlSllNG EASEMENTS-SEE PREUMINAAY PLAT PLAN SHEET 1 OF 1
o EXiSlING HYDRANT TO BE RELOCA TEO
® PROPOSED WA lER liE -IN TO EXlSllNG 8" WATER UNE 'Mll-IIN ll-IE
SIERRA HEIGHTS ELEMENTARY SCHOOL PROPERTY.
® PROPOSED WA lER BLOW-OfF LOCA l10N
(j) PROPOSED HYDRANT LOCA 11 ON
(~ EXIST HYDRANT -TO REMAIN
® PROPOSED 8" 0.1. WAllER -TYP
@ PROPOSED 12" CPEP STORM-TYP
® PROPOSED B" PVC SS -TYP
MIN FF
ElEVa446.:1:
21
9
2
•
IoIIN FF MIN f'F' ELEV-446:1: .' ElEV-448:1:
20
MIN FF
ElEV-oj.44.:I:
10
'""' ~
19
11
MIN FF
El£V-444:1:
.. EXIST CB
RIM'" 44-2.79
MIN f'F' ElEy.,446.:1:
18
12
MIN FF
ElE~
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ASFHAL T
:Jf~I\lL
W,\.J,
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MIN FF
EI.fV"o+l6.:1:
16
MIN FF \
ELEy.,446:1.
IV\
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ElEy.,444:!: ---------''-",.
13
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EXPIRES 5-13-07
p,SPH/,L!
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370'
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1:'1:'; ,/l_
A' 1'1-141 I
lif 'I ,'L
CASEY ENGINEERING
P.o. BOX 1255 FALL, CITY. WA 98024-1
(206) 227~8187
CITY OF RENTON
FILE #
i"',I'I-1 AI I
1'liI\'r.'
REV. NO.
PROJECr
WH
ASPdAL -I
UI{I\'(
..
0 c:~
GRAPHIC SCALE
~
\Jl
~
~
8 z ~
VCR
DArt DB'CRIPTION N'PROlIf:D
LAKERIDGE DEVELOPMENT
P.o. BOX 146, RENTON, WA. 98057
(206) 228-9750
HONEY CREEK EAST
GENERALIZED UTIUTIES .PLAN I1E(~/l,~J
AS NOTED DRAWN "' D.CASEY
=rr __
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of __ _
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ElEV-442:1:
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LEGEND
-x-
0--0-
-0-
-0-pp
('-GA
GENERAL NOTES & PLAN SHEET CALL-QUTS:
GENERAL NOTES:
1. AREA IN SQUARE FEET OF ]HE ENTIRE PROPERTY:
THE SITE CONSISTS OF 350,631sf
2, AREA OF WORK IN SQUARE FEET:
THE AREA OF WORK IS APPROXIMATELY 350,631sf
EXIST
RIM =
IE (E,
EXISTING
30
lAIN FF
EL£V-442:1:
39
WITH GRA
5.56
433.56
12" CP
29
lAIN ff
ruV-442:1:
3, BOTH ]HE NUMBER OF TONS AND CUBIC YARDS OF SOIL TO BE ADDED, REMOVED. OR RELOCATED;
APPROXIMATELY 1.000 YARDS OF IMPORT MATERIAL WILL BE ADDED TO THE SITE
APPROXIMATELY 1.500 TONS OF IMPORT MATERIAL WILL BE ADDED TO THE SITE
4. TYPE AND LOCATION OF FILL ORIGION. AND DESTINATION OF ANY SOIL TO BE REMOVED FROM SITE;
NO MATERIAL IS ANTICIPATED TO BE REMOVED FROM THE SITE AT THIS TIME
5. THE ELEVATIONS OF THE FINISHED FLOORS AS AHOWN ON THIS PLAN SHEET
ARE CONCEPTUAL AND WILL BE REVISED AT THE TIME OF ENGINEERING DESIGN
TO REFLECT THE ACTUAL ENGINEERING DESIGN OF THE SS AND STORM CONVEYANCE SYSTEM
'20
26
MIN FF
ElEV-442:1:
MIN FF
ElEV-442:1:
25
27
28
MIN FF
ElEV-442:1:
MIN FF
ruV-442:1:
42
PLAN SHEET CALL-OUTS:
(0 EXISTING GRADE CONTOURS
22 21
1--...... -1.1", \.~ .... --~
24TH
I •
9
MIN FF
EL£v-446:1:
2
o PROPOSED PRELIMINARY DESIGN CONTOURS
-----
MIN FF
EL£V-446:1:
20
19
MIN FF
ELEv-444:1:
10
11
MIN FF
ElEV-«4:I:
o EXISTING EASEMENTS-SEE PRELIMINARY PLAT PLAN SHEET 1 OF 1
lAIN FF
El.£V-446:1:
18
12
MIN FF
ElEV-«4:I:
17
MIN FF
ELfV-446:1:
16
~ 1401: :3 I
I
-T---"
8" GA IE VALVE, flU.
