HomeMy WebLinkAboutMiscMichele Fjetland
5016 SE 2nd Street
Renton, WA 98059
tel: (425) 226-2274
(party of record)
Karen & F-Jay Cook
4910 NE 1st Court
Renton, WA 98059
tel: (425) 226-1437
(party of record)
PARTIES OF RECORD
PUGET COLONY SHORT PLAT 1
LUA06-147, SHPL-A
Shannon & Doug Luedtke Brian Westerbeck
4914 SE 2nd Street PO Box 1767
Renton, WA 98059 Renton, WA 98057
tel: (425) 227-6539 (party of record)
(party of record)
Updated: 12/27/06 (Page 1 of 1)
J
EElzabeth,Ml Ins, Covenants Puget CaEon Fac3,� 1
j
r�
5CHLAJULE }3
v tcis,'3rrtns.:ers�tit4i uca&*utl-otaer marrtm ago nsr w;�ich cha co any k" novin urn
ptiwl
Dated.: "fay G, 1969
Recordoa Septc,,,;tcr 10, i b5
Auditor's 'No. ; 6404.21
Grantor: Puget u+oi-,:Ioracs, Inc, ;
Grantee Pu 0c �7ni.' r r T ..I.— c '. Tye
i. LocatC:t: r2 t`x ,r�Il.c�l a::w� ^dine.^r;t to the road
to remove brush, trees' ghci....I��et�ea�ri��.
.. No vehi.c lar aac.es.s from pToporry herein described `xn 10th
Avenue Southeast, as dclincated on the facecof the plat.
3. Restrictions contained in said platy As faliovst ,
No .lot or port fln of a lot in this .pl-at,shall bor. + vi:ded and
3014 ar resold or o-wnership changed. of txansforted whereby the
ownership of any portion of this plat shall be less than the axes
'regained for the use district stated on the plg.t.
3. Right :of. tote public tc maze necessary slopes for cuts or Elils
upon property herein descried in lie reasonable original grading
of streets, avenues, Zile,;s and rc)ads, as dedicated In the plat.
;need on e'
j§
g. tifmrlitr si.s ai-9utatiote tortndary an=i area, which an accurate. survey may'isclose; �Ubuk or private
;:elesiemts, srreers, marls. alieyrs Or'higliways, Un:eSb disJQ.Wd of record by recorded Plat or conveyance, yr decree of a
':atrt.of record; rigi:ts:or claims of petsons in possessing, or daiming to be in possession riot': diie i" by alto publi.
::Cords; material or labor liens .or limns under the Worm, in`s C=ipmoation Acr not eliseloae- by :the public rr(xe.rds;
"ttr rights or matters relating thereto; anN, srrv;ce, ir-su,l latibn or construetioa charges for sewer, water, elattricity,. or
a16age removal.
xwcrptions and reservations ih United States Patents: rtZl:t of use, comttol or regulation by ehe:Vntrcd SMes of Amcrica
the exercise of powers over rtayigau4rt; :imitation by taw or governmental. regulation with respto to'subdivisi**, use
_a avment or occupancy; arty prohiWtk.x or limitacior. on the use, occupancy or llitprovemant of thr,6nd resulting from
'ze iag a of the public or riparian ewners to use, anv awnters which may cover thc:land; defec* liens, epcumbrauces, or
v aer matters created or suffered by the insured; rights or claims based upon iartruments at upon facts not disclosed
IF %ht pubiiic records but of which rights, A.1 mn, insrrwnenrs or fads the insured has knowledge.
3', C tr,ftai tiYcs nor now payable; matters relating to special assessments ami special levies, if atiy, preceding the sarne be-
vi tr ng a lien.
4,. ':tasuiner credir prorection," "tru:li-in•Iccs+ing," at .'wiilar Law, or the failure to -comply with said taw or laws,
#End of Schedule B)
M� Y H
10
PUGET
SE(;-ri()N I
KING COUP ,
FREDIERWIC M . XE—
. . SCALE -I INCH
NY HOMES.
A5t1 FNGTON
'Frli",j.. JAN. 1965
wswlk-wl
A —At
S,
c � W-Sa-4_
1
ow-
6390948
At
"Restriction
No lot or portion of a lot in this plat shall be divided and sold, or resold, or ownership
changed or transferred, whereby the ownership of any portion of this plat shall be less
than the area required for the use district in which located."
[from Puget Colony Homes plat certificate, recording #6390948]
F,Xt4
12.,
KING COUNTY PLANNING AGENCY
PRELIMINARY PLAT ACTION
Plat of: PUGET COLONY HOMES
File No.: 1167 -17
Proponents: F. M. Drake, engineer representing the property owner
Opponents: None
ACTION: Moved and seconded the preliminary plat of PUGET COLONY HOMES
be approved as revised and received November 8, 1967 subject to the
following conditions:
1. Compliance with all platting regulations of Resolution No. 11048 and .
subject to standard conditions of preliminary plat approval.
2. All lots to meet the minimum requirements of the RS 9600 lot size_
of plats located in S-R areas.
3. There is to be no direct vehicular access to 140th Avenue S. E. from
those lots which abut it.
PASSED by unanimous vote of members present
VOTE: Ayes 5; Nayes 0; Absent 4 DATE OF ACTION: November 14, 1967
EDW'ARD B. SAND
Planning Director
rc
*Attachments
A - certified copy of preliminary plat as approved
B - copy of standard conditions of preliminary plat approval
C - copy of plat inspection requirements
CC: County Engineer, *A
Health Department, *A
F. M. Drake, 302 Scenic Way, Kent, Washington, *A, B, C
Puget Colony Homes, P. O. Box 3030, Lakewood Center, Washington
Tt�
C!
6*attie-King count
Public e40ety Building
r or PUBLIC HEALT
ton 96104 JlJwlw.e 2.2000
06.1 Nov zw Pm 12
' P. Li HMAN. M.D., M.P.K
DlfeCtor of Public Health
ICING cGUNTY
gift Qvmty 13aan4e Awrdtssten ENGINEER
401-i Uft Comaq QKw0ouse
teattla, s"hingts 9&U*
Atteiltim Irt. sdward A. tend, Pxanniad stMtw
Ott ltsliwiUsy Plat Of pmr Omm sm
Me *Uttias 60646ar l s ftU study and rep wt UWLcWm mitsbiligr for tha &mt.
vpwwt Of Hire PzIVINty with tir u R of + 9*U teak sews Aigpessl oystem,
of the pe rtar gust be In womdame with do comMU iss set fmah
iae go eaipirMrwrI a s4peart an gus to dw &ash. ado w 1, - 2, . Save Pats acre not
a #ar so" toe dewlsp.iiftt with septie t ak +i q"ail oys"wst
as rutlab mw tar Rho tVe ai a 4L"af" bob& 1piPe A mot be dimmaimod
aad the tie a! ""P ""Mt mot be by the MiSlob bmpWaw +t Vrjw
to do Wttst3an of bwi"lam an owlb site not served by a pablia swot.
The Molten sappiy toe the plat brut boo aararsd by ail, apsle"s a"Ww ed sW the
xepdxed lotlw a of appmof we en StU Le this dtpwuwtt.
rL O1os en (SWW I"? wd aw p PUwAGIS Nm
beast %be Ooe#1 !m Owmbams raaw3M stem ON sitwbomw Oo tl07.
AV satLxmgert imisims ebb alsex lot 4mmaiipr t or Wmwg atseat P
or Dawes ear Otbioniaa aiw0e taw ahmeowdstiles on rhUb tics saaft"I t VOr4w
was blows sea maidowl *his aplm"I.
fty w4y ama:
J.t.%aI
"now eat
�rAx+s 1 1IM" tsarlsos
mWIjs
"I papa Caleey sans. 1. O. am 3=0 sishm" a w6wo Va.
Jr. U. . 3a soft" Myro Ito Va. "031
J. L. OW40u, XAM ftoh aqoa"w
Mutboast Ais*rlat XINJAb $lgis
DISTRICT HEALTH CXNTURls
NORTH CAST GMTHEAST sOLM"WslT
15277 16th Av.hut Northtaet 111141107 Northeatt sellevu.- am "m^ !treat 104M AM Avenme seulllweet
battle 05 Rertrnend Road Renton seems ss
6MereOn 3-4788 Nllevllt AI.pFnt 0-9400 CM.rry 4-0400
TYCINr i-1470
- i " i
WASHINGTON LAND TITLE ASSOCIATION
AND ALASKA STANDARD FORM
A Service o j
POLICY OF TITLE INSURANCE Tramamerica Corporation
T
ISSUED BY
Transmopm Title Insurance Company
hereinafter called the Company, a California corporation, for valuable consideration, and
subject to the conditions and stipulations of this policy, does hereby insure the person or
persons named in item 1 of Schedule A, together with the persons and corporations in-
cluded in the definition of "the insured" as set forth in the conditions and stipulations, against
loss or damage sustained by reason of.
1. Title to the estate, lien or interest defined in items 3 and 4 of Schedule A being
vested, at the date hereof, otherwise than as stated in item 2 of Schedule A; or
2. Any defect in, or lien or encumbrance on, said title existing at the date here-
of, not shown in Schedule B; or
3. Any defect in the execution of any instrument shown in item 3 of Schedule A,
or priority, at the date hereof, over any such instrument, of any lien or encum-
brance not shown in Schedule B;
provided, however, the Company shall not be liable for any loss, damage or expense re-
sulting from the refusal of any person to enter into, or perform, any contract respecting
the estate, lien or interest insured.
The total liability is limited to the amount shown in Schedule A, exclusive of costs incurred
by the Company as an incident to defense or settlement of claims hereunder.
In witness whereof, THE COMPANY has caused this policy to be authenticated by
the facsimile signature of its President, and its Secretary.
Trattsan�er T jpence Gmpany
INS
%lot
By go AV Alice'
I *� lent
c�C �
By
AV
�retary
�`
P.F. 4 - 11-70
CONDITIONS AND STIPULATIONS
1. The Company shall have the right to, and will, at its own expense, defend the insured with respect to all demands and legal
proceedings founded upon a claim of title, encumbrance or defect which existed or is claimed to have existed prior to the date
hereof and is not set forth or excepted herein; reserving, however, the option at any time of settling the claim or paying the
amount of this policy in full. In case any such demand shall be asserted or any such legal proceedings shall be instituted the in-
sured shall at once give notice thereof in writing to the Company at its state office and, if the insured is a party to such legal
proceedings, secure to the Company, within ten days after service of first process upon the insured, the right to defend such legal
proceedings in the name of the insured so far as necessary to protect the insured, and the insured shall render all reasonable
assistance in such defense. If such notice shall not be given, or the right to defend secured, as above provided, then all liability
of the Company with regard to the subject matter of such demand or legal proceedings, and any expense incident thereto, shall
terminate; provided, however, that failure to give such notice shall in no case prejudice the claim of the insured unless the Com-
pany shall be actually prejudiced by such failure and then only to the extent of such prejudice.
2. In the event of final judicial determination by a court of competent jurisdiction, under which the estate, lien or interest in-
sured is defeated or impaired by reason of any adverse interest, lien or encumbrance not set forth or excepted herein, claim may
be made as herein provided. A statement in writing of any loss or damage, for which it is claimed the Company is liable, shall
be furnished to the Company at its state office within sixty days after such loss or damage shall have been ascertained. No
right of action shall accrue with respect thereto until thirty days after such statement shall have been furnished and no recovery
shall be had unless an action shall have been commenced thereon within one year after the expiration of said thirty days. Any
rights or defenses of the Company against a named insured shall be equally available against any person or corporation who shall
become an insured hereunder as successor of such named insured.
3. The Company may at any time pay this policy in full, whereupon all liability of the Company shall terminate. Every pay-
ment made by the Company, exclusive of costs incurred by the Company as an incident to defense or settlement of claims
hereunder, shall reduce the liability of the Company by the amount paid. The liability of the Company shall in no case exceed
the actual loss of the insured and costs which the Company is obligated to pay. When the Company shall have paid a claim here-
under it shall be subrogated to all rights and remedies which the insured may have against any person or property with respect
to such claim, or would have if this policy had not been issued, and the insured shall transfer all such rights to the Company.
If the payment made by the Company does not cover the loss of the insured, such subrogation shall be proportionate. Whenever
the Company shall be obligated to pay a claim under the terms of this policy by reason of a defect in the title to a portion of
the area described herein, liability shall be limited to the proportion of the face amount of this policy which the value of the
defective portion bears to the value of the whole at the time of the discovery of the defect, unless liability is otherwise specifi-
cally segregated herein. If this policy insures the lien of a mortgage, and claim is made hereunder, the Company may pay the
entire indebtedness and thereupon the insured shall assign to the Company the mortgage and the indebtedness secured thereby,
with all instruments evidencing or securing the game, and shall convey to the Company any property acquired in full or partial
satisfaction of the indebtedness, and all liability of the Company shall thereupon terminate. If a policy insuring the lien of a
mortgage is issued simultaneously with this policy and for simultaneous issue premium as provided in rate schedule, any payment
by the Company on said mortgage policy with respect to the real estate described in Schedule A hereof shall reduce pro tanto
the liability under this policy. All actions or proceedings against the Company must be based on the provisions of this policy.
Any other action or actions or rights of action that the insured may have or may bring against the Company with respect to serv-
ices rendered in connection with the issuance of this policy, are merged herein and shall be enforceable only under the terms, condi-
tions and limitations of this policy.
4. The following terms when used in this policy mean: (a) "named insured": the persons and corporations named as insured
in Schedule A of this policy; (b) "the insured": such named insured together with (1) each successor in ownership of any in-
debtedness secured by any mortgage shown in Item :t or Schedule A, (2) any owner or successor in ownership of any such indebt-
edness who acquires title to the real estate described in Item 4 of Schedule A, or any part thereof, by lawful means in satisfaction
of said indebtedness or any part thereof, (3) any governmental agency or instrumentality which insures or guarantees said
indebtedness or any part thereof, and (4) any person or corporation deriving an estate or interest in said real estate as an heir
or devisee of a named insured or by rcnson of the dissolution, merger, a• consolidation of a corporate named insured; (c) "date
hereof": the exact day, hour and minute speriaed in Schedule A; (d) "public records": records which, under the recording laws,
impart constructive notice with respect to said real estate; (i,) "state office": the office of the Company at the address shown
herein; (f) "mortgage": mortgage, deed of trust, trust dyed, or other security instrument described in Schedule A.
ALASKA AND Wt.TA PM -ICY
SCHEDULE A
No. 435404-A
Date July 9, 1973 at 8:00 A.M.
Form No. W&AK 4000.1 OFT)
Amount $ 19 , 2 5 0.0 0
Premium 1$ 12.4.00
1. Insured
FLbYD L. ARCHER and LOLA L. ARCHER, his wife.
2. Title to the estate, lien or interest insured 6y this policy is vested in
The named insured.
3. Estate, lien or interest insured
Fee; simple estate.
4. Description of the real estate with respect to which this policy is issued
Lot 16 in Puget Colony Homes, as per plat recorded
in Volume 86 of Plats, page 59, records of King
County;
Less all coal and minerals and the right to explore
for and mire the same;
Situate in the County of King, State of Washington.
4.3aIfU4-Jt _
-'.I.. WASH iNGTON POLICY
SCHEDULE B
3 ts, liens, encumbrances and other matters against which the company does not insure:
al exceptions
1. I:ASE'IE.;T:
Form No. W 4n00-2 ( I PT)
Dated : .Lay G, 1963
Recorded Septcmbcr 10, 1963
Auditor's 'No.: 644-110
Grantor: Puget Colony Hones, Inc.;
Crant4a : Pu,ot Scur.d Poi.rer c; Li-ht Coman ;
Location: Fivc feet ,-parallel and adjacent to the road
fro,--,,. ge ow all lots;
Purpose: Operate, naintain and repair underground
electric transmission and/or distribution system.,
together with ril;'it of access and the right
to remove brush, trees and landscaping.
1, No vehicular access from property herein described to 140th
Avenue Southeast, as delineated on the face of the plat.
3- Restrictions contained in said plat, as follows:
No lot or portion of a let in this plat shall be divided and
sold or resold or ownership changed or transferred whereby the
ownership of any portion of this plat shall be less than the area
required for the use district stated on the plat.
4. Right of the public to rriar;e necessary slopes for cuts or falls
uper, property herein described in the reasonable original gradin,
of streets, avenues, alleys and roads, as dedicated in the plat.
GLNaRAL EXCEPTIONS Continued on exhibit attached hereto.
Eccroaciimerits or questions of location, boundary and area, which an accurate survey may disclose; public or private
easements, streets, roads, alleys or highways, unless disclosed of record by recorded Plat or conveyance, or decree of a
v4urt of record; rights or claims of persons in possession, or claiming to be in possession, not disclosed by the public
.words; material or labor liens or liens under the Workmen's Compensation Act not disclosed by the public records;
*titer rights or matters relating thereto; any service, installation or construction charges for sewer, water, electricity, or
,carbage removal.