'N.M. \'I,M.
-r L. H-'I,_r.-,!:..~I ~ ~ ~ -:::.. T----=--=--=-~= =.T-
-EP.
./
A:':['h;llT
Df<I'V[
GRAPHIC SCALE
370'
/'::;,~"I'\~_l
nk·.·..-[
~--4i~~i ...... ~li~~~~~~~i
EXPIRES 5-1
( IN RIlT )
1 IDDh -50 ft.
CASEY ENGINEERING
P.o. BOX 1255 FALL <t1TY, WA 98024-1
(206) 227-$187
CITY OF RENTON
FILE #
PfiIJ./tCI
f" ,I '11 r'i :-
( :kl\'t
_ n I 'N,'
ASPIl ..... 1 T
r'I-;i\l[
VER
--
DAT£ DESCRIPTION APPROVED
LAKERIDGE DEVELOPMENT
P.o. BOX 146, RENTON, WA. 96057
(206) 228-9750
HONEY CREEK EAS'lJi~ 2005
CONCEPTUAL GRADING PLAN C£IV£D
INTERSECTION SE 100TH !128TH SE
EXISTING ROADWAY CL \ / STA: 34+04.33 ELEV: 443.2
w Z Z o -w r-> i;l«
U1 a: Z w 0 r-O
Z -' w
I') I ro~
l{) -' Oil.
+0
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r-W U1 z I /IEXISTING ROADWAY CL
I I I
:: 440 : I -c-L-JOg) -I. II -mil _~ I .1 i: l' I 1 di I' 1 ,.. 0 I : -I -.:1 "1 .... 1 11 ,el[)]f'L.l!:}, 'j ., -1 --I' Itl -' --.. --I ----I -1 1 -.. ------ -------I------·--====·--.t-1----.1-. -.. .1440 --.l._~I.--J{b.jl 'I~d' '"",':m -l_'-_-c:J-I ::...: .. _ -.-1:".