;rceptions and reservations in United States Patents: right of use, control or regulation by the United States of America
-: the exercise of powers over navigation; limitation by Iaw or governmental regulation with respect to subdivision, use
=,ioyment or occupancy; any prohibition or limitation on the use, occupancy or improvement of the land resulting from
!tic rights of the public or riparian owners to use any waters which may cover the land; defects, liens, encumbrances, or
viper matters created or suffered by the insured; rights or claims based upon instruments or upon facts not disclosed
the public records but of which rights, claims. instruments or facts the insured has knowledge.
3 . General taxes not now payable; matters relating to special assessments and special levies, if any, preceding the same be-
ctming a lien.
=. " rotsumer credit protection," "truth -in -lending," or similar law, or the failure to comply with said law or laws.
(End of Schedule B)
435404-A
S. DEED OF TRUST AND THE 'TERMS AND CONDITIONS THEREOF:
' Grantor: Floyd L. Archer and Lola L. Archer, his
wife.
Trustee: Transamerica Title Insurance Company
Beneficiary: Equitable Savings & Loan Association, an
Oregon corporation
Amount: $18,275.00
Dated: June 21, 1973
Recorded: July 9, 1973
Reso riling No.: 730709-0136 King-Caunty
C
END OF SPECIAL EXCEPTIONS.
ysh
Form No. W-AK-555
(Pmvious Form No. 8DR) ORDER NO
•
ESCROW NO.
LOAN NO.
MORTGAGOR _
PLAT MAP Vol PG
'0
10
J� 7f. 04 7oeD0 7�d0 74fX 74t. 40
44l• 01Q � ��
0 h
s ` ` V
7¢ 74d.0 , 74.40 J¢ao 7I.c
IN
14�q 13 + 12 11 ah 10 W 9
'C !1
Zr
Jz-
ztz
. '*+ e:t.ifof
�. o=r• t:
#� a9 w c }"o�- a r•a� aq,, t: y1 ao L:JXO/
++ 19 20f21 22 23 z24 h
dv3A 7777 rrC� 7.!sa 77.�2 BI-fd ` 77.40 f
•
This map does not purport to show all highways, roads or easements affecting
said property; no liability is assumed for variations in dimensions and location
Try Tide Insrrranes Ikmpoy
HOME OFFICE
1330 Broadway
Oakland, California 94612
1415) 835-4970
•
Northern California Operations
1330 Broadway
Oakland, California 94612
f415) 835-4070
Southern California Operations
Third and La Cien•ga
Los Angeles, California 90048
(213) 937-3800
Washing+on-Alaska Operations
720 Second Avenue
Seattle, Washington981D4
(206) 624.55S5
a
Oregon Operation$
409 S. W. Ninth Avenue
Portland, Oregon 97205
(503) 222.9931
Arizona Operations
114 West Adams Street
Phceni., Arizona 85003
(602) 262.0511
Colorado Op—li.n:
I837 California S+res+
Denver, Colorado 80202
(303) 534-9066
•
Michigan Operations
320 Ottawa Avenue, N.W.
Grand Rapids, Michigan 49502
(616) 454-9301
ALASKA OFFICES
State Office
70S - Siyth Avenue
Anchorage, Alaska 99501
(907) 2774461
BRUNCH OFFICES
Fairbanks, Alaska 97701
536 - 4th A"nu•
Phone 452.2193
Juneau, Alaska 99901
341 Seward
Phone 586.1215
Kefchiken, Alaska 99901
213 Mein St.
Phone 22S.2936
Title
Insurance
Policy
Issued by
Transamerica Title
Insurance Company
a4 Serttice of
Transamerica Corporation
irrr■■nr■rra■Trek Ma�■noe aanrpary
WAS14INGTON COUNTY & AGENCY
OFFICES
133 YiM WEIRy, K kMri4k 743410i
24o Wi III.— Soule•erd, Richland • 1141AM
•
CBden WwtY
709 Nazh Mhne
rion Street, wsatcha - NO 3.7141
•
Ito Es.t 13th S7r�n1,=a0"3m
Count: C•IsdT
IYi2 Y.ndereeek War*Lengrl•w 4234M
0.40- Comfy
2W North Mission Streit, kyenetctre - NO 2-7141
Rraklk. Cerert►
to W.0 CI.rk, Perco - 547.5521
0.14 Gamy
a4 Ist Armw N.W., Epkrate - SK 4.2605
2M S. Ash St,. Mows t..W - RO G7W
a
444f
TA W41kington StrsarPori To'rwnd - 3F5-2oo0
7M Sscord A-.-. Se.Mk • MA 4•S555
Iotap trod
Gerry
IVpacifK Arsnue, B - E5 73764
•
I I I7 Park 3F CMkslti - 7MJi41
•
Maas Ce•ay
113 Aaitrwd Aw., Shaded - 420-1626
•
Oka -". Gsurh
Title Euiidinq, OkaneW4 • 422-IM
•
West We swag.Spam"
A ono, Spe� ne - TE 93M
Fifth S Washington i N3411IS0
•
P. O. Sor 119, Rellmsn LO 4-I20
ASSOCIATED COMPANIIN
Awl. Caue/Y
Wsilac•F,.2er title Ca.
,If 6eh Sr., CI&Asioe - 1L T-37a1
Clallam County
BryS I1erh Company
ill North Laa ml urel Steer, Pod A-geie$ - 457457s
•
Frrgg County
Fem Goodly S ECo.. Inc.
Title Building,. It0.,puh[le Gc - 7752424 1
•
G.rtl.ld Mr
Garfield County AUa ampe3 ASI 4T4 Main a Srrr, ►oraray
4.
Orap Wrbw Coy
Gren ll-li r Title Creommon
IN Es$t Wirhksk, Apordan L72-mil
Ielsnd Cw.y
Land
]001 -Tit
0h WmO.sk drhlo.nd- GOoR d2:Mlles C- dr
Kitti+n Cow rN. G Wp�(
Land Title Suilding . Sth is �arl 57., Ellemhury - 925 ySi3
Teem Goelr7T
Facific Counh Ahtlr.cr S TiNe Co.
ITS Alder Srrar, South Tend - TR 5-5721
n.16 C--dy
TA S11 1. T Camwnr Ina.
1111 A S*r.er. Tswra - kll 3-I443
welt C—ahr
Land Title Co. of Sk. it County
401 South Second Suet, Meant trsman - E0 6-219
•
Skanrnie
Ska,nenia Counh Title y
F. O. Sir 227. SN•snson 4711
•
Saath-11 T-1:
ECI A—., E Tole pony
1411 Colhy A•.nue, EwreM - AL 2-1I56
W.hitakenn C.-My
W.kkiekum Co4M Memel Comppea y
i. O. So. 54. Cif l.met - M-3741
W.R. Well. Carly
W.IIa W.11. T" Company
12 North Second Ann-, Wet4 Wd1e - 3ASJ40
1321 Comm.rciaf S7nM, MtlingMm - 734-7000
as
Yawn. Caasdy
Sehmin.r Title Company
30 North Second Street, Y.kimz - GL 1. W
CITY OF RENTON
HEARING EXAMINER
PUBLIC HEARING
January 9, 2007
AGENDA
COMMENCING AT 9:00 AM,
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: Puget Colony 2 Short Plat
PROJECT NUMBER: LUA06-146, SHPL-H
PROJECT DESCRIPTION: The applicant is requesting approval of the subdivision of 3 parcels of land
located in the Puget Colony neighborhood of Renton. This area was annexed into Renton in 2005. The
3 parcels total 34,374 sf and would be subdivided into 5 lots suitable for single-family development. The
site is located within the Residential 4 Zone (R-4), but the land use master application for this subdivision
was deemed compete prior to the application of this zoning. The subdivision application is vested to the
previous zoning, which is Residential 8 (R-8)_
HEX Agenda 1-9-07
DEVELCF m nrj PLANNING
N`'` 200
Filed for Rcoard at Request of
r k:€ iV ED
PACIFIC NORTHWEST ESCROW CORP.
i 24 '' u
AFreR RECOROiNG WLTO:
dVtirrta FACIFIC NORIMST^$CRpt7
Addrass _ 4100 200TK-it}t)It[WEST,J5 —
City, raft Zp LYNNWOOD. WA 98036 _
Escrow rrAmber: 537552
i Y 366b' —
This Sp= auntie For RmWtes tbe:
00,e03�16 41272 A
RECD fr S.00
CASHSL **'+'*5.00
if
;tat►dory Warrantj Deed
THE GRANTOR P. SALAKONSEN CONSTRUCTION CO., A WASHINGTON CORPORATION
04
far and' moonsMerationof TEN DOLLARS AND OTHER VALUABLE CONSIDERATIONS
in hand p"convcys and wwrantsto TED PEDERSEN and ROBERT VAN CEYSTEL, AS TENANTS IN COMMON +
.i
the Mowing desenbed real estate, situated in the COURly Of KING . State of Washington: ?
LOTS 59, 60, 61. 62 and 63, PUGET COLONY HOMES. AS PER PLAT RECORDED IN VOLUME
86 OF PLATS, ON PAGE 59, RECORDS OF KING COUNTY. WASHINGTON.
SiFflJEC'T TO aasoments, restrictions and ruserV•rtiOnS now of record. —
MAR 9 E 1888
Cii
Dated this 09 day Ot March , 1968
1
By �5&N_OsTc�ii Cow w, ... w By
JO SE, LOVE. VICE-PRESIDENT
BY BY
STATE OF WA5 NG7T�19N
COUNW
On this *x of _ 1 . „» __,19 jL- before me, the uadcrsigncd, a
IVotOry Pub:Hc is and for 11rs State of Washingl0a, duly cosnr a loacd and sworn, prrsonagy appc=dand
_
to nm Ltntnvn to be the Presidcal add' SCuctrry, respctlivcly, of
the o0rporatl00 that McntCd the rotegoing instrument, and acWxwA*cd the sa Saott'1b'� lkc free and
voluntary ad and d of said corporation, for the uses and purposm therein m id, 21WI&r6th stated that
authorized to execute the said' swl affixed is
the corporate scat of svid owvonC m.
Witatas may haWAd ollielal seal herctolfCued the day and year Past above wsittC a� F
� Notary Pubk in and for the i i Sf t � n.
Lps-tD
m
F J TICDR TITLE
INSURANCE
Filed for Record at Request of
AFTER RECORIIING MAIL TOt
'M
tC?
CQ
M
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Tl1fl SPACE stStfAD FOR =010Et'5 usr
71fiHGEfHi
GaY
E0991283]
EKCU TAAR'231998
il
1:24 3"ZI R�fW �U�IV�
REC0N't .:..s:
mu B 4 3:
�ECt�iiRZt •; •.y.
Kai G Cf N -tl i T s.
e9,'G3.123 "M r.l 4i
Quit Claim Deed £PSHSL 5' °°.klirrhre5,00
11
M¢ CPAN at IAARY L. PEDERSOH
few and to coos"arstion of to establish separate property
_T
eoenar mod quit claim to TED PEDER5ON
.y
-1
the rollatring desertbed real estate, situated in the Cwoty of King
,
Stota of Vashindteo inoludtlta m7 interest thereln which grantor say hereafter wratre=
Lots 59. 60, 61, 62 and 63, PUGET COLONY HME4, as per plat recorded In volume 86 of
plats, page 59, records of King County, Washington.
1
Dated this 15th day of PINCH, 1988
By ..?..1..1 ..?...:.�. k`�l ltisli�`7C7Yti e.... 13y................................................................................
Mary L PYoe son
By.......................................... I .............. I.......... By.................................................................................
KrAFL OF uiSHl�CZD�
COti\Ti' OF ..L1.1' 1 ............. "
IVITE OF WAS'11NUMN
COU\TY OF ................................ w
' before me
f?a Ihn dad 1+erwnalh anvr+r�
On thi. ...,.. day or«..«....................................................... ty _.�.
before me, the wrdrt%flond. a Notary Poo, in mJ (w the Stale rf '&h%bingtnn, thdy
.--__...e
the iinal Jm ibel......_...I,_...
w tee 1Ro.aa le be the indhidaai Jeseribal in and,and
a'vmmi�4inMJ and .%wn, retwoall: RPrW J """"'"'-"'.......••.-.••.•.•."'...-••"•_•
e,la'Rlad the shmn and fomfol s intlreatent. aw
..... .............................................. .............................. .I ........ .....
aeWwnttcdFrd that __"e`... ailpmed The tame sa
and
act and deed. itx the
>v. [retk
..................... ................................... .................................... «..-«....
n%ff" l"
L,C. � prrpa+a+lhcrein erMrNhtRt{I. -
In me 4m,4,a to he she ..... Itre,fderd anJ ... tia-trtarY
................. ...................
e:11'lN r,J,, amhntld and "Itidal %CA IW,
//_�
L(P.
:nr1,-tj4ck..,f................................................................�........._�._.........,
Illr.vr,xn,rl�enl lh;,tt,n'uMlthe ltwayttjlryt iRflrrNT[nt. apJ allmm'frdKrlT lfTruhl fR•
J* wl ......-.,.M tell .................. to .. E D
Ill uRlenl 1„ Ue lhr llee "t"I t4.htatary. 'l anJ deed of ,atJ cill"AlkuL For lhr oxa
rud pla pvr+ Ihocilt t"wn6mtr 1. Am, on will .litre! That ...............................
�. �,,. • 1"I„j•�, -..,.
"
AutlnHu.,1 en r,et wfr,l Ihr +.1%1 m•lrlwtxnl ahl_ Owl The Kd alllwa 1, the': wptxaro
fV,.lpty t4t1 N (W thr t PC t1144naive,
,v.tl .•1 •.4h1 ,.Hlttl,atl4ml
IxrNltNll al�,e•1 1N� �t,t ,..- 11h1 mi,+ntt h.umt Nrt.l ,.Ill.'lal wal M/ent elltwJ rllr silt and}atilt INM nhl»e
r .
%1ti MlgNthttlltrNipaylarrNl/ . .{ 1 4,1� x1111rn
- Nltrr/Y1't11.1lM IN ItN,IhM lhnthNlrwl lYNrhlnylwn,rT•.I,IFI/y Nl ..,.•'. •._. .......
t irrfr_M Alt N14whOwwNl •aphis lNt ... ........................
T
.1
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r
Yransamorica ................. I ............. . ...................
TiVe lrnmamcCoMaxy
T*45 SPACE PROVIDED FOR RECORDERS USE:
ViTle tin'sit'"Emee!'NOTOS
FUI) FOR RECORD ATREDUESTOF
{(INC. N1W
Y
'IS, TAX 91i W EXCISE TAX
cr%
C3� Va" RMORM0 RETLVRN TO MAY 2 1989
10
. ....... . E1050H
Ado, e
MY. Sts". .........
........... .. ...............................
LPO-12
Quit Claim Deed 89/05-,03 0001qy
FZ-CD F 5. OID
CASH51- Pk***5, 00
THE GRANTOR, MAW L. PEDERSCV, a single worm 55
tar and in consideration of pursuant to Ammer Decree of Dissolution
conveys and quit dabw to TIMOD06M F. FF.rJFJLqDN, a single man
the follmVing descnbed Teal estate, situated in the County of King state of Washington,
together with all dwracquired title of the gmntor(s) tlicmin.
Lots 59, 60, 61, 62 and 63, PLK;ET ODLONY WES, as per plat
recor" in Volume 8 9 of Plats, page 59, record of
King OAMty, WaShirtgt—
fILED FOR RE6:jlkV AT REQUEST OF r EGEtV
TRANSWEPICA TITLE
INSI-IrWQ. COMPANY
32A IDS% Ave. N.E.
P Q. BOX 1493 3
71A 9"009
Vx.......... ... .. ... . ....... ----
VANY I$. OWWWOB11
..... . ........ ................. By........_._................. ....................... ..........
By...... ....... ..... .............. ................. .............................
STATE OP WASFUNMN STATE OF WASHDMTON
COUNTY OF-103 p COUNTY or____
N two &W P"W"W Appeared Were aw
before lKWWWW. In oad !or th. State
Intton, d* awma6skaTtl ard swarn4 pencrolty oppeuva--
to me kmwh to be the iL-Xvidual demibed In and
wba executed the within sad farqoiag Wtrv=onj.
#Ad m1m—k4pt:4 that.—yha—.. maned tho soma to me known to be the --President ov4 Secretary.
as --her..,......... fro and Poixmiary act &*d deed, respectively. d--
for the usand purp-m therein mentioned. the corPp"11MM :bat e forectiar instnunenk and nkrwwlWsa
11w atsid trAtmror."t to bzl the froe and volvintary act and deed d said
v6H.'for.1he men end purpom therein mentioned. and on oath doted
authorized to execute the said imtrdment and that the not
11 sea 81 .14% Ae corporate Neal of sold carpor2tion.
d —f "IT, '- `*4 h-A rA 'ffidal MI b'wo. M.ed the Jay and year Arat
to of 16 Co.-
cU blic oury Fobitc in and for the State at %V..hJxm&
le"', too
Intua. IN,
to
xP bly appointment ......
• F-M r- W-74
Tr3n':pnG�fQa
ransamBFICa
Title Services
TWelnsurimeComparq THIS SPACE PnOVIDEDFOR RECORDER'S VSE:,
FILED POP /tECORD AT REaUEST C
David T. Kirklartd, :nc., P.S.