I I, '\ l!J 'S""s lI.O~IN r ~ 10 -1+ ------' ---~----~--~-----------r-:f I I, I '1 ~ -
I I : I \',,' ,·m,fi-C'=~_::.. ~ .X"" _,1",,-·-·::....=~:l,:w-'1': ,jl_~l1-"~~--~-_L_-_-' ~-Ja-.--. --,·-----.. -1 -.-----,-.--.-:...~ 1--'-_ ----~---'jTltj· -=--==.brLP II :
.... __ .1 1 .-----11-----.'..-__ ._. __ '...s..1!J[---_"=_~f=:-~:---:-.~, ·~-·-=.::--=-j--.--=~I_ ... '~-L-=_==-~·j'-·,,"'J,,· .lIiI·~::~~-=-+=·=-I~---===i ~~~/ b 1 r:~r
I :::1... :=. -c'--.J. I I I
1 I I 1 I I I 1 I I I
1 ---. --. ----~ -I --I -----. + - - --. -,---.-------------.. -I ---• _ .. L_ ---- -u. ----..!--.. ---.; --
I 1 I I I I
1 STORM : EXISTING SI'S, LINE 1 1 , WATER Ii' I I 1 1 I I ' 1 1 I I ' ' I I I I I I I I
1 I I I I 1 1 I I I I I 1 I I iii ' I I
I I I I I I I I ' 1 I : i I I I 1 I I Iii I
__ ._~ _____ :420_~ __ ~ ___ : ____ ~----j -----L---.--:----~-.... i--__ ~ ___ :_.---~ __ ~--~-.-~--~------,------~-42Q-i .. _" I : 1 I I 1 I I I Iii I I I "--1-... I' I I . --~-;.-----i ----T
I I I I I I i I I I I I I I I I 1 I I " r I
I I I I I Ii! I I I I I I I I I I 1 I I 1
I I I , I I I! I i I I I I I I I I " I I
I I 1 I !! 1 1 I 1 I 1 I r I I I I! I
-----i-------·i-41D----:-------i------.:.------:-;·-... : - -:. ---j-----.~----~-----J-------+------~------1-----·-:---.--:-4JD_ --: -. ---~ ~ -:-.-__ J __
I I i I I ! i ! I I I I I I 1 I 1 I I II 1 I
I I I I I I ! i I : I , I I I I! I I I
: I I I ' I I 1 I I i I : I I I I I! ! : I
I : I Iii 1 r I I I I I I I I ~ I I ' I
I I 1 1 I 1 I I I 1 I I I I
I I" DATUM ELE I I i I : 1 '
33+00
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W
Z
-'
3=
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o n +
34+00
"¢
co o
('oj
35+00 36+00
N.E.
LOW POINT ELEV -441.16
LOW POINT STA -2+89.36
PVl STA -2+81.03
PVI ELEV = 440.99
A.D. -3.00
37+00
r--.. o
24TH ST.
1 "=50'
1"=10'
r0 co
38+00
/ N.E.
-HORIZ
VERT
400.0 co
('oj
('oj
"¢
"¢
39+00
23
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: [J I I I 1 1 I ! I I
: I I I I I I I I : I I
o
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1440 I
I I I I I I I I I I I I I
: I I I EXISllNG I EXISTING RdlADWA Y CL I I I ! I ! I
435 I .. -.. -... :-----.. --I ---- - - -.~ --. _S~~rv1 ~,E., - ---~ -----. ..: .. -.. . ---~ - ----~ -- -----~ ------~------~ ------.-+ -. ----~ -----~ 435
II I : I I II I I I 1 I ' Iii
I I I I I I I I I 1 1
I ! I I I I I I 1 I I ' I ! i
I I 1 I I I I I I i I I 1 I
: ! I I I : : I I I I , I ! r
430 I . -I -,-t· --:---T------T ----:-. . .-: --~-- -L_ ---- --j ------!--- - - -~ ---- --'I 430
I : I I I 1 1 I I I; ;' I
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I I ! I I r I I' I I 1 I I
II! I I II II I I I I ! I 1
DATUAf ELEV ~------r__------r__------tl------_tl------_+------_+------_tl------_+I------_+------_+------_+I------~1-------4I------~1 425.00 I
1+00 2+00 3+00 4+00 5+00 6+00 7+00
41+00
N.E. 24TH CT. GRAPHIC SCALE
1 "=50'
1 "=5'
-HORIZ
VERT
42+00 43+00
~ ...
'"' 30'
CROSS SECTION A-A -EXISTING
~ 5.5' 1-'~."_' ____ 1~8· ____ _I_--_-.2.'!.. 18' ___ +...:4~ .• ,-' +-....!..7~.'_-I
''1.'''''"' "...