Rt 5, Box IA
Vashon, WA 98010
KI"G(*UMY:
NO�yEXCISE TAX
WHEN REWAIND PIMAUTD
MAY 15 1%9 .
Robert van Geystal
E1060180
name.._.............. .. . ............. .... . ....... ...
C 5 ; a'=='� E
CqGh.
Sign. :-a. Yashon, WA 4070................
. ........
14
Statutory warranty Deed
THE GRANTOR THEODORE PEDERSON,
a single man
forandincomddetationof division of properties between tenants in Common
in hand poiclivammood worrants to RO,ERT VAN GEYSTEL & CHERYL VAN GEYSTU, husband
and wi fe
the following dw-Abed real estate. silun%rd is the County of King ,3faleof Washinitaa-
The west 37 feet of Lot 61 and Lot 62 except the west 19 Feet
thereof, Plat of Puget Colony Homes as per plat recorded in
Vol 86 of Plats on page 39, records of King County, WA
mp
=r.
O
Dated rFt-• ig' � .1977
P e.
STATE OF WASHINGTON
8�n "
CQUNtTY
On thi• day perowily appnrrd hef.m ose
. Theodore Pede�13�.E!_•�_�,•.,�„
to me Immr,r to be the inawliluai elrAe-f :U in and
who executed the IF;" and forep■iot immnatnent,
and aehsowledged airarl the• asrtta
free ttad VVIUrULTr wet real dead
for the wes sad perpowt therein mrattortd.
%/it:lVEFI �
under hand oedcfd va+
i day oL.,...._ �... !A
d
Notary Puh:ie in xnd for Ow Etart of WAsh.
uytten. resitrrarALL..._..._ -
Coffunission expires
tree. FtS
STXM OF WA-RHINGTrnIC t)t
LOUNTY
on thin ....» _. d■rr of �� — --' - - -- ... »... .. 19- _
txfero me, tite undersigned, a Notary Public In ,and for the State at �Vmh
ington, duty cumminioned and sworn. Personally aypeared....._....- —...
to the known to bs the _ .-President and. ..... .....Srcrataty.
the cwprwation that executed the foregoing insltumettt and acknowledged
the s dd Instrument to he the free and %Wuatarr act and deed of said corpor-
ation, for the urea and purpom therein tnendoned, and on wth s4ted :hat
_........___, _.___. authorised to execute the said itntrament and that tie srs3
atll:ed Is tho mrporate seal of said rorporation.
Wimm my head and official seal hereto affixed the day and year first
■bone wrHlem
Notary PuMkl in and tar the Stale of WoshiaFm.
residing
ri
a
T,;�,r, c a
T Trans11jo.
america Ti::c lnf.wance Cmipflir THIS. SPACE PROVIDED COP MECOMMS USE
Trice Ser-.ices
FUED FOR RECOADAT rECUEST (IF
David T. Kirkland, Inc. P.S.
Rt 5, BOX IA Macoutm
vashon, im 98070 NO ELISE TAX
MAY1509
MEN FIMMED MUFANTO, E1060179
!�obert..van . Geys.te.l
3, Box 214
Vashon, WA 98070 F L".
. . .. ... . .... .. .. ..... . ... . . ... ..... . ....... :.
-.; . . ....... ! ........
y.
Statutory Warranty Deed 55
Vi THE GRAIN-Mit THFG-U?ORZ PEDERSON, .1 single man
0
for ow inconswerwitm of division of properties between tenants in common
In hand peU convoys and warrantr to P-06ERT C. VAN GEYSTEL & CHERYL VAN GEYSTIEW
husband and wife
am ralowino droctibed real estate. ailwLed in the County or King State ot WashinSlork:
The west 19 feet of Lot 62 and
Lot 63 Plat of Puget Colony Homes as per plat recorded in Vol. 86
of Plats on page 39, records of King County, Washington
C'
co
re;
STATE or WASHINGTON STATF OF WASHINGTON
MUNTY OF-.- ...King —.- --'; COUNTY
On this day pvrxmlty apreared bdcre me On day of 19—'.
before Mr. the naderripbed, a Notary Public In and 1W dw statt of Wash-
ington. July cv:I&:n4do" sad Mora. personaNy appeaW-
w nw known ro Ik* the individual e+ w;W in and
who eze4mtrd the withiln and foreWng k3immost•
and ackrawtedged that ..._he-,,.- jijaA do same to me known to be the atmL.—
free and r4unbry act PW 4eet re3p.-Cavely.
(nz the ors and purposes therej-P wmti-yW. the corporation that etecutrd The Forepins histntmant. and 2:k2owledged
the natri instrument tO be the free and voluntary ad And dead of said corPor-
a flork. for the uses mid purposes therein nundoned, and an oath stated Ilu I
jai of.-
-tN .9
% 6
aderni.
- --- — andmiard to execute the said insinuornt and that the seal
band and vW&I x21 bicorporate mid raid corporation,
W113m oftY hand and officioll seal hereto ofixed the day 04 Year first
sba" written-
r
is and Ike of Wash. Notary Public In and for the State of Waskingtm
at... tQz&
'W' — _— residier
sion expires:
a
=Prs
Chicago Title
Insurance Company
FILED FOR RECORD AT REOUEST OF
WHEN RECORDED RETURN Tp
N. COR RICNARD fi CINDY 30Y BRANI7T
Add,,, 13568 139TH PLACE S.E.
Clry.sutaZly RENTON, WA 98059 .
nnS sp&U rA N= FOR RECORIMMS U
5
e
Me
i
$
't
Statutory Warranty Deed
TlIEGRANTINt LARRY L. HOWE, A MARRIED PERSON AS HIS SEPARATE ESTATE
.D
f� C
Q t*,,ra incvmkimtion of TEN DOLLARS { $10. 001 ANO OTHER VAWABLE CONSIDERATION a
Liz f]
inlwndpAd,caa+•eysxnaw3MMUl000RY RICHARD BRANDT AND CIArDy JOy UAW, HUSBAND AND O)IFF �
the fuNowintt desesibod roe eswe. situated in the Carney of KING Stare orwashwoun: w
6•
PARCEL A:
,t
LOT 1, KIMBER LANE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 91 OF PLATS, m
PAGEISI 13, IN KING COUNTY, 10ASHINGTON.
PARCEL B:
r�
5 1 LOT 64, PUGET COLONY HOMES, ACCORDING TO THE PLAT THEREOF, RECORDED IH VOLUME 86 Ilk
e OF PLATS, PAGE 59, IN KING COUNTY, WASHINGTON. «
�N
SEE ATTACHED EXHIBIT "A" AND EXHIBIT "B" INCORPORATED HEREINPW o
� O h
W. , dl
Ir YmT
H
p � W
Osred-: o
i
STATCOF WASHINGTON STATEOF WASHINGTON
COUNTYOF as COUNTYOF
On day iensrully appeand belim me On Lhis day of .19�
1_ ... x`_ -, J.6tVk before me. the un&aitin�ed. a Notary Public it ad for the Sum of Wash,
n r �-'
r'�- c�yLmgtan. duly cammissionod and rwm, Pall' aPDamso mbe tht irdivi In' In Ud wfw
exorured the within and foseSaha iasuumeat, and
andukrowkdjed duo I'm aed me
a�-a-t,.n � . and ; adA � fudctd, tome known to k the . --- Pseafdear and Secrcury. '
for" oxfs oP"PostsOwmammwwd. rejotctively,of
elk dwt sxccrted lice faegoiad ktahuarem sad rknowkdgsd tk uid im
b&frcc erd ralowwry on and deed amid co pomd". wtkuats and
GIVEN r r sny head aad offr:fal sxxsl 0 , udanwrhsuxedisd auldmpa on.
�4 y ��bam
that the" affixed 4 thesrosponstsesi affaJd eospouNon.
da rf , E9 and rfficial Kd kmto doxad Meday and Yoe fins ak we wail-
•
LIC
aA-
Nmry Public Wow flat Stm of w"wagtaa. +f �/C I�nI"M��_ �
�iaa e`ei�S1uit. WA
rri�31`
F. 9:35 R. I I IM
40 �.
Public io and fardw SIM of wag ivun.
:Y
a
r
. `. EXHIBIT "A"
THE koLLOWING EXCEPTIONS AFFECT PARCEL, A ONLY, PARAGRAPHS 1 THROUGH 5,
INCLUSIVE.
1. EASEMENT PROVISIONS CONTAINED IN SAID FLAT AS FOLLOFSt
AN EASEMENT IS HERESY RESERVED FOR AND GRANTED TO PUGET SOUND POWER i
LIGHT COMPANY AND GENERAL TELEPRONE COMPANY AND THEYR RESPECTIVE
SUCCESSORS AND ASSIGNS UNDER AND UPON THE EXTERIOR 5 FEET PARAi,LEL WITH
AND ADJACENT TO TBE STREET FRONTAGE OF ALL LOTS IN "MICE TO INSTALL, LAY,
CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLES AND
WIRES WITH NECESSARY FACILITIES AND OTHER BQUIPl03NT FOIL THE PURPOSE OP
SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC AND TELEPHONE,
TOGETBER WITH THE RIGHT TO ENTER UPON THE IMS AT ALL TIMES FOR THE
PURPOSES HEREIN STATED.
2. RESERVATIONS AND BRCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC
RAILROAD COMPANY
RESERVING AND EXCEPTING FROM SAID LANDS 80 MUCH OR SUCH PORTIONS THEREOF
AS ARE OR MAY HE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE w
AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS HAY BE
NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVEU
AHD EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR
THE PURPOSE OF XXPLORING, DEVELOPING AND WORKING THE SAME.
RECORDING NUMBERS 192430
SAID RESERVAT10H HAS BEEN MODIFIED BY RESERVATION, RECORDED UNDER
RECORDING NUMBER 6465671.
3. RESTRICTIONS CONTAINED ON THE FACE OF THE PLAT AS FOLLOWSt
�
NO LOT OR PORTION OF A LOT IN THIS PLAT SMALL BE DIVIDED AND SQLD OR
Q► RESOLD, OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY TBE OWNERSHIP OF ANY
pORTION OF THIS FLAT SMALL. BE LESS THAN THE AREA REQUIRED FOR THE USE
DISTRICT IN WHICH IT IS LOCATED.
CV
0 4. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED rp
qqr
Q. INSTRON.ENT S
RECORDEOt APRIL 26, 1971
RECORDING NUMBER$ 7104260317
S. RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID
pnHISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, AWMS, AND
ROADS AS DEDICATED IN THE PLAT.
THE FOLLOWING EXCEPTIONS AFFECT PARCEL B ONLY, PARAGRAPHS 6 THROUGH 11,
INCLUSIVE.
6. SASEMBNT AND THE TERNS AND CONDITIONS THEREOF,
GRANTEES PUGET SOUND POWER & LIGHT COMFANT, A
im
WASHINCTON CORPORATION
PURPOSES UNDERGROUND TRANSMISSION AND ELECTRIC LINES
.,
AND appOATENANCBS TARRO
eal
AREA AFFECTED: S FEET PARALLEL WITH AND ADJACENT TO THE ROAD
FRONTAGE OF SAID PROMISES AND OTHER p9opV=
RECORDED: SEPTEmam 20, 1968
RECORDING MMKPS 6404210
,T
7. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC RAILROAD
I
COMPANY:
RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THMOF As
ARE OR MAY BE MINERAL LANDS OR CONTAIN CGa OR IRON, AND ALSO THE USE AND THE
AICHT AND TITLE TO THE USE OF SUCH SURFACS GROUND AS MAY as NRCESSARy FOR
GROUND OPERATIONS AND THE. RIGHT OF ACCESS TO SUCH RESERVED AND EXCEPTED
MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR THE PURPO8$ OF
/ EXPLORING, DEVELOPING AND WORKING THE SAME.
RECORDING NUMBER' 79509
v
EXHIBIT "B"
S. RESTRICTIONS CONTAINED O!1 THE FACE OF THE FLAT AS FOXWMS
NO LOT OR PORTION Or A LOT IN THIS PLAT SSW, BE DIVIDED AND SDLA OR RESOLD,
OR OWNERSHIP CRANC6D OR TRANSFERRED ttHMMBX THE OWNERSHIP OF ANY PORTION OF
THIS PLAT SHALL RB LESS TIM WE AREA REQUIRED FOR 7HZ USE DISTRICT IN WHICH
IT IS LOCATED.
9. NOTES CONTAINED ON THE FACE OF THE: PLAT AS FOLLOWS$
NO DIRECT VEHICULAR ACCESS TO 14DTH AVMM SOUTHChST.
10. AGREEMENT AND THE TERNS AND CONDITIONS THEREOFs
B27R=$ KING COUNTY WATER 014TRICT $0. 90, A
MUNICIPAL CORPORATION
AND$ A. AND R. DEVELOPMENT CwAft —
RLCORDED$ APAIL 12, 196S
RECORDING MMEBRAt 6332265
RLGARDINO$ CONSTRUCTION OF WATER FACILITY AND COSTS
RELATED THEARTO
11. RIGHT OF THE PUBLIC TO RARE NECESSARY SLOPES FOR. CUTS OR FILLS UPoti SAID
PREMISH9 IN 2M REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLWYSr AND
ROADS AS DEDICATED IN THE PLAT.
2.5
PUGET C,,-.
SECTION 15;:",,TW.
KING co6ky.
FREDERICK M. DRAKE —EN
SCALE -I INCH
NY HOMES
RL 5 EL, W- M.
ASH!NGTON
im. me$
!)0 FEEIr,
V"YORS CERTIFICATE
f AWACI
�",AW
DESCRIPTION
DEDICATION
AA
Arr, W,,W, dw.*
ffs, 0L�ebcuA wx 0. a p
AC4Wi0WLEDqakMENT bx'M um cr cuumm DR
p4wry
W412r
'706e4p&
.
Ced ;,Or=
A;,
ayrAQ& �1(aW
-ClEftTIF 6390948
arum JScrrfhJ
FAFW AW;)fF nVe
AA,d"Yl At
24-
m �
m �
511
i
LOY LURE IUD VU27NER
D
P LF HC`z�U H 0
King County
Building. and Land Development Division
360D - 116th Place Southeast
Bellevue, WA 94006-1400 Tel. 295-6640
� C 3 oEr
iGWu COUNT
Lot A
Owner'o ``Ue/Imd �
xJdr.ecs
CICCY
ZIP
•_UAA1 lr..ir�
eaSiJ=faL4f
ll�
q&7a__U%4_/ GAS
Lot a
awma{.d Name
Address
City
r ZIP 1-ho"
k i
Lot C
Owner`s etaeiaAddress
City
ZIP ?tuna
-
Tax Lot 1
Sourca of
Water
1 Sewage
Disposal
I certifythat-
Lot A
4 ,
lnrnisfh" byme
is true and Car-
f f
at a
tact to the Lest ; aiarr
knowledge
(00
• .•
'fla
Lot C
tot C S39aatese
1/i ee 1/4 Bee
gso Twn
R9
Not
I Krall pg
Toping Aelated File —
Sw
Complete
S % E Q5 rik)c
71
i
rrwal�i
r•
IN tagal Dsseriptlons
19
C:) Lot A
C7
o�,Sf'� I v ilbft
puGE Calyces
` AS PE8�Fc'v�{dEcl
0-P (/AI S oA1 PA' c .T-j� fly' C! oraS
�fV
Lot a _•• — — — ., _ ..._ _. — — _
—
ebe
•�i' '-�Slf� .:_1 ply
�� •ill
'•yy j.•�y�
l '3O�fc°
n M
C_') K t.r
c5c^ {
In w
_ _ N
N
, C30' #C16C3 B ;
RECD r=
FiV-QBb t
REV S
26.00
CRSHSL
*°M33.4CI
SS
F-271
t
1
{
Lot Line Adjustment
0
POOR IN
o�
SCALE.
I
i .
man Do Not write Below This Line
LU Approval is hereby granted t•+� ;,•�:
[] Disapproved brcwelael
IVA- Lots &a "d Ca f a re_
�r
0
V
Planner Date 1
NOTE: Approval of this adjustment does not assure the property owner that
the subject Property itself has satisfied the State and County sub-
division requirements MCW 58-17 and King County Title M . Please
be advised that building permits will not be issued to Iots which
have not complied with the requirements of said statute and code.
i
0
V
Planner Date 1
NOTE: Approval of this adjustment does not assure the property owner that
the subject Property itself has satisfied the State and County sub-
division requirements MCW 58-17 and King County Title M . Please
be advised that building permits will not be issued to Iots which
have not complied with the requirements of said statute and code.
i
I i aro 9 f
• (4 rMv
16)
C%t
C5
aCy" 1 1\\,
CO t
A-ra 3,V, IIA ,
elect
DEL,
Z
all
THIS 11msU'iTURE maft 'tMs 10 68 r'
bet«tea PUGET COLONY HONES 10t.
hereirutw tailed —Grantor". and PUGET SOUND POWER & LMHT COMPAW. a ftmh1gM a Corpotatlha, told
her+ekwfter called "Grantee'-.
EbzXT It,
That in consideration of One Doha¢• iti Atli and other valuabk. ems113eratiooa, Meipt of whtoh. Is hex*y ockrwnd�sed dta dranlor
hereby grants and conveys to the grantee. Its sttocessnrs and asslgim. a rtal►l of way easement for as underground electric all
ayttl*mwhich shall entlsrs o rgratnd lls eables.imanholes vaults anth the right to d seirtl tfor gn No � fadli stich paw. trans.
Formers and oth• r necessary or cantxnfem bellities and equlpmeat orb sold right of way. over. _under, upon and serum die talk-ing
descrilmd property loeared in i10 County, State of watimngtotr
Lots 1 through 64 of Puget Colony Hotttes located in Section 15. Township 23 North,
Range 5 East, H. N.. as recorded In Voluina--&L-of Plats, Page 59
Records of King County. Vashington.
r"i
C3
4T
4l
Mid right of rat' is de-
surAKIlnn billows: - ..• - .
Five (5) feet parallel and adjacent to the road frontage of above described lots.
C.r;m1rr .hall have rhr right of hems across the adjacent laml or tih: Grlmklr. as welt as the right to construct, cwrah• and
mairnain the t L1vsyary vaults aril ntanhohl adjoining �iaiil right of way,
(iranlvr for hlmmil. his Mtirs. vxt"io", adn,infstralors. tltcvessotrs and assijp cenveomts Thal no structure will be erreted
or p;7itctl within .Ohl riphl of uny that would interfere• with or emtoWT The unregineWd erereise of the rights and orlvileg" herein
granhxt. that on tiipaging- Rtttnelint or outer form of cuncirucrhtn activity will be done or pen rltted within said right of say which will
disturb the rompmetion or virworth the I Imw or equipment thereon. or In any other tray romovo. threaten or endanger the lateral sylpert
In said right of rat or farilitir. 1ar•-aled therein, that no blasting will be permlrarl within 1151 feet of dar right of way. and 11ta1 oa+
t't n•tr, tar or tidier pettnam'ni tnirfarirlg Khafl 1w ilitintfltil or permitted m•rr or within nun fool of 4M sides of tiny vault or ntaahole
1ritsialle it on said pnioe•rly
Cranny shall Nn-t• Ih• right to nmxv any ir,•rL� or part, of uteri or other vegetation or natural limn _ lonst within said right of
may. ;Flit may hies. Bradt• am) n•prade slid right of ua. a, nrav appear No grairltx• to be necessary for illy emstructina. nperation and
mxinlrr►;utrr ur �;lid f:a'ikitir�
All rm%sil or ral,k• laid under thisginrd shalt be lWrlttl to such depth as not to interfere with Ow ordinary landscaping sit said
right of way. pnwitte�i hlrevt•r_ that rh+ rh,•s. shruhti. or hustws shalt he plani,,_,d thereon without first having obtained writhe
;glprnval rrain the gramov
11 WI"f NESN iiHERMF '111i in+lrirnletll h:I.11et-n e.erutetl the day and }ear first ahme written.
Pttaet-Q91�� ;n a- InG. Paget Cnlnny Hams, Inc_
P
ten thi. dad' , ,'r.,u��lh t�M�t•arty! before me
it- the ktWwtl tiI he- IN- i1N;1�'Ifito;I de-wribrd in and
m. u t-recu mi the wi r and FQrt-gDJng Instrument. Ilnr' l
'iph+l 11K. tctma :tom frI - antl lrthmary arl
and dt•rrl for the I. and purposes therein rneiilie'•"1
t;1VFN tamer nt) hatal:md offk•tai st•al il;k--d.:t
of , Is
n•�idinf; at
,ttat"t- Publiv In arilor the . ware of a� ngintl.
.�TATF OF" Wxglt-�(;TON t
CMINTY or Puree
ittt this 6th dn� Cd MaVIVIM,l
19 {� tlefnre me. the undersigned. personally appeared
U Peacock:' .
and Car I �1. fltsann
In me knmtrr to he thra� _ Prr+iTti
d _ Secretary. respectively. of
Pu a an ti, c.
the corporation that rnecuted
Ilt• ort�to"i
lrumeht Ill e ire Irm WWI rokoLnry tttt or sold corporation, for Ow
n=ri dmf purpnx_ dm•rein tbv'lulrt�d, and on oath -00
liar the); � acre,^authorize! to euecu1. die said inslnunenr sod that the scan)
:tffi��.1 i. tits mrpora'.� scat) mid ntrtnratitni �
Wi a fe fa •l.rai' hl4reln affiae<t
tide ,fat ;"A Year firsi atove written
Fit ad iPr IbtOrd'f'1U jp is f' J�.r:lt(.
1CUMresidin
_ 1 a• 1n ant or L sale a:fi twion'
�'— Request of Pagel soucd reef 6 light Co.
'"gap
40-6
............
_f2v
..........
Y4l-,-e--f,�l!-CX-..,/f
WHEN RECORDED RMTRN TOT
Office of the c:h• J rk
Renton Njunic:, :k W ding
200l�! A•"nurSouth
Remo A 9-M-a `m!
c: c�
w
t, the , Clark of the
City of a oton, Wa: ;ktgton, cart ytkatthis is a true
and correct copy of
Subscribed and sed
- erk
CITY OF REI4'.i'ON, WASHINGTON
ORDINANCE NO. 4612
AN OR3DMU= OF T$E CITY OF - RMMOK, ,
ESTABLISKMG iM ASSRSSMMT DISTRYCr FOR gWrTA§rr SXKM
SERVICE XK A FORTIOA OF THE SO= SIBS, MIATMM
DONKS, AIM lapLENDOD SUB -BASIS ,ilM NS?aHLXMKIM TER
ARD'UNT OF TM CHARGE UPON CO1M=IM TO Te$ VACILITIBS .
THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTOiN, DO ORDAIN
AS FOLLOWS
SECTION IThere is hereby created a Sanitary Sever
Service Special Assessment District for the area served by. the East
S Renton anitary Sewer Interceptor in the northeast quadrant of the
City of Renton and a portion of its urban growth area within
unincorporated King County, which area is more particularly
(k described in Exhibit "A' attached hereto. A map of the service
area is attached as Sachibit "B.- The recozding of this document is
to provide notification of potential connection and interest
charges. While this connection charge may be paid at any time, the
4
City does not require payment until such time as the parcel is
x connected to and thus benefiting from the sewer facilities. The
property may be sold or in any other way change hands without
triggering the requiremnent, by the City, of payment of the charges
associated with this district.
M=Iolff ?I. persons connecting to the sanitary sewer
facilities in this Special Assessment District and which properties
1
0",
ORDINANCE 4 612
have not been charged or assessed with all costs of the East Renton
Sanitary Sewer Interceptor, as detailed in this ordinance, shall
pay, in addition to the payment of the connection permit fee and in
addition to the system development charge, the following additional
fees:
A. New connections of residential dwelling
units or equivalents shall pay a fee of $224.52 per dwelling unit
and all other uses shall pay a unit charge of $0.069 per square
foot of property. 'Those properties included within this Special
.Assessment District and which may be assessed a charge thereunder
are included within the boundary legally described in Exhibit "A"
and which boundary is shown on themap attsed as Exhibit "B."
SECTICZ Ili. In addition to. the aforestated charges, there
shall be a charge of 4.11$ per annum added to the Per Unit Charge.
The.interest charge shall accrue for no more than ten (l0) years
froth the date this ordinance becomes effective. Interest charges
will be simple interest and not compound interest.
,M=X(M IV This ordinance shall be effective upon its
passage, approval., and thirty (30) days after publication'.
PASSED BY THE,CITY COUNCIL this loth day o€ ].996.
Mari1 eteisen) City Clerk
2
ORDEgANCE 4612
APPROVED BY TH9 MAYOR this 10tn day of June 1996.
Jes Tanner, Mayor
Approve as to foXM.I
Lawrence J. warren, City Attorney
Date of Publication; 6/14/96
ORD.576:5/20/96:as.
0
3
Exhibit A
LEGAL DESMPTION OF THE SPECIAL ASSESSMENT DISTRICT
FOR THE CITY OF RENTON - EAST RENTON INTERCEPTOR
Portions of Sections 8, 9, 10, 11, 14. 15, 16. 17, 21 and 22 all in Township 23N,
Range 5F, W_M. in King minty, Washington
Section 8, Township 23K Range 5E W.M.
All of that portion of Section S, Township 23N. Range 5E W.M. lying East of the
East xi&t of -way lime of SR 405 and South of the following desd line:
Beg1nrftg at the intersectf€an of the East line of said Section 8 with the a ent=llm
of NE 7th Street; thence Westerly along said centerline of NE 7th Street to its
intersection with the centerline of Sunset Roulevard NE; thence Northerly slang
the c:enterlfne of Sunset Boulevard NE to the North line of the Southeast % of
said Section 8; thence West along said North line to the East right -of --way line of
SR 405 and the terminus of said line.
CD
Section 9, Township 23N, Range 5E W.M.
All of that portion of Section 9, Township 23N, Range 5E W.M. iyh g South and
q East of the fallowing described line:
cD
U? Beginning on the centerline of -NE 7th Street at its intersection with the centerline
of Edmonds Avenue LYE; thence Easterly along the centerline of NE 7th Street to
its h2b= 'tion with the centerline of Monroe Avenue NE; thence North along said
centerline to the South line of the Northeast Y4 of said Section 9; thenm East
along said South line to its intersection with the centerline of Redmond Avenue
NE; thence Northerly along said centerline to its intersecton with the centerline of
NE loth Street; thence East along said centerline to the East line of said Section
9 and the terminus of said line.
Section 10, Township 23H, Range 5E W.M.
All of that portion of Section 10, Township 23N, usage 5E W.M. lyiaag Southerly
and Westerly of the following described line:
Beginning on the West line of Section 10 at its intersection with the North line of
the South 1h of the North % of said Section 10; thence East along said North line
to its intersection with the centerline of -142nd Avenue SE, thence Southerly
along said centerline to its intersection with the North line of the Southeast A of
said Section 10; thence East along said North line to Its intersection with the East
line of said Section 10 and the terminus of said line_
r-IMTAVVM On
Legal Descrrpfion of the Special Asmssmeni District
the City of fon— East Renton Inter - tor _ Pale 2 0 3
Seelion 11, Township 23N, Range 5E W.M.
All of the Southwest V of Section 11. Township 23N. Range 5E W.M..
Section 14, Township 23N, Range 5E W.M.
All of that portion of Section 14. Township 23N, Range 5E. W.M. descn'bed as
follows:
All of the Northwest Y4 of said section, together with the Southwest V4 of said
section, except the South W of the Southeast K of said Southwest Yk and except
the plat of McIntire Hoinesites and Ih of streets adjacent as recorded to the Book
of Plats. Volume 58, Page 82, Records of King County, WashingEon. and e=ept
the South 151.55 feet of the East 239.435 feet of Tract 6, Block 1 of Cedar River
Five Acre Tracts as recorded in the Book of Plats, Volume 16, Page 52. Records of
King Country, Washington, less 1r/a of the street abutting said portion of Tract 6,
Block 1, and less 'Fact 6, Block 2 of said Cedar River Five Acre Tracts. less Ih of
p the street adjacent to said Tract 6, Block 2, and except the South. 82.785 feet of
�? the East 150 feet of Tract 5, Block 2 of said Cedar Fiver FYve Acre Tracts and less
W4 1h the street adjacent to said portion of Mact 5, Block 2.
CIQ
W Section 15, Township 23N, Flange 5E W.M.
CO .
All of that portion of Section 15, Township 23N, Range 5E. W.M., kept the
Southwest 'A of the Southwest 1t4 of the Southwest V4 of said section.
Section 16, Township 23N, Range 5E W.M.
All 6f that portion of Section 16, Township 23N, Range 5E W.M., e=ept that
portion of the Southeast V4 of the Southeast Va of the said Section 16 lying East of
the East line of the Plat of Maplewood Division No. 2 as recorded in the Book of
Fiats Volume 39. page 39, Records of King County Washington and its Northerly
extension to the North line of said Southeast K of the Southeast Yk of the said
Section 16 and except that portion of said section lying Southerly of the Northerly
right-of-way line of SR-169 (Maple Valley Highway).
Section 17, Township 23N, Range 5E W.M.
All of that portion of Section 17. Township 23N, Range 5E W.M., lying
Northeasterly of the Northeasterly right-of-way of SR 169 (Maple Valley 1waY)
and Easterly of the East right-of-way line of SR-405 less that portion lying
generally West of the East and Southeasterly line of Bronson Way NE lying
F16ATAVilTll
Legal Dacripiion of the Sperxal Azmwnenf Districi
fH the Cify of Renton -- East RadAm IrLer for page 3 2f3
between the South line of the NE 3rd Street and the Northeasterly margin of SR
405.
Section 21, Township 23N, Range 5E W.M.
All that �paartion of Section 21, Township 23N, R 5E W.M. lying Northeasterly of
the Northeasterly right-of-way line of SR-169 (Maple Valley Highway) and West of
the .East litre of the Plat of Maplewood Division No. 2 as recorded in the Book of
Plats, volume 39, page 39, Records of King County. Washington.
Section 22, Township 23K Range 5E W.M.
All of that portion of Section 22. Township 23N, Range 5E W.M. descnlxd as
follows:
All of the Northwest V4 of the Northeast V4 of said Section 22Noffl=ly of the .
Ca southerly line of the Plat of Maplewood Heights as recorded in Book of Plats,
Q?
volume 78, pages 1 through 4, Records offing County, Washington:
Tagether with the North 227.11 feet of the West 97.02 of the Northeast Vx of the
Ctit Northeast V4 of said Section 22.
CO
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ti K
ShyCreek - Level 1 Downstream Analysis
Y
Shy Creek
LEVEL 1 DOWNSTREAM ANALYSIS
King County, Washington
City of Renton
Prepared for:
Conner Homes
846 108"' Avenue NE
Bellevue, Washington 98004
Issued January 12, 2006
Revised September 19, 2006
Prepared By:
Kristen Anderson, E.I.T.
Reviewed By:
Michael A. Moody, P.E.
September 19, 2006
Job #03-185 ARLAD
DEVELOPMENT PLANNING
CITY OF 9ENTON
NOV 2 9 2006
RECLINED
EXPIRES: 3119ro8
Shy Creek - Level 1 Downstream Analysis
Table of Contents
1 Task 1 Study Area Definition and Maps......................................................1-1
1.1
1.2
Introduction......................................................................................................................
Study Area........................................................................................................................
1-1
1.2
2 Task
2: Resource Review.............................................................................
2-1
2.1
2.2
Sensitive Areas Folio......................................................................................................
King County Basin Reconnaissance Program.............................................................
2.1
2.1
2.3
Solis Survey for the King County Area.........................................................................
2.1
2.4
King County Community Planning Area.......................................................................
2-2
2.5
Geotechnical Investigation .............................................................................................2.2
2.6
Federal Emergency Management Agency(FEMA).......................................................
2.2
2.7
King County Wetland inventory .....................................................................................
2-2
3 Task 3 & 4 Field Inspection & Drainage System ......................................... 3-1
Description and Problem Descriptions..............................................................
3-1
3.1
Existing Site Conditions.......................................................................................................
3-1
3.1
Qnsite Drainage...............................................................................................................
3.1
3.2
Upstream Basin...............................................................................................................
3.1
3.3
Downstream Drainage Description................................................................................
3.4
3.4
Downstream Drainage Problems...................................................................................
3.4
! 4 Task 5: Mitigation of Existing or Potential Problems.................................4-1
4.1 Drainage Concept............................................................................................................ 4-1
4.2 Specific Problem Mitigation........................................................................................... 4-1
Appendix.................................................................................................................. A
List of Figures
Section 1
T1R Worksheet
Section 2
Sensitive Areas Maps
U.S. SCS Soils Map
Soils Survey Legend
King County Communtly Planning Areas
Newcastle Area Zoning Map
King County Drainage Basins Map
King County Parcel Viewer Map
King County iMap 1 Mile Radius
Aerial Photo
FEMA 100-year Floodplain Map
Table 3.2.2E (1998 KCSWDM)
Section 3
KCRTS Documentation — Upstream Basin Analysis
Upstream Tributary Exhibit
North Onsite Existing Conditions Exhibit
South Onsite Existing Conditions Exhibit
Shy Creek Downstream path iMAP
KC WLRD Complaint Search List
Complaint Map
KC WLRD Complaints Received
Topozone Topographic Exhibit
Section 4
Off --Site Analysis Drainage System Table
j Developed Conditions Exhibit
September 19, 2006
Job #03-185 `
TRIAD
Shy Creek - Level 1 Downstream Analysis
1 Task 1 Study Area Definition and Maps
1.1 Introduction
The project proposes to create 61 single-family lots including open space, recreation and
detention tracts on a 16.14 acre property. The site is bounded north -south by NE 2nd Street
(a.k.a. SE 132nd Street) and SE 2nd Street (a.k.a. SE 136th Street), and east -west by 142"d
Avenue SE and 144a` Avenue SE (a.k.a. Jericho Avenue). In general, the site lies within
Section 15, Township 23 North, Range 5 East, W.M., King County, Washington. The
location of this site is within the recently annexed portion of the City of Renton. The Vicinity
Map below shows the general location of the site. This Level 1 Downstream Analysis
describes drainage to and from the site per Tasks 1-5 (Page 2-10 through 2-13) of the 1998
King County Surface Water Design Manual (KCSWDM).