NE 24TII STINE 23RD PL
1"=10'
'"'
CROSS SECTION ~-A -PROPOSED
, 50' M' i-=~.· ___ I8~'_' ___ +__---~I..-___lfo-'5' ~'
~'=S;;;, ''fr:.]':' ;':,u,'
ClASS "9-ASPHALT C=:
CRUSHEe '''''''''B ... COUS<
'-.,IAVEL tolAy BE REQUIRED
NE 24TII STINE 23RD PL
1"=10'
,.' ,.'
CROSS SBCTlON B-B -PROPOSED
16' 16'
N.E.24TH CT.
1 "=10'
REV. NO. DAlE D£SCRJP7l0N
CliENT
CASEY ENGINEERING
P.o. BOX 1255 FALL CJ7¥, WA 98024-1255
LAKERIDGE DEVELOPMENT
P.o. BOX 146, RENTON, WA. 98057
(206) 228-9750 (206) 227-8187
PROJ£CT
APPROVfD
CITY OF RENTON
FILE #
HONEY CREEK EAST
ROAD PROFILES & STREET SECTIONS
ORA"" BY D.CASEY 5"", AS NOTED ~~"g EAST\HC-EASTRI4.DWG SIff" ---71,--_ ~AP~e~~~~o~~---+~~~~~O~C~T~O~B~E=R~.~2~O~O~5~~Nc~T~ro~Ls~PR~~~"~ES~.P~~~~ M 1
o
0>
C\I
C\I o
I. \
Preliminary Plat of
HONEY CREEK EAST
a portion of NE 1/4, SEC. 4, T -23 N., R-5 E., W.M.
King County, Washington UNPLATTED
>, « '" '"
N.E.
\f .,
ill . .
'2 -1~1
IfJ <{
f--2
I ill
A. / ..... .....
/ ..... ..... / ..... .....
o ~, n // ..... .....
...r ..... ..... ..... / "37 ..... ..... W 0 I
I ~4 I / 44 ___
II -Ci / 'c' ..... .....
(81389sf±) ,>0)
\ '-.... -----=-== .~ N.E.23i-Ci ,...,., '-"-'
/' -:::: =::: ::::::: = ---' .-, / k"-
'I «Ill
Il \.
Il iD w
--1 IfJ g III
IfJ • J-l.
-.! «
ill OJ
f--
-It-
W
ill
-.! «
.J
o ._,
LEGAL DESCRIPTION:
PARCEL A:
If 35 It (7,021sf±) r--_
I
I '" ~ I 442 ....i9·877sf±)
I
I' ~442~ 39
I ~7.S76Sf±)
I
L
gros,ll)
(6.9'80sf± n~)
THAT PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 4,
TOWNSHIP 23 NORTH, RANGE 5 EAST. W.M .• IN KING COUNTY. WASHINGTON, DESCRIBED
AS FOLLOWS:
//
//
BEGINNING AT A POINT ON THE EAST LINE OF SAID SUBDIVISION WHICH IS NORTH 1'55'59"
EAST 990 FEET FROM THE SOUTHEAST CORNER THEREDF; THENCE NORTH 88'19'25" WEST
FOR A DISTANCE OF 650 FEET; THENCE SOUTH 1'55'59" WEST FOR A DISTANCE OF 170
FEET; THENCE NORTH 88'19'25" WEST FOR A DISTANCE OF 660.89 FEET TO THE WEST
LINE OF THE SUBDIVISION;
THENCE NORTH 1'36'00" EAST ALONG SAID WEST LINE FOR A DISTANCE OF 500 FEET;
THENCE SOUTH 88'19'25" EAST FOR A DISTANCE OF 1.313.80 FEET TO THE EAST LINE OF
SAID NORTHEAST QUARTER;
THENCE SOUTH 1'55'59" WEST FOR A DISTANCE OF 330 FEET TO THE POINT OF
BEGINNING;
EXCEPT THE NORTH 300 FEET OF THE EAST 400 FEET THEREOF,
EXCEPT THE WEST 135.11 FEET OF THE SOUTH 170 FEET THEREOF;
EXCEPT THE EAST 10 FEET OF THE SOUTH 170 FEET THEREOF;
EXCEPT THE EAST 30 FEET OF THE REMAINDER FOR ROAD;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUMBER 20031114000579.