Vicinity Map
Not to Seale
October 25, 2005 A
Page 1-1
Job #03-185 S OC14TE9
4
Shy Greek - Level 1 Downstream Analysis
A downstream site visit was performed on August 24, 2005, to observe the upstream and
downstream drainage conditions. The following analysis is based on this site visit and
related research of available records.
1.2 Study Area
The study area, per Tasks 1 & 2 (Definition, Maps and Resource Review), will extend up to 1
mile downstream of the site. A one mile radius from the site is shown on the King County
i" (printed 6/16/05) available at the end of this section. The general shape and
corresponing parcel numbers can be viewed on the King County Parcel Viewer Map located
at the end of this section. The site is nearly rectangular in shape, excluding an irregular shape
in the northeast corner containing parcels 0847100105, 0847100106, and 0847100107. The
proposed site includes three separate parcels, 0847100108, 0847100115, and 0847100140,
The upstream offsite basin is approximately 252 acres composed of areas that are east and
north of the site. As required, the upstream limit goes far enough to preclude any backwater
effects from this project. Onsite runoff that is north of the creek flows southwest as evident
by the site's topography. The south half of the site contains some runoff that flows to the
west and some runoff that flows to the east. All onsite runoff sheet flows to the onsite creek
and is released to the natural drainage path commonly called Maplewood Creek that leads to
the Cedar River. Please see the aerial photo at the end of this section. The downstream offsite
analysis extends to the Maplewood Creek beyond 148h Avenue SE and SE 142"d St. Per
Tasks 3, 4, and 5, the downstream study area is only required to extend to the quarter -mile
point located within the Maplewood Creek (as shown on the North and South Onsite Existing
Conditions Exhibits (available at the end of section 2) or a location where the project site area
is less than 15% of total tributary drainage area to the quarter -mile point.
October25, 2005 Page 1-2
Job #03-185TRIAD
ASSOCIAT S
U
King County Department of Development and Environmental Services
TECHNICAL INFORMATION REPORT (TIR) WORKSHEET
=k a ,14E
.
Project Owner:
Conner Homes Com an
Address:
848-108th Ave NE
Suite 202
Bellevue WA 98004
Phone: 425 455-9280
Project Engineer: Micheal A. Moody, P.E
Company: Triad Assogiates
Address/Phone: 425 82i-8448
X
Subdivison
❑
Short Subdivision
❑
Grading
❑
Commercial
❑
Other
Part 2 PROMtvT LO�;�Tib"
AND QEROT IG ..
Project Name: Shy Creek
Location:
Township: 23 N
Range: 5 E
Section: 15
Part4 OTWER REVIEWS AND PERMITS ,
❑
DFW HPA
❑
COE 404
❑
DOE Dam Safety
❑
FEMA Floodplain
X
COE Wetlands
Pa015' SITE OIIAMUNITY AND DRAINAGE BASIN
Community:
Newcastle
Drainage Basin:
Lower Cedar River River Sub -basin of Cedar River Sub -basin
❑ Shoreline Management
❑ Rockery
❑ Structural Vaults
❑ Other
Part 13 ! SITE. CHARACTERISTICS
❑
River
❑
Floodplain
x,
Wetlands
j(
Stream
❑
Seeps/Springs
❑
Critical Stream Reach
❑
Groundwater
High Table
❑
Depressions/Swales
❑
Recharge
Groundwater
❑
Lake
❑
Other
❑
Steep Slopes
Part 7 SOILS
Soil Type Slopes
AqC 2-15
Erosion Potential Erosive Velcoties
�l
❑ Additional Sheets Attached
IIVIIITATIQNS
,,.
. r o�1
REFERENCE LIMITATION/SITE CONSTRAINT
❑ Ch. 4 — Downstream Analysis
El
❑ Additional Sheets Attached
Part 9 REQUIREMI=NTS
MINIMUM ESC REQUIREMENTS
MINIMUM ESC REQUIREMENTS
DURING CONSTRUCTION
AFTER CONSTRUCTION
X
Sedimentation Facilities
x
Stabilize Exposed Surface
X
Stabilized Construction Entrance
Remove and Restore Temporary ESC Facilities
X
Perimeter Runoff Control
X
Clean and Remove All Silt and Debris
X
Clearing and Graing Restrictions
Ensure Operation of Permanent Facilities
X
Cover Practices
Flag Limits of SAO and open space
X
Construction Sequence
preservation areas
❑
Other
X
Other
U
Y
l
❑
Grass Lined
❑
Tank„
❑
Infiltration
Method of Analysis
Channel
El
Vault
❑
Depression
KCRTS Level 2
x
Pipe System
❑
Compensation/Mitigation
❑
Energy
❑
Flow Dispersal
of Eliminated Site
Open Channel
Dissapator
❑
Storage
❑
Dry Pond
❑
Wetland
Waiver
❑
Regional
X
Wet Pond
❑
Stream
Detention
Brief Description of System Operation:
Level 2 KCRTS detention pond with basic water quality wefpond.
Facility Related Site Limitations
Reference Facility Limitation
Part i i . STRU - TUkAL ANALYSIS
❑ Cast in Place Vault
❑ Retaining Wall
❑ Rockery > 4' High
❑ Structural on Steep Slope
❑ Other
JPart 12. EASEMENTS/.TR3ACTS-,'
X Drainage Easement
❑ Access Easement
❑ Native Growth Protection Easement
X, Tract
❑ Other
Part 13.:SIGNATURE pF PROFESSIONAL ENGINEER
I or a civil engineer under my supervision my supervision have visited the site. Actual site
conditions as observed were incorporated into this worksheet and the attachments. To the best of
my knowledge the information provided here is accurate.
q l l q /Z015 G,
Shy Creek - Level 1 Downstream Analysis
2 Task 2: Resource Review
Available maps and resources included for the following Resource Review are:
Sensitive Areas Folio
Lower Cedar River Basin Map
King County Basin Reconnaissance Program
King County Soils Survey
King County Community Planning Areas (May 1985)
Geotechnical Investigation
FEMA 100-year Floodplain Map (September 12, 1978)
King County Wetlands Inventory
Drainage Complaints on file at King County Records Division
Other Offsite Analysis Reports (more specifically, Sienna Level 1 Downstream Analysis -
dated 8/1/2001 and Shamrock Level 1 Downstream Analysis -dated 5/26/2004.
2.1 Sensitive Areas Folio
Maps from the King County Sensitive Areas Folio (December 1990) show that the site is not
in a sensitive area with regard to seismic hazards, coal mine hazards, erosion hazards,
wetlands or 100-year floodplains, However, the 100-year floodplain for the onsite stream
has been modeled using HEC-RAS by Montgomery Water Group. Please see the included
report (dated January 11, 2006) at the end of Section 4. The stream currently does not
contain salmonid.
2.2 Ring County Basin Reconnaissance Program
According to the King County Basin Reconnaissance Program Summary (Vol. 2), the site is
located within the Lower Cedar River Sub -basin of the Cedar River Drainage Basin (see
King County Drainage Basins Map located at the end of this section).
2.3 Soils Survey for the King County Area
According to the King County Soils Survey Map and Legend available at the end of this
section, the majority of the site is underlain with Alderwood soils (AgC). Table 3.2.2.13 (See
September 19, 2006 IT�� Page 2-1
Job No. 03-185
S SPCIAT ES
Shy Creek - Level 1 Downstream Analysis
end of Section 2) of the 1998 KCSWDM classifies this type of soil in the SCS Hydrologic
Soil Group C.
2.4 King County Community Planning Area
The site is located within the Newcastle Community Planning Area as shown on the
delineation of King County Community Planning Areas.
2.5 Geotechnical Investigation
No Geotechnical investigations have been completed at this time.
2.6 Federal Emergency Management Agency (FEMA)
According to the FEMA Map #530071 0350 A (dated September 29, 1978) the site is not
located within a 100-year floodplain. However, a 100-year floodplain for the onsite stream
has been delineated by Montgomery Water Group and is included at the end of Section 4 of
this report.
2.7 King County Wetland Inventory
ij According to the King County Wetlands Inventory Maps there are no wetlands located
onsite.
September 19, 2006 Page 2-2
Job No. 03-185
S STRIAD
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Map
symbol
AgB
AgC
AgD
AkF
AmB
AmC
An
Bec
Bell)
BeF
Bin
Br
Bu
Cb
Ea
Ev6
EVC
EvD
EwC
InA
InC
Ina
ApB
' iKpC
KpD
Me
NeC
Ng
Nk
No
Or
Os
Ovc
OvD
OvF
Pc
PITS
Pk
Pu
Py
RaC
R aD
RdC
Rdi=
Re
Rh
Sh
Sk
Map Unit Legend
King County Area, Washington
Map unit name
Alderwood gravelly sandy loam, 0 to 6 percent slopes
Alderwood gravelly sandy loam, 6 to 15 percent slopes
Alderwood gravelly sandy loam, 15 to 30 percent slopes
Alderwood and Kilsap soils, very steep
Arents, Aldermod material, 0 to 6 percent slopes
Arents, Alderwood material, 6 to 15 percent slopes
Arents, Everett materlal
Beausite gravelly sandy loam, 6 to 15 percent slopes
Beausite gravelly sandy loam, 15 to 30 percent slopes
Beausile gravelly sandy loam, 40 to 75 percent slopes
Bellkrgham slit loam
Briscot silt loam
Buckley silt loam
Coastal beaches
Eartmont silt loam
Everett gravelly sandy loam, 0 to 5 percent slopes
Everett gravelly sandy loam, 5 to 15 percent slopes
Everett gravelly sandy loam, 15 to 30 percent slopes
Everett-Alderwood gravelly sandy looms, 6 to 15 percent slopes
Indianola loamy fine sand, 0 to 4 percent slopes
Indianola loamy fine sand, 4 to 15 percent slopes
Indianola loamy fine sand, 15 to 30 percent slopes
Kltsap sill loam, 2 to B percent slopes
Kitsap silt loam, B to 15 percent slopes
Kitsap slit loam, 15 to 30 percent slopes
Mixed alluvial land
Nellton very gravelly loamy sand, 2 to 15 percent slopes
Newberg silt loam
Nooksack sill loam
Norma sandy loam
Orcas peat
oridie sill loam
Ovall gravelly loam, 0 to 15 percent slopes
Ovall gravelly loam, 15 to 25 percent slopes
Ovall gravelly loam, 40 to 75 percent slopes
Pilchuck loamy fine sand
Pits
Pilchuck flne sandy loam
Puget silty clay loam
Puyallup fine sandy loam
Ragnar fine sandy loam, 6 to 15 percent slopes
Ragnar fine sandy loam, 15 to 25 percent slopes
Ragnar-Indianola association, sloping
Ragnar-Indianola association, moderately steep
Renton slit loam
Riverwash
Sammamish silt loam
Seattle muck
Shalcar muck
'USA Natural Resources Tabular Data Version: 1
conservation Service Tabular Data Version Date: 0912112004
Page 1 of 2
Map
symbol
Sn
So
Sr
Su
Tu
Ur
W
Wo
Map Unit Legend
King County Area, Washington
Map unit name
SI silt loam
Snohomish silt loam
Snohomish silt loam, thick surface variant
Sultan sill loam
Tukwila muck
Urban land
Water
Woodinville silt loam
Natural Resources
Tabular Dala Version: 7
Conservation Service Tabular Data Version Date: 09121120G4
Page 2 of 2
King County: Parcel Viewer map frame
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Page 1 of 1
he information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice.
King County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use or such
Information. King County shall not be liable for any general, special, inrfirecl, incidental, or consequenlral damages including, but not limited W.
lost revenues or lost profits resulting from the use or misuse of she inforrnation contained on this map. Any sale of this map or information on
his map is orohibited except by written permission of Kina County.
ISing f,oinLy. I QaQ. '•nler I fw* I SQrvir.Q� i . _ominar is i awO
By visiting this and other King County web pages, you exi)ressiy agree to be bound by terms and conditions of the site. "i he pelaila.
TerraServer Image Courtesy of the USGS Page 1 of 1
Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape
u - 'zoom W '20oyd
f —}r
Image courtesy of the,'°. Geological Survey
+, (� 2004 Microsoft Corporation. Terms of Use Privacy Statement
http-//terrascrver.microsoft.com/Printlmage.aspx?T=4&S=l 1&Z=10&X=1408&Y=I 3146& ... 9/2/2045
IJ
This map Is for flood Insurance purposes only; It does not neces-
!arilt show all areas subject to flooding In the community or
all plan Imetric features outside special flood hazard areas.
For adjoining map panels, see separately printed index To Map
Panels.
For tscriptlon of Elevation Reference Marks, see panel 530071
017JA
INITIAL IDENTIFICATION
JANUARY 17, 1975
CONVERSION TO REGULAR PROGRAM
SEPTEMsER 29, 1979 .
I
Refer to the CONVERSION TO REGULAR PROGRAM date
shown on this map to determine when actuarial rates apply to
structures in [he cones where eIrvalions or depths have been
established.
To determine it Ilood insurance is available in this community,
conttict your insurance agent, or tali the National Flood Insur-
ance Program, at (800) 638-6620, or (900) 424-8872.
APPROXIMATE SCALE
2000 O 20M FEET
t. !
iv
L
ZONE
A5
Coalfield
ZONE A
_
P
zonrE a �— a
r r�
NATIONAL FLORO INSURANCE PROGRAM
FLOOD INSURANCE RATE MAP
KING COUNTY,
WASHINGTON
(UNINCORPORATED AREAS)
COMMUNITY -PANEL NUMBER
530071 0350 A
PAGE 350 OF 650
MEE MAP INDEX FOR PAGES NOT PRINTED)
EFFECTIVE
SEPTEMBE R 29, 1978
I
e
U.S. DEPARTMENT OF HOUSING
AND URBAN DEVELOPMENT
t FEDERAL INSURANCE ADMINtSTRAT'ION
3.2.2 KCRTS/RUNOFF FILES METHOD —GENERATING TIME SERIES
TABLE-12,2.B EQUIVALENCE BETWEEN SC9 WiL TYPES ANQ;KCi?~TS SOIJ, TYPES
SCS Soil Type SCS KCRTS Soil Notes
Hydrologic Group
Soil Group
Alderwood (AuB, AqC, AgD) C Till
Arents, Alderwood Material AmB, AmC)
C
Till
Arents, Everett Material An)
B
Outwash
1
Beausite LBeC, BeD, BeF
C
Till
2
Bellin ham El
D
Till
3
Briscot Br
D
Till
3
Buckley 13u
D
Till
4
Eartmont Ea
D
Till
3
Ed ewick Ed
C
Till
3
Everett Ev13, EvC, EvD, EwC
A/B
Outwash
1
Indianola(InC, InA, 1nD)
A
Outwash
1
Kitsa KpB, K C, K D)
C
Till
Klaus KsC
C
Outwash
1
Neilton NeC
A
Outwash
1
Newberg (Ng)
B
Till
3
Nooksack (Nk)
C
Till
3
Norma (No)
D
Till
3
Orcas Or
D
Wetland
Oridia Os
D
Till
3
Ovail OvC, OvD, OvF
C
Till
2
Pilchuck (Pc)
C
Till
3
Puget Pu
D
Till
3
Puyallup P
B
Till
3
Ra nar RaC, RaD, RaC, RaE
B
Outwash
1
Renton Re
D
Till
3
Salal (Sa)
C
Till
3
Sammamish Sh
D
Till
3
Seattle (Skj
D
Wetland
Shalcar Sm
D
Till
3
Si Sn
C
Till
3
Snohomish So, Sr
D
Till
3
Sultan Su
C
TIII
3
Tukwila u
D
Till
3
Woodinville Wo D Till 3
Notes:
1_ Where outwash soils are saturated or underlain at shallow depth (<5 feet) by glacial till, they should
be treated as till soils.
2. These are bedrock soils, but calibration of HSPF by King County DNRP shows bedrock soils to
have similar hydrologic response to till soils.
3. These are alluvial soils, some of which are underlain by glacial till or have a seasonally high water
table. In the absence of detailed study, these soils should be treated as till soils.
4. Buckley soils are formed on the low-parmeability Osceola mudtlow. Hydrologic response is
assumed to be similar to that of till soils
2005 Surface Water Design Manual �l74nnnc
� ,r
Shy Creek - Level 1 Downstream Analysis
3 Task 3 & 4 Field Inspection & Drainage System
- Description and Problem Descriptions
The following analysis is based on the August 24, 2005 site visit and related research of
available records. Refer to the Upstream Tributary Exhibit located at the end of this section
to aid in the following summary of the upstream drainage system.
3.1 Existing Site Conditions
Refer to the North and South onsite Existing Conditions Exhibits located at the end of this
section to aid in the following description. Per survey data, the highest onsite elevation is 412
feet in northeast corner. Slopes are generally 1-3% but reach a maximum of 11% near the
west property line in the middle of the site and 15% at the southwest corner of the site. Most
of the site is fenced around the outside. There are two asphalt driveways off 144th Avenue
SE that lead to existing houses, barns and sheds on the south half of the site. The site contains
trees along the exterior edges. The central portion of the site is pastured. Survey data shows
some deciduous and evergreen trees clustered along parts of the stream bank. Few trees exist
on the northern edge of the site. Historical aerial photos (1936) show this site as partially
forested.
3.1 onsite Drainage
All onsite drainage flows is within one drainage basin for the entire site. Runoff on the north
side of the site sheet flows to southeast and into the stream. This flow is visually depicted on
the North Qnsite Existing Conditions Exhibit. The drainage on the south side of the site sheet
flows to the stream as seen on the South Qnsite Existing Conditions Exhibit. Southern onsite
runoff flows west entering the stream near the downstream end. The ditch along 144 Avenue
SE does not collect runoff from this site. The ditch along 142nd collects onsite runoff from
Maplewood Creek running through the site.
3.2 Upstream Basin
The site receives significant offsite runoff from an approximately 184.5 acre upstream basin.
The upstream basin is to the north and east of the site with runoff entering the site at the east
boundary, Jericho Avenue SE, where the onsite stream begins. All of Jericho Avenue SE
September 19, 2006
Job No. 03-185 7�T
.1530T
Page 3-1
Shy Creek - Level 1 Downstream Analysis
roadway to the south of the onsite creek bypasses the onsite portion of the stream. The runoff
flows to the south and then west along SE 2A Place through ditches and tighline systems. At
-'� Hoquiam Avenue SE, the flow joins Maplewood Creek at the same location as the onsite
stream. Roadway drainage north of the creek entrance is assimilated into the onsite stream
system. A roadside drainage ditch along Hoquiarn Avenue SE joins the onsite creek. The
joined system parallels the road and is released at Maplewood Creek. An Upstream Tributary
Exhibit is available at the end of this section.
The Floodplain Analysis, dated August 31, 2006 by Montgomery Water Group and
supplemented by the Compensatory Storage Calculation Memorandum, dated September 15
used an upstream tributary flow to the onsite stream of 81 cfs in the 100-year condition.
These flows were calculated using KCRTS and is described below. The Shamrock Level 1
Downstream Analysis is available in the Appendix for further review.
The Upstream Tributary Exhibit, located at the end of this section, illustrates the 184.5 acres
of upstream area included in the analysis. Conservative land use assumptions were used in
the analysis of the upstream basin as part of the Shamrock report. The only change to this
analysis is the known release rates from the recently built Sienna project located
approximately 600 feet northeast of the site. The Sienna project is a 15.94 acre subdivision
with a stormwater management facility. Since the release rates from this project are known,
the 15.94 acres was removed from the KCRTS analysis. The 100-year release rates from the
Sienna project were then added to the calculated flows.
A summary of the upstream basin analysis is as follows:
Upstream North:
136.47 acres
Impervious
Lots, Roads, etc.
29.89 acres
Wetlands
4.81 acres
Pervious
Forest
59.92 acres
Pasture
9,76 acres
Grass, Planters etc.
32.09 acres
September 19, 2006 Page 3-2
Job No. 03-185 �T]RIAD
I ASSOC {AT ES
Shy Creek - Level 1 Downstream Analysis
Upstream East: 32.10 acres
Impervious
Lots, Roads, etc. 8.06 acres
Pervious
Forest 16.83 acres
Grass, Planter etc. 7.21 acres
Sienna (portion of Upstream East): 15.94 acres
Impervious
Lots, Roads, etc. 9.58 acres
Pervious
Grass, Planters,_ etc. 6.36 acres
Total Upstream Tributary Area 184.51 acres
The peak analysis, with 15 minute time steps, for the upstream tributary area (excluding
Sienna) is shown below:
Flow Frequency Analysis
Time Series File:Shy_Creek_upstream.tsf
Project Location:5ea-Tac
---Annual
Peak
Flow Rates ---
Flow Rate
Rank
Time of
Peak
(CF5)
21.79
6
2/09/01
12:30
25.30
7
1/05/02
15:00
47.08
2
12/08/02
17:15
14.56
8
8/23/04
14:30
28.10
3
11/17/04
5:00
23.04
5
10/27/05
10:45
25.91
4
10/25/06
22:45
72.74
1
1/09/08
6:30
Computed Peaks
-----Flow Frequency Analysis-------
- - Peaks -
- Rank
Return
Prob
(CFS)
Period
72.74
1
100.00
0.990
47.08
2
25.00
0.960
28.10
3
10.00
0.900
25.91
4
5.00
0.800
23.04
5
3.00
0.667
21.79
6
2.00
0.500
15.30
7
1.30
0.231
14.56
8
1.10
0.091
64.19
50.00
0.980
The following is an excerpt from the Shamrock Level 1 Downstream Analysis (included "in
the Appendix):
"An additional 7.81 cfs from the 100-year outflow of the detention pond from the City of
Renton approved project of Sienna was added at CB 4... "
September 19, 2006
Job No. 03-185
�T :sRIAD
Page 3-3
Shy Creek - Level 1 Downstream Analysis
Therefore, the following is the calculated 100-year flow tributary to the onsite stream inlet:
4nsite Stream Tributary Flow Calculation;
Upstream Tributary Area (excluding Sienna)
100-year flow rate 72.74 cfs
Sienna
100-year release rate _ _ 7.81 cfs
Total Upstream Tributary Flow 80.55 cfs
3.3 Downstream Drainage Description
Upstream tightlined flow is joined by a westward -flowing culvert underneath 1440` Avenue
SE and continues through the site to the west and then south as an open channel. Qnsite
flows are incorporated into the stream. The stream enters a 42" culvert which flows to the
south and under the intersection of SE 136th Street and 142nd Avenue SE, exiting on the
south side of SE 136th Street into Maplewood Creek. Maplewood Creek meanders south and
west as shown on the Topozone Topographic Exhibit until reaching the outfal] into Cedar
River approximately 1.3 miles downstream of the site. At the time of the site visit the
Maplewood Creek swale was dry. At the 42-inch culvert the creek is a broad swale
(approximately 20 feet wide and ten feet deep). The swale's width and depth increase as it
nears the Cedar River. Maplewood Creek is more accurately described as a ravine as the
drainage path travels south.
3.4 Downstream Drainage Problems
A map and list of drainage complaints registered with King County Water and Land
Resources is included at the end of this section. None of the drainage complaints were within
1 mile downstream of the site. Complaint (1) is regarding increased runoff or flooding at
residence(s) from upstream diversion or development. Complaint (2) is regarding a flooded
yard and water that is blocked by the road, Jones Place SE that acts as a berm instead of
allowing drainage to flow underneath through a culvert. This residence is not downstream of
the site. Complaints (3), (4) and (5) are from citizens who were concerned about potential
flooding from a future development and changing conditions upstream of their residence.
Complaint (6) is from basement flooding at the Cedar River. Complaint (7) is over one mile
September 19, 2006 / Page 3-4
Job No. 03-185 / TRJAD
ASS OC]AT ES
Shy Creek - Level 1 Downstream Analysis
away and outside of our analysis limits. Complaint (8) is regarding a damaged culvert
blocked by debris and the possible future overflow and flooding of a nearby residence.
Complaint (14) is regarding basement flooding and is not downstream of the site. Complaint
(12) is regarding runoff in a yard created by a sub -standard driveway. It is also not
downstream of our site. Complaints (13) and (14) are regarding excessive runoff and
flooding believed to begin at the nearby Martin Luther King Church. It is not downstream of
the site. Complaint (15) is regarding a pond that was partially blocked and has since been
maintained. This pond is indirectly upstream of the site. Complaint (16) is from, flooding on
149th Place SE from pond overflow exiting the emergency overflow spillway. This area is
also not downstream of our site.
Ater investigation, there are no expected adverse impacts to the areas mentioned in these
complaints. The downstream complaints discussed in this section were all located within I
mile of our site. However, they are not located directly downstream of our site, and are
therefore not further aggravated by the proposed development.
September 19, 2006 Page 3-5
Job No. 03-185
AASRJAD
vw_� .
shy_creek-upstream.exc
KCRTS Program...File Directory:
C:\KC_SWDM\KC-DATA\
[C] CREATE a new Time series
ST
76.75
9.76
39.30
0.00
0.00
0.00
4.81
37.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
shy_Creekupstream.tsf
T
1.00000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
0.000000
F
[T] Enter the Analysis TOOLS Module
[P] Compute PEAKS and Flow Frequencies
shy_creek-upstream.tsf
Sh _Creek-upstream.pks
[R RETURN to Previous Menu
Till Forest
Till Pasture
Till Grass
Dutwash Forest
Outwash Pasture
outwash Grass
Wetland
impervious
Page 1
Shy_Creek—upstream.pks
Flow Frequency Analysis
Time series
File:shy_creek_upstream.tsf
Project
Location:Sea-Tac
---Annual
Peak
Flow Rates---
-----Flow
Frequency
Analysis-------
FlowRate
Rank
Time of Peak
- - Peaks
- - Rank
Return
Prob
(CFS)
(CF5)
Period.
21.79
6
2/09/01 12:30
72.74
1
100.00
0.990
15.30
7
1/05/02 15:00
47.08
2
25.00
0.960
47.08
2
12/08/02 17:15
28.10
3
10.00
0.900
14.56
8
8/23/04 14:30
25.91
4
5.00
0.800
28.10
3
11/17/04 5:00
23.04
5
3.00
0.667
23.04
5
10/27/05 10:45
21.79
6
2.00
0.500
25.91
4
10/25/06 22:45
15.30
7
1.30
0.231
72.74
1
1/09/08 6:30
14.56
8
1.10
0.091
Computed
Peaks
64.19
50.00
0.980
Page 1
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King County
SHY CREEK Vo WNS-r-RFAM PalrH -1 MAP
J N
ti 1 1 � � + l }�„'•.�� t i �, "L }tit 5 �- 1�✓ �1 � C. ��, �� rev' t � .
•y NE 2NU
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JCi:00KinVCvun{y,
Legend
* C^lintyB']untlar'y L •�
Leks'_ and �r�_ R
Slleal Streams 'c; a f.n ll�usf iirin
WL RD L"Iimiri2l mig rut un I}a z.ard
Inutirpcualed Area Area_
Fish al id Dilclf
r
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lfG��i f :: r{
s.. I
� son I v'r'�aifa,r_I
r:_r., .,, 1,,,
La r:.l,haa I+;l:'•I 1 U-
The )nfornlalion included on Ihis mat) has been compiled by King County sl>,ff Irom a variely of sn(rrCes a0d is Subject to change wilh01.11 notice
King County makes n0 reprospwal ions or warranlles, express or i,lipNcr d. ds Iq flG!-.Ur'r1Cy. ccinple.iellcss. timeliness, or rights If) the use 01 Such
Infornn@lion- King County shali not be liable for any general. Special, In[LreN lni ,*,.Thai, or Conse(IUenlfat dall og BS Ir1Ff(iclmg, but not limited to,
IOSI I'e Venues or loss profits resulting from the use or misuse of Il1C' I11fQflTlallC)rl cn+'Iawncl oil Ihis wap. Any sMe of INN mat) or infcgmatlon oil
his map is prohibited except b written )armission of King County.
Kincl Ccnnoty I GIS Corder Nov,v S! r:-I;r , Comill(!Ilts I Senrr.h
� _.• By vi5iling Ihis rll)(.I nll)t°r Klocl CnUnly wr..l.1 pB�ES. you taxt)nrssl; aflrnr, ;�1 I,�. 11f,lln(l iry lcrnis e111d r:rmc.liliom, a!€ illy Sit(". 11)[,• (Ir91;.1y1.,
Atilt. %A0 .Illlltll�.(.:'fl�
KCWLRD Complaint List
Rec
Complaint
PADD
No
Status
Problem
Type
Rec Date
TB
PADD
PADD 1
SUF
PIN
NTB
1
2000-0473
11800
148TH AVE
SE
2
Wed Aug 2 17:00:00
DVVALL AVE
2000-0552
CLOSED
DDM
C
PDT 2000
6501
NE APT G714
2323059180
656J4
3
Mon Aug 28 17:00:00
2000-0597
CLOSED
DCA
C
PDT 2000
14100
132ND ST*
1523059217
656H2
4
Sun Dec 3 16:00:00
2000-0731
CLOSED
WQD
WQE
PST 2000
14210
149TH PL
SE
1072000430
657A3
5
Sun Oct 29 16:00:00
2000-0731
CLOSED
MMG
FCR
PST 2000
14210
149TH PL
SE
1072000430
657A3
6
Sun Mar 18 16:00:00
2001-0127
CLOSED
ERQ
R
PST 2001
14636
JONES PL
2223059069
656J4
7�Ic3t
MILL
2001-0333
18100
244 AVE
SE
8
Thu Aug 23 17:00:00
2001-0508
CLOSED
DDM
C
PDT 2001
13803
144TH ST
5127000060
656143
9
Fri Nov 16 16:00:00
2001-0508
CLOSED
DDM
R
PST 2001
13803
144TH ST
5127000060
656H3
10
Sun Dec 23 16:00:00
2001-0805
CLOSED
MMF
R
PST 2001
14005
149TH PL
1072030540
657A3
11
Mon Jan 716:00:00
2002-0013
CLOSED
DLE
C
PST 2002
14223
146TH ST
5127000930
656.14
12
Mon Jan 14 16:00:00
2002-0032
CLOSED
DTA
C
PST 2002
13615
156TH AVE SE
1463400047
657A2
13
Tue Feb 416:00:00
2003-0134
CLOSED
MNM
FCR
PST 2003
14005
149TH PL SE
1072030540
657A3
14
2003-0702
13611
SE 121 ST ST
15
Mon Nov 17 16:00:00
2003-0821
CLOSED
MNM
FCR
PST 2003
13812
121ST
1437650270
626H7
16
Nov 18 16:0Q00
2003-0845
CLOSED
MNM
ITue
FCR
PST 2003
14920
139TH PL
1072030540
656J3
Map output
King County
By visiling this and other King County web pages, you expressly agree to be bound by terms and conditions of the site The details.
Page i of 1
r�
AF'R.28.2005 3-.34PM KING CO. WLR6
.-)
Co tsi d ReSotirceS (MM PLvj§j2U
201 S Jackson St, Suite 600
Seatde, WA. 98104-3855
FAX
NO. 2261 R. 1
1
Number of pages•including cover sheet;
Froma. Cindy. jp&L1Vn�
Stormwater Services 5e 'on
Phone: 206-2 64900
Fax Number. 2Q_!�-296-0192
O TAT E L 1 AL,YS1S NO -. t. We -do not send copies of certain
complaint types that are not relevant such as BC:W, FI, FUR, FM and W QA, and
we do not. send CL and LS types. See key beiovr. Type S 1, S2 and S3 will not be
faxed due to size constraints.
The following
is a list of complaint types received by the Water -and Land Resources Stormweter -
Setvlces Section. Complaint numb= begimiing prior to 1.990-)CM have been archived and are no
longer in our possession. They can still be retrieved, ifrtecesmy, butwill take additional time and may
-not be beneficial to your research due to their age, development vhleh leas oeetirred, etc, if you are
interested in rtrviewing the actual comphArlts, they cau be pullyd (time pwzitfing) for your review.
Copies can be
obtained for $ AS per page,
and $2.00 per paIge.folr plans.
Kai;
Q. d lny"haattan
fe of rrohl2yk
C
Ma Regacat
DCA Dmt1opmaatf0uastruotlon
BCW
Busmess'for aeon Watw
DIM Diem p-Misxilanem
CC?
ft�rsLponse to iu mvy -
DES Daina ge -DrosFo�ajd�SecEimenta�an .
•Cj
Vldm
ME Dr kLW-L1ud61WdHartb MovamtM
13H
zwkcamcat on Hold
DTA Drainage TochnlcW AssistaAec
DR
Daft wmcat lReAm
NQ Djakoge - ctawmi Tnquiry
V0CYCR,PC5
pwffity Complaints
MMA Maintensatoe - Aesthetics
R
SWMFu?aquiry
IMF MaiaRs we-ffoodiag
M
SWM 1?ve Review
NWO Maintnaance - C3en"
FIEF
SWM FM on Hold
Malulrmance - Mowing
'
•iS -
LAWSuit
hiNM MalntLuaace-Needs Maintenance
1t71.
PaMityBUSiaosaia RtAew
lveNw Mttinien NQA0M Weeds
NDA
ideighboriwod]hainageAssistme
SWF , SWMFceQuostlone
WQC
waterQtWitycpmpiaiot
WQBWawQu4ty-But LonagemcntPractices
WQi=
WQD Wow Quality - Dumplpg
WQF.
Water QnailtyP nginesriag Rwim
WQl Water Q4a[itY- Ruit Cotutection
WQA
W4trr Quality Audit
MM SHIM Fue Remcom mew
WQo
water QWWty - outer
MT 9WM Fit -Grant
S1,52,SN)
2,g1ne dn&S*Uwics
NWD SWMPoe-NcwDlsoaoat
*Subjcet to Public Djsdoe4m mgnir=Mtw 1. Raotipt OfvldWm rgga for d0uumft43 2. Ravivw cad approv4 by kms wftg Attorneys ofec
ANH. A 2005 3.35FM, KING CO. WLRO — -r- NO- 2261 P. 7 7Y..