PARCEL B:
THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION
4, TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M .• IN KING COUNTY. WASHINGTON. DESCRIBED
AS FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF LOT 1. BLOCK 1. SIERRA HEIGHTS. ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 54 OF PLATS. PAGE 3. IN KING COUNTY.
WASHINGTON;
THENCE SOUTH 1'55'59" WEST ALONG THE WEST LINE OF SAID LOT AND ITS PRODUCTION
A DISTANCE OF 170 FEET;
THENCE NORTH 88'19'25" WEST 10 FEET;
THENCE NORTH 1'55'59" EAST 170 FEET;
THENCE SOUTH 88'19'25" EAST 10 FEET TO THE POINT OF BEGINNING;
AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER
RECORDING NUMBER 20031114000579,
41
BSBL
26
(14.401sf± gross) /
(12.287.f± net) /
/
/
'-../
/
/
/
/
/ \ \
\ \
\ 24 \ ~7.805Sf\) I
I
----
,---
22 I
(5.100sf±) I
I I
~ ... ~ = = = j.I'-~.m-
21
(5.551sf±) 19
(5.100sf±) I
I I
---j ---
~_-+-__ 237' /ROADWAY LENGTH ~ 492'
I N.E/24TH CT.
--,.. -,,=~:J
" 'I 9\ ) I
(6.298Sf,J I
1=== ==:::1 \ I 6'~Sf±) I
\ I
'\ I
)
----
I
C:===:J I \
I \
\ 10 " (6.927sf±) 't
-___ -1
I
I
I BSBL (TYP)! I . I
I I
18 I
I (5.8~5Sf±)
t-....L_
---~
\--17 -,
\ (7.691sf± gr~s) I
I (6.465sf± net) I --I \
L __ I
14
(7.o08sf±)
-,
I
\ 2 12 13 "" I :
id;ss7Sf± gro.s) (11.634.f± gross) i :
(8,449 sf±'-<let) (6.067sf±) (lO'~~U=..J!etJ..-1-:
~-----~~3~~~~f=~;1t~~=~1}~~=~==~=tj~
------------
unUTIES
EASEMENT
REG. No. 19991209001
O' SEWER PIPELINE
EASEMENT
REG. No. 7907090780
7
c Z-
U
\ »
-\
-\
1'\
\] 50 :
10' SEWER PIPEUNE
GRAPHIC SCALE
o d
25 :
( IN FEET)
50 :
1 inch ~ 50 ft.
v
100
I
1
UNPLATTED
1-
A$PHAl T
DRIVE
6
5' UNDERGROUND COMMUNIGA nON
(6,758sf±)/ 43
~ ~;'I> ./
7
SITE INFORMATION:
(14,463sf±)
PROPOSED 10'
LPR:IVATE DRAINAGE
EASEMENT
ENGINEER: CASEY ENGINEERING
P.O. BOX 1255
FALL CITY. WA 98024-1255
PHONE: 206-227-8187
SURVEYOR: DALEY-MORROW-POBLETE, INC
726 AUBURN WAY NORTH
AUBURN, WA 98002
PHONE: 253-333-2200
OWNER(S): WM. WAYNE JONES & DEBRA JONES
LAKERIDGE DEVELOPMENT. INC
P.O. BOX. 146
RENTON. WA 98057
PHONE: 425-228-9750
ACREAGE: 8.05 ACRES
NUMBER OF LOTS: 43 LOTS
EXISTING ZONING: R-8
LOT SIZES (SO FT): SEE LOT AREAS ON
THIS PLAN SHEET
I
I ~ I I \1
I "': EP
AREA OF SMALLEST LOT:
SENSITIVE AREA:
STREET AREA (SO FT):
PRIVATE ACCESS
EASEMENT AREA:
PROPOSED DENSITY:
ALLOWABLE DENSITY:
PROPOSED USE:
WATER:
SANITARY SEWER:
OPEN SPACE %:
LOT 3: 4.660 SF
o
38.969sf± / .890e