•a�'M LUUw.A
XEY XER AxD LAND nD'URms D;`r��i ry
Kv
(�
X&�eivred
NAME. PHOWE,
Apl�TtEsB• .%,� / City
` L4CATION -OF PRUBMf, 1f. DMTREM; :` ' ;#
ea `Per»txFs on { ted : , . dd f Tt (Would Lkkc*To Bp P Settt) •'�� � �
. •'.� .
Hai rP;. Lot•o: ,. ��.�i' , �.;,•
tether ageri�ies'ivoli ' Tla•ld iri �n~ - �• ''
�� ,_,-�:L- •� k-��,�'' ce1 �ip.5 r' 1. r.. ,-ktQIi' ' 'i`4•4r6s, : Azpr
}
• - .' ,ls.7cW/f/.A'1- yi ']. CV Wi{.',l! LZ�'iliGl. ��,,% 1V �%"i. �. r ,, s s 'ASS T•' �T
R s1 1vb` :. , Citi eQ n�fti ed I1` Apo by:: pllfln6 I tter, . in pez'aq '_ +,;' r`' �f''
Lou— Rr
• ''r�!`f`��-?�. , ��j,�'{.,p i�,�.�t..�tZc�1'r-1�r ' '�, ,� 1 fit,
0,ISposftm6g: Tuz 'to Can' / ! •bye ' N er agtionlip. erid�d b duse;; '.
_ Lead a ancy has, been notAmd: 'T ��
Rrobiern has'beea--corrected.. No ,x' hlei has been adeatz�, Prior 3na� sagatitor4 add pro iena:
fA
h iwate Probiem, - MAP ,,will n9founsidor-bemise
. ' ''.1Waterbri inates'ansxt and/�fon n-,1gt$0rjmg parcel.
do/attiiiofl�s outside,�,i�U- c' Area � �tlaer �S�iecify�> ` 5
f. 26. 2M 3: 36PM KING CO. W D N0,2261
f?
KING 6QUNTY WATER AND LAND Mumcm I}MSION
DRAINAdE INVESTIGATION REPORT
Q� INVESMATION REQUEST
nuT .RhA • L���
" I By:
Received firom:
NAME: {
ADDRESS: _____L
LOCAMN OF PROBLEM, IF DrFFERENT: /
Type_
(Day) (a_0_6 (Eve.)
ONE � �. Y -
-.�� _ State Zip „I7
Access Permission Granted a Call First (would Luce To Be Present)
� +t
na"
Plat name: Lot No: BlockNo:
Other
Basin _ Council District J'3' Chaxge No,
BISP'ON4E. Citizen not•Vied on 1 p0 by: phon letter _in person
DTisrosITIQN: 'IUrned to on I I by OR: No further action recommended because:
Lead agency has been notified: 0 &D 19 f,+.J'� — 7-) o f _
problem has been corrected. No problem has been identified_ prior investigation addressees problem:
SEE FILL #
_ private problem - NDAP will not consider because:
Water originates onsite and/or on neighboring parcel.
Location is outside Wl e ,Area. ._ O_ tlker (Specify);
DATE CLOSED: _ �l 16 L dd By:
kM
'A N6 M WLRD
Torkelson, Cindy
From: WLR, Dil
Sent Thursday, August 03, 2000 3:30 PM
To., GeWe:Larty; Whiling, Kelly, Torkelson, Cindy
Subject: FM WLR D11 form Submission
From: dil.wiremetroko-gov[SMTP:DII.WLR@METROKO.GO%I
Sent Thursday, August 03, 2000 4,32,16 PM
To: d#.wlrGMeftkv.gov
Cc, nate.ackstIneornetrokc-gov
5ubj6ct: VVLR D11 form Submission
Auto f6twarded by a Rule
ml
ME S-' G 1 0
nage & Water Quality Problem Deport I-orm
Name:
Lee Firth
E-mail:
IsfirthOote.net
Day Phone:
206-662-1786
Evening Phone:
425-254-9106
Address-
650 Duvall Ave NE Apt G.714
Renton WA 98059
Problem Locabon:(lf different):
Jones Place BE, Renton We. Unicorporated King County.
Problem Type: drainage
Reported Problem Description;
During Fall, Winter, and Spring, water drains across Jones Place and
into the driveway of the residence at 14833 Jones Place SE. This
problem appears to be caused by the road "damming "the natural
drainage coming from my property (parcel 232305918UG�. There was
apparently no provision for a ditch or culvert which quite obviously
would so the problem. I hope this issue can be resolved since I am in
the process of developing this land for my single family residence. The
current file number Is LOOVA007. Please contact me if you have any
questions. Thank you Lee Firth
Anonymous status: Anonyminhy is not required for this submission.
Notification status: Notify b6fore investigating
9/3100
-:--ANH. 1d. 1005 3:36PM KING CO. WLRD NO.2261
ICMG COUNTY WATER AND LAND REsoUk m Dmsioly
DRAINAGE INVESTIGATION REPORT
r� INvESTI(3ATION REQL1FSf
pBLiiM: .V� I ?J �9 �► rc }
Q "
P. 11
Type - (.
Received from: - �
DAME: ! 4P,
�) 1 PHONE Z U
ADDRESS : 1`T ! 0 - - ! -� rr4/ _ _ City d State _ _ zip „ C
LOCATION OF PROBLEM, IP DIF`fiI:1M
Access Permission Granted ® Call First f Would L&e To Be Present) M
JY
gd ,ti sue-
A& 410 Am,�-41 cpt- Iv-'110-e4"
a4 was na ce'4.h"O
C'+u- k,62S jr/f7✓ 41-""
Matname: ��,v, Lot No: Block No:
Other agencies involved; No field xnvestissation equiredD --
%a S T R Parcel No.- Kroll Th-Bros: New
Basin Council District .4), Charge No,
RESPONSE. Citizen notified on G a by: phone letter in person
! p Pl4fir' tJ-0 1),4 V. 0 S 665M0-h s,?ZC 1,Jf5 5-A7'1 SFM-50
CJ r'r �-q Nt S x P/
DIWOSITTON: Turned to
,Lead agency has been notifl,
Problem has been cormoted
on / / by OR: No further action recommended because:
1: DWG- b?ja.1 AL7jVAyS��
No problem bras been identified. Prior investigation addresses problem:
SEE FILE #
Private problem - NDiAP will not consider because:
t fl Water originates onsite and/or on neighboring parcel.
Location is outside VILRD Service Area. -Other (Specify):
)ATt CLOSED:. _7, ! 4P _ / By: � "J
Are. R, 100 J'J6FMKING CO. WLRDERAND LAND RESoRcE81D1M1CN.0. 226'
DRAINAGE INWSTIG.A ION REPORT
iNYLsnoAnoN REQUEST
Type
Received from: _ (Day) (tve)
NAME.'— !/•/ / I_�___� _ PHONE-
AnDRM: � .� cS' ci - state zip
-ftON OF PROBLEM, IF DTFFERMT:
r ,.
ACCeSS PerM1.5.Slon
1/ Call MrSt •LikeTo Be PMent)13
\ --) MQy 1iW,16- Or 6?06 9
Plat name:
Other agencies involved;
Lot No: Bloch No:
No &1d. laves
1/d S T R Parcel Na Doll ,W Th,Hros: New 637t93
Basin k(W Council District -ld.- Charge No.
WESPONS'e, Citizen notified on by: _ phone letter __- in person
DISPOSITION: Turned toY9on 13 / 00 by OR: No further action recommended because:
Lead agency has been notified:
Problem has been corrected. -w No problem has been identified. Prior investigation addresses problem:
SEE FILE 4--
Private problem - NDA,P will not conslder because:
_-._ Water originates onsite and/or on neighboring parcel:
1 � Location is outside WLRD Se ice Area. Other (Specify).
DArJE CLOSJUD: / 0i 20X�21--Byy
UrMy, V , --
1D. 2M 3:36PM KING CO. WLRD
Complaint No. 00-0731
Investigated by: Virgil Pacampara
Y
DETAILS OF INVESTIGATION
Name: Mee Kovacich
Date: November 07, 2000
NO.2261 P. 13
I visited the site on 11/07/00 at 4:00 PM. and went to the residence of &k. Mike Kovacich to inquire about
his complaint. He was not home at tium of the visit but left a yellow card and proceeded to Briar Dills RID
pond (D90669). I notice that some riprap blocked the outfall (CS/CB25 to outfall). I did not see the
inundation at the pond but I observed that the water conveying to the 30" CW outPail (CB24 to outfall) is
light browia/mud color and the water is little low. (photo 01,2). I went back at the site the following day at
1:00 PM and went to Mr. Kovacich residence, still no body home so I continued my investigation. I
noticed float the riprap at the southwest comer of the facility seems to be blocking the runaft' from his
backynd to the stream This may have been contributing to the flooding at the bw1wide residence of Mr.
Kovacich. I still have no contact with Mr. Kovacich but I inspected also the two RJD ponds in their
plat/ vicinity.
I also observed that the water flow at the outfah (C1324 to outfall) has siplficantly increase the volume
since it rait the last few days and the water is still light brown color. I retraced the source of the wafter flow
by opening some of the cat6b basins along the conveyance pipe and checked Visually the pipeline where the
Ught brown colored water came. I noticed that the said water has entcted/ affected the WD pond of facflity
D905I5. The said water (light brown color) had came from the pond that the 13umstead Construction were
emcavatinWcuttmg. They were pumping out/discharpAg dirty water with fire use of a big sump pump and a
6" diameter water hose. (see photo #3A, 3B) from the pond. They were pumping-out/dischargUig the water
to the King County Parks property, (see photo # 4A, 4B2. I also checked the downstream by positioning
myself at the edge of the ravine (along roadside of 154 Place SE, and approximately 0.30 miles from
Lower Cedar River) and looked down to the stream and observed that the water was also light brown color_
Audrew McDonald and I went to the site to verify the exact location of the construction site on 11/09/00 at
1:00 PM. The construetion/projeet site is within the jurisdiction of the City of Renton, but the Burnstead
Contractor is disposing the water to the adjacent King County property and this had affected part of the
drainage system of the un-incorporated Ding County. We walked along the trail of Irving County Pork and
the silt show sign of sheet/charmel flows in some area and it ended/enured into 24" inlet pipe conveyance
at the end road of 148 FL- SE. Silt was found on that site. The City of Renton inspector for the said
construction is Ivii. Steve Pinkhum, He was not available at that time and we left a message with regards to
the complaint We called Sue Clarke through Brian Sleight. And at that tune Andrew McDonald left the
site for his other inspection work.
Eric ofBu stead Construction came over at the comer of loos' Ave. SE, and, SE 136o ST. (few blocks
away from the construction site) and spoke to him about dirty water being discharged in KC Park property.
He immediately talked to his worker to stop the pumpingJdischarging of the water. Sue Clarke arrived at
the site and spoke with Eric Burnsttad Construction, and the three of us drove to the site and walked to the
trail going into the down stream direction. I showed to thcm how fhr the water had travel through the
conveyance pipeline, catch basins and the R/D ponds (D90515 & D90669) including the outfall in Facility
(D90669) leading to the stream/ ravine. The, agreement botween Sue Clarke and the Butnstead contractor is
that " they will clean the affected area ofthe pond (D905IS) and the conveyance pipe bu mediately the
following day. 'That Sue Clarke, Eric (Bumstead) and Mr. Steve Pnnkkhum (City of Renton inspector of the
project) will meet sometirne on Monday (11/13/00).
($EE ATTACHLD FACLZ= SKETCR OF D90515 and D90669)
t
�. ArK, la, M) j: J/PM KING CO. WHO NO. 2261
x%xgq 1Wvv t x rr axis R � RESOURCES DIYIS)(Oir
DRAINAGE INVESTIGATION REPORT
INVMIGATION "QUEST
P. 19�,
Type CJ
JCE1 VB Y: Date: G E M OL ' ar
R.eceived from.
(Day) L 1 .e)
NAME: _ q jd /c24D I L L<,- — -• — PHONE Z7,,r' 7rg�
,ADDRESS: 1463Z .S-6_City j 14/r State Zip �r
LOCATrON OF PROBLEM, IF bI)F RENT:
Access Permission GYanfad [3 Call "St (Would >; &e To Be Present)
L1-frlaSc. ry
4,v/� Gv
C A-14V,64F
p 5-A 17erc?
DisposMON: Turned toy/!}' ;nn 03101 /0� I by fry OR. No further action recommended because:
Lead agency has been notified:
Problem has been corrected. __- No problem has been identified. Prior investigation addresses problem:
Srt, F[LE #
Prlvate problem - NDAP will not consider because
Water originates onsite and/or on neighboritrg parcel•
Qther (Specify):
)ATE CLaSFD. 01 (3_ /0 ( )3y. _ Azalea- crnwll-efrav AP-3/en'/z-1
Arx, 2e, 2oU5 3,31V KING CO. NO, 2261 -P. 20�`-'��
o�ect Located
WI!rta
Project Name:-
S
Targeted Basin?
Project Number:
. ;
yes, []
No
INTACT CRITERIA
POINTS - "D 0, 2, # PROPERTIES FUT. RISK
IMPACT OR 4 FOR SEVE':Y A TEi3 L±D,�2, QR 4) TQT_ALS
Living structure,
finished moor (20 + ) x �_ +
Access (4 + xIle
..
Septic/Well (8 + �) x +
_
Other structure or
crawlspace (4 • + x �1 +
-1.aadscapingiyard/
parldng
Other property/
drains-aa system (0.5 } x —
Zvaw.ra1 resources 3
SUBTOTALL
Tel YY%Jr. }[s YfYX XY Y�Y XiCf Fa[YY.Xyc YS{; ET.L \-T —R-pQL�EN7Ct ~ C" VYL X.F�F Ti i,Lit}[%iC T.�a,C
Y,xikf s[Y){JLy iKY%7•C
Chr nic (I" dmesiyear) ........... 20
2-5 years; indefinite but
often; channel erosion ........... 10
5-10 years .................... 5
10-25 years . , ........ , . _ .... _ . 2
> 25 years, .. - • , ........... TOTAL. INJPAACT SCORE
•-
hate: Rated by
*Y* * * **** *** ** ***** *** COST-BENERT RATIO
COST OF SOLUTION -- S (�C�
'TOTAL IMPACT SCORE x 100 / COST - NTAP PRIORITY SCORE �
Date: Rated d Rated by S . C .
ff
*..Note: Flooding of living space from storms C 10 years receives top priority.
G95.3:NuiS
9119l45
Af h 28. 2005:. 3:37PMmwK1N6 CO. WLRD NO, 2261 P. 21
` Cedar River Slide Repair
Three options-,
1) Cha (WLRD)basic involvement under the NDA program could include:
+ providing technical assistance in apply;iug to FEMA for recovery u;istance
• assist with permit applications needed to clew tine slide from the property
• provide technical auistauoe regarding drainage issues
The propaty o Nwra would be responsible to hire an engineer and contractor to develop a cleanup and
restoration plan acid secure the necessary permits.
2) A higher level of involvement under'the NDA program could iulcude:
• WLRD would act as Engineering and design consultants and secure pmMits for homeowners
Home owners would hire a contractor to do the pxojeot, as designed by WLRD
3) A complete project would inolude-
• Deaignlenghteering of debris removal and drainage repairs and improvement
■ Secure permits for prolcat
• Removal ofmud and debris
• Reconstruct private roadway aud'cornplete drainage repairs
"V4-� KOA Jae O+ffo promo
ArK. 2a.1uu5 J-J�PM KING CO. wr_RD M2261 P. 22
M. Anima, Debbie
9ent7i Friday,, March 05, 2001 1:11 PM
To: Hansen, Nancy; Sikle, Anne; Clarice, Sue
ilt � Subject: Fft Next Steps on Cedar River Slide and River Conveyance - FOR TOMORROW
Importance: ' High
Latest on the Cedar River Slide
-----OrigInni Message --
From: Clark, Dave
sent; Friday, March 09, 200111:47 AM
To: Honsen, Nancy; Ar€ma, Debbie
Cc:. Levesque, Andy; Lucchettl, Gino; Sutler, Terry
Subject: FW: Next Steps on Cedar Riser Slide and River Conveyance
Importance: High
Meeting with Corps and Renton
Please see the message below concerning the next steps planned to deaf
with the Cedar River slide. We are meeting with Renton and the Corps
next Wednesday afternoon(March 14)to scope out some options concerning
what might be done to improve channel conveyance for the Cedar River in
its new location. I emphasize might, as there is not yet any clear
rationale for taking any emergency action, given that there is no clear
public health and safety problem with the river in its new location. No
public or private improvements are currently in any risk situation.
Whether there is a flooding_ risk this corning winter, will be a topic of
our discussion with the Corps and Renton and that discussioh will shape
what we lay out as options.
Meeting with Resource Agencies
S"ondly, we intend to meet with the resource agencies(NMFS, USFWLS,
State Fisheries, Muckleshoot TO and State DOE) fallowing the meeting
next week with the Corps and Renton. At that meeting, which is not yet
scheduled, we will walk through whatever plan of action we might propose
to see ff the agencies agree or not. In of f ect, we will be doing
consultation with them, i don't want to speculate on what their
reaction might be or whether we will be likely to achieve consensus an
any given protect action. It may be that we do nothing now and get
ready to do a flood f ight next winter, If that is necessary.