1,226SF±
5.34 DU/GA
4.0 DU/GA (MIN)
TO 8.0 DU/GA (MAX)
SINGLE FAMILY
RESIDENTIAL
CITY OF RENTON
CITY OF RENTON
NONE PROPOSED
6
ASPHALT
DRIVE
-/--1-_I
NOTES:
1. PACIFIC NORTHWEST TITLE COMPANY OF WASHINGTON. INC. PLAT CERTIFICATE ORDER NO. 490625. DATED
SEPTEMBER 5, 2002 AND SUPPLEPLEMTAL REPORTS #1, #2. #3, AND #4 THEREOF DATED MARCH 24, 2003,
APRIL 8, 2005. JULY 7, 2005. AND OCTOBER 31, 2005 WERE RELIED UPON FOR THE DISCLOSURE OF THE
VESTING OF TITLE OF THE REAL PROPERTY COMPRISING THIS PRELIMINARY PLAT WHICH ACCORDING TO SAID
PLAT CERTIFICATE IS SUBJECT TO THE FOLLOWING AND OTHER SPECIAL EXCEPTIONS.
A, TERMS AND CONDITIONS OF PUGET SOUND POWER & LIGHT COMPANY EASEMENT RECORDED UNDER
RECORDING NUMBER 2515267.
B. TERMS AND CONDITIONS OF STORM DRAINAGE EASEMENT AND JOINT MAINTENANCE AGREEMENT
RECORDED UNDER RECORDING NUMBER 9711120787.
C. CHARGES AND FEES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF RENTON ORDINANCE
No. 4025 RECORDED UNDER RECORDING NUMBER 8612031455.
D. ASSESSMENT DISTRICT AND CHARGES FOR SEWER SERVICE CONNECTION AS DISCLOSED BY CITY OF
RENTON ORDINANCE No. 4482 RECORDED UNDER RECORDING NUMBER 9412020474.
E. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS AND FILLS CONTAINED IN DEED
RECORDED UNDER RECORDING NUMBER 20031114000579.
F, ELECTRIC TRANSMISSION/DISTRIBUTION LINE EASEMENT RECORDED UNDER RECORDING No. 9501130275.
SAID EASEMENT IS DESCRIVED AS CONSTRUCTED OR TO BE CONSTRUCED AND NOT GRAPHICALLY DEPICTED
HEREON.
G. TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO> 5138. RECORDED UNDER RECORDING
NUMBER 20050627000165.
NO WARRANTY IS HEREBY MADE. EXPRESS OR IMPLIED. AS TO THE ACCURACY AND/OR COMPLETNESS OF
SAID PLAT CERTIFICATE.
2, THE TOPOGRAPHY SHOWN HEREON IS PER THE APPROVED "HONEY CREEK OFF-SITE" -ENGINEERING
PLAN SET. KING COUNTY REFERENCE NUMBER P#2246. AND THE CITY OF RENTON AS-BUILT PLAN
SHEET /IR-2160.
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY NORTH
AU WASHI PHONE:
ENGINEERING -SURVEYING
LAND PLANNING
REV. NO.
PROJECT
BY
VICINITY MAP
«
2 o -2
::::>
DAlE
& GUTTER (PT)
& GUTTER (PT)
DATUM:
U.s.C. & G.S.
BENCHMARK:
CITY OF RENTON B.M. No.1182
ELEVATION = 429.54
DESCRIPTION
LAKERIDGE DEVELOPMENT
P.O. BOX 146. RENTON. WA, 98057
(206) 228-9750
PAEUMINARY PLAT Of"<
HONEY CREEK EAST
PRELIMINARY PLAT PLAN SHEET
CITY OF RENTON RLE No,
1" = 50' 02290PP
22 NOV 05 JOOt 02290
APPROVED
I~