Preliminary Domage Assessment
Lastly, we have submitted a preliminary damage assessment worksheet to
FEMA and the 5tefe for the Cedar River Landslide. The damage assessment
includes the removal of the landslide, slope stabilization, channel
restoration and repair to the. County's Punnet/Briggs revetment. This is
essentlolly a cost estimate to put things (inc Iuding the river) back to
j the pre -slide condition, We are not recommending that we undertake to
KING CO. WLRD N0. 2261 P. 23
e are simply following the federal disaster procedures
required In documenting darnages and costs of repairs. We will
ve some internal discussions about this potential work and no doubt be
continuing to document information about the damage estimate with FEMA
as we move from preriminary assessments to Damage Survey Reports(J)SR,$),
Potential Alternate Project
Our general thinking is to consider proposing an alternate project at
this site(i.e., not doing the slide and river repair). My understanding
is that if FEMA and the State approve the alternate project, they then
can authorize 75% of the DSR costs for the alternate project. The
alternate project could include essentially anything, provided that It
is consistent with the federal rules for alternates, This might Involve
purchosing the slide damaged homes, purchasing the flood damaged homes,
constructing fish enhancement projects, improving channel conveyance and
a Myriad of -other things, We will need to work carefully with FEMA and
the State to come up with an alternate that makes sense and is something
they can support. The alternate project would not likely be implemented
until 2002, given the time it usually takes to Move through the federal
process.
Let ine know if you would like any further details or information,
DC
-----Original Message-----
Frorm- Ronald Straka(maiIto, Rstraka@ci.renTon.wca.us]
Sent: Friday, March 09, 2001 10:59 AM
To: 0ave.Ciark@METROKC_G0V; rnonte.e.kaiser@NWS02.usace.ormy.mil;
NoeI.L,Gi Ibrough@NW 502.usace.arrny.mi I
Cc: Gregg Zimmerman; Lys Hornsby': Ar,dy1evesque@METROKC,C,OV:
C7fno.Lucchetti@METPQKC.GOV, Nancy,Faegenburg@MMOKC.GOV,
Terry. But I er@METRO KC.GOV
Subject: Re: Next Steps on Cedar River Slide and River Conveyance
The afternoon of 3/14/01 works for us at Renton f or the meeting that you
are requesting. The meeting will be held in Room 511 at Renton City
Hail on the ath floor. Please let me know the exact starting end time
of the meeting, but for now T have reserved Room 511 from 1:00 PM to
5:00 PM. if the date of the meeting or time changes, Jet me know ASAP.
Thanks
Ronald T. Straka, P.E.
City of Renton
surface Water Utility Engineering Supervisor
1055 S. Grady Way - 5th Floor
Renton WA 98055
Phone; 425-430-7248
1 Fax: 425-430-7241
' AF'K.'26, 2M j,3gi'M KING CO. WLRD
.dram: Rochelle, Joe
^fr
Sant: Friday, March 09, 2001 9.25 AM
To: Clarice, Sue
r Subject: RE: Cedar River Slide
N0. 2261 P. 24
Sue, I left a voice message for you. Since we may have trouble connecting, here's my quick thoughts. Avoid
making any commitment on the NQA that would exceed the cap, If they ask if the county has funds available, I
would mention the NDA, but fmmediately explain that there is a prioritization process and a cap and that these
funds may not be adequate to address the consequences of the slide. On the issue of tatting money from citizens
to apply towards a fix, I think we should avoid that as you rightly point out that we then become a contractor and
get alI the headaches that rorne with that. If FEMA gave the county direct doliam to do repairs of the county's own
facilities, t have less of a problem. When I was asked to review the document of agreement to raise structures In
the flood plain with FEMA $$ for River Protection Section, f worked very hard to make It clear that the County was
not a "contractor" but a conduit for funds from FEMA to the homeowner. The County enjoys statutory imr4unity
from suit for what it does/does not do in the area of flood protection activities. As I read the statute, the county
would lose that immunity If It baoomes a contractor with the homeowners. The Immunity does not attach to
contractual arrangements. Of course we could try to build in some kind of waiver in the contract, but t would
wager that however strongly we worded the waiver from suit, the County would still get sued if the repair work
were to fail sometime In the future. If FEMA wants to give us money to do repair of our own facilities that's great.
It FEMA wants to give money to citizens to do repairs on their own property, that`s great. But t don't think we
should become a contractor for the citizens and take their FEMA money and do tha work for thern-
From: Clarke, Sue
Sent: Thursday, March 08, 2001616 PM
To: Rochelle, Joe
Subject: Cedar River Slide
Importance: Nigh
Joe, I have been asked to attend a public meeting that Ran Simms is hosting on Soturday morning
as a WL$ZD representative, In attendance will be the citizens that were affected by the slide on
the Cedar Atver. I have been asked to be there to address NDA questions and if there is anything
the NSA program can do to ossist these people. I think we may be sticking our necks out a bit, and
this may not really Poll under the clef inition or intent of the NDA program as I'm sure it will go over
the $50,006 spending cap on NDA projects. Do you have any comments or input'?
Also, the question of using FEMA money Has come up, and whether or not the County could accept
money from citizens if the citizens could get $$ffttn FEMA to make repairs, We (the county) would
become a contractor for the citizens. Any Legal comments? or Code problems you see with this., I'll
be in the office pretty much all day Fridtry- Thanks f or any help on this,
Sue Clarke
Engineer
Dralmge slwwces section
King County Dater and Lead Resources
246-Z96-8311
Aft id. ZM J:HFM KING CO. WLRD
NO. 2261 P. 25
Cede)
Rivei
Af R. H. 2005 3: 39PM KING CO. WLRD N0. 2261
KING CouraY WATEP, AM LAND REsomcn DIVISION
DRAINAGE INVESTIGATioN REPQRT
f INVESTIGATION "QUEST
.OBLIJM:�� D 1 �-r L. 72 rA
Received from: '
(MY)
NAmE: - -.., _.�11 - ' PRONE
P. 31
Type k
(Eve)
ADDRESS:_ .20 __ K rises- - City. State Zip.
LOCATION OP PROBLEK Its DWFMU3NT:
Access Permission Granted Q CaI! First (would Mr To Be Present) 0
Plat name: b-,ra- i; of No: Block No:
DismsmoN: Turned to — on / by_ OR: No & doer action recommended because:
— Lead agency has been notified:
Problem has been corrected. — No problern has been identified. Prior investigation addresses problem:
SEE FILE #
Private problem - NDAP will not consider because.
j Water originates onsite and/br-on n ighboring parcel. Other (Specify):
IATF CLOSED: 7/ d/ By;�r-
ANk. A 20B 3:39PM KING CO. WLRD NO. 2261
n1NG COi XTY WAFER RrSOVRCES DIVISIG,,
DRAINAGE IN"ESTXGATI.ON REPORT
INVEST OATION REQUEST
JBLEM-
L-. r
C7/ OK'd by: J
PI I I'
Type C-
Received from:
J y.� (Day) / Z (Eve)
NAME,' !%� rl� ^,!, �G+- PHONE
' AI]ORESs : tr% S e~ s r City_. f ./`Ton1 _ StatW,4 Zip ��D S .9
LOCAMON OF PROBLEM, V DIFFERENT;
Access Permrsslon Granted L] CaII 'tr Y (Would Like To Be Present) -51,--p- Ukd/c cV0,
44e f �'Zcts Grp
� r•J�t c Ys�- , r v a r �--r d !3 70 �- �" f 4 �r I f� ram, Aj J*Z' ro
F f/
0u` .5v.rrca,rr,jc 51( 4,Ad-x- ket:o .
V4 S T R Parcel No. l KrolTh.Bros: New 1
RDP _ Basin i�� Council Distrkt fool- Charge No.
RMPDNSB: . Citizen notified on 1 by: ✓ phone letter in person
-M Hwz— -q ft "11
W1LL.-� 1V1 *Ak4fl -p.LL- 3 -
DI5pO5IT101V: Turned to Ron / ! 0C by OR: No further action recommended because:
Lead agency has been notified:
Problem has been corrected. No problem has been identified- ^ _ Prior investigation addresses problem:
SEE PILE #
Private problem - NDAE will not consider because:
Water originates onsite and/or on neighboring parcel.
Other (Specify):
DATE CLOSLI D: ff / 0?— By: - -
ANR, 28. 2005. 3, KING CO. WLRD
complaint No. ZOO 1-0509
Investigated by: Virgil Pacampara
DETAILS OF RWESTIGAAnON
Name: Elizabeth Menzel
Date: 9-05-01
NO. 220 P. 33
I went to the site oa 9105l01 at 9;45AM to investigate the complaint of Mrs. Menzel. Her complaint
were the following;
1) She said that drainage system in front of 013705 SE 140 continues to get plugged. Overflow will.
imps lwperty. (Site_A)
2) That she wants to Imow if the drain pipe between Lot-2 and Lot-3 (#13821 SE 144TH) were design to
collect water from the intersection of SE 144 h St. and 139a` P1. SE. (Situ- )
3) She said that the east side ditch at the SE corner of intersection 144�h Ave. SE and SE 142ND ST. was
left unattended leaving the ditch with full of dir L The. eroded dirt wi11 impact the positive water flow
during the rain. (Site-C)
Site -A is located at the intersection of SE 141". and SE 1447g St. The ditch is located at the SW corner.
SE I44715 ST slopes north westerly and SE 141" slopes north easterly. The two cross culvert (12"-
conerete pipe) along SE 141n were completely clogged. A 12" concrete drainpipe located at the
drainage easement between Lot-30 and Lot 31(# 13702) were clogged. This pipe was design to collect
surface water from the two cross culvert and conveysfouthets to the ravine. Overgrown vegetation were
blocking the inict pipe. A shed (10' by 16/) was built along the drainage easement. The drainage system
in the site is not functioning. I& Bill Relin has told me that he remembered that these was a pipe end at
the ravine. The pipe end could not be located due to heavy vegetation and steep terrain
Site-B is located at the<intersection of SE 144m St. and 139'n Pl. SE. The area is flat and SE 144Tff St.
start to slopes approximately 300 feet from the intersection. on a south easterly directions. The culvert
_. crossings along the intersection were not clogged. The existing plans and road profiles shows that the
dram; pipe between Lot-2 and Lot-3 (413821 SE 144Tg) wero design to collect surfaco *ater from the
culvert and roadside ditch. I could ixot locate the pipe end, must have been buried or pave over due to
heavy vegetation and steep slope of the ravine.
Site-C is the subdivision signllandmark, .located at the SE comer of the intersection of SE 144"H Ave.
SE and SE WND St. The roadside ditch is at the west side of the landmark. Mrs. Menzel has informe(i
me that that some time last year the Paget Sound Energy construction personnel has an
installationslrepair proj eat at the site. After they completed the work, she said that PSE personmel forget
to remove the eroded dirt at the roadside ditch that was impacted by the construction. The impacted
portion of the roadside ditch is approximately 50 feet long by 5 feet wide by16 inches deep. The
omn ued erosion may oventually bmylcovered the inlet pipe,
SEE SKETCH AT NEXT PAGE
AFK.2�. 2V0 3:39FM KING CO. WLRD
ge (continuation of sketch 2001-0509 Menzel)
...
Out1'all [fit RAVD M-
Edge ofciiff
—___�_...!_......_._. ��
ens c ._._.�
Holwe
LOT-30
t
Plant/orchard
Clogged culvert
(12" conc. pipe)
Water ponding du64 rainy, days as
claimed by Mrs. Menzel.
Lnt-1 S
ditch
Culvert- 12" cow. pipe
12" cone. drain pipe {buried)
Parlianiemi
# 13921
_ Edge of ollff `
hed(10'x161) •-•—•—•�--
f �1
# 13702 1i
I
1
Clogged (12" -conc. Pig
4
SE 14,V ST.
RAVM
NO.2261 P. 34
Water supply
easement as
claimed by
Mr. Helin
NTs
SITE - A
Clogged culvert (12" conc. pipe)
139TH PL- SE
NZ'S
I�OLJSE SITE: B
ditch -
1 �
'See next page for Continuation of sketch. 2001-0508 Menzel.
SE 144TH ST. Z--�
I
HOUSE !
Lot- 2 I
I
f
I
I
3:39NM
RING CO. LAIRD
Er'Odcd side dope
Roadside alitc
(S'ide byI Iasi
SE 142n"ST.
NTS
NO, 2261 P- 35
ENGINE]EMNG REVIEW OF
DATE: 6-1-2002
NO. 9961
36
RE: ENGI iEE G EVALUATION FOR. COWLAINT 140. 01-0508 MENZEL
All three sites are within the flat of Maple Heights Addition that was developed in the late 60's:
Site A: Ditch, culvert & roadway flooding at the intersection of SE 1419` St and SE 140 St
Site B: Ditch & culvert flooding soulb of the intersection of SE 14e ST and 139" PL SE
Site C: Roadside ditch. & culvert have been partially filled by a contractor SE of intersection of SE
141" and 144* Ave SE.
COMPLAR�T CHRONOLOGY:
ORIGINAL: 8-24-2001
FIELD INV: 9-5-2001 V RGIL PACAMkARA
MELD EVAL: 3-6-2002 ALAN MEYERS
OLD FILES: 1992-0053 at 13901 S1-7 140 St (file not found in the resmroh mom fifes)
BACKGROUND;
Please read the attached complaint investigation report written by Virgil Pacarapam.
In a memo dated 1.1-17 2001 to Ada Packard at Roads, Larry Gcttle indicated these drainage
concerns are related to the condition and function of the road drainage system in Ms. Menzel's
neighborhood. He requested roads have the right-of-way system checked. In about January, 2002,
Lon at Roads Division 4 vaetored and flushed the read drainage syst=s at sites A and B and
determined that the road's drainage culverts at these sites do not extend from the road ROW
northwest and south to the top of the respective bluffs.
FI INGS AND DISCUSSION.
Site A:
The impacts at this site include water ponding with ice on the paved road surface, roadside ditch
flooding and private yard flooding on parcels # 30 and 431 both located north of the intersection.
Tract A (see attached parcel map) is dimensioned as a 10 foot wide by 176+1- foot long
drainagelwal way easement (S feet on the edge of each parcel). Other than a short piece of
concrete culvert located near the road right of way line, no other culvert could be seen with m this
drainage easement. W. Helin, the owner of lot 31, said he installed the existing IOx16 foot shed in
1987 across Tract A about 70 feet north of'the property line. There is nothing on the face of the
plat documents to restrict use of this area. The sired is located about 15 feet from the top of a bluff
above a long steep slope towards the northwest.
According to Lori at Roads Division 4, the two south to north 12-inch concrete road culverts tinder
SE 141" Street intersection were, cleaiied out in about January 2002.
Site $:
The Roads maintenance crew determined that the 12-inch concrete culvert drainita.g southwest
between the homes at 13821 and 13901 SE 144h Street (owners Parhaniond and Bartel) deadonds
about 12 feet aouth of the south ditch line opposite the 139' Place SE cal de sac. Based on
telephone conversations wi#h long term property owners Mr. ParhoAiemi and Mrs. Bartel, the south
side of the street drainage system floods following heavy rains but there has not been any damage
,or impacts to their properties. Mrs. Bartel said she occasionally cleans some silt anal leaves from
the roadside ditch along the north side of her property.
Site Q
At this site, according to Ms. Menzel, PSE personnel forgot to remove dirt and gravel in the
roadside ditch last summer following construction of improvoments to the Maple Heights
Community entrance rkign area.
This area relies on.infiltration, into the local Everett gTa'vclly sandy loam soils to deal with
stormwater: During long heavy storms some-poncling occurs in yards and roadside ditches. it is
not recommended to drain stozzt3.water off high bluffs in the area due to the steep erosive slopes
below. The recent cleaning of road culverts at Site A has already improved drainage in the area.
PROPOSED SOLUTION:
I recommend this file be closed to a ref' rral to King County Roads Maintenance Division 4 as
follows:
Site A:
Residents complain ofpaonding water on the pavement surface in the intersection.
Site B:
Dies problem identifie&
Site C
This complaint has been previously referred to Roads Division 4.
2
Sent"
Tn:
Ce:
Sub)ect:
Tuesday, June 11, 2002 1:07 PM
Packard, Ada
Meyers, Alan
ditch cleaning
J
hello ada, this issue has already been back and forth between us but hopefully this is the
last time.
in november of last year, Settle referred some problems to you. Lori cronin went out and
vectored several pipes which seems to have improved the problems but the president of the
hoa still has a couple.concerns:
1) the southwest corner of th4 intereectzon of se 141st st and se 144th st. over time,
debris has accumulated in the ditch. the area relies on infiltration to deal with surface
runoff. water ponds in the ditch until it infiltrates. apparently water Bete up onto the
edge of the road because the ditch is full of debris.
2) similar to item 1 except it is at the southweat corner of 144th ave ae and se 141st st
and that the material in the ditch may have been left by pse crews after doing some work
and water does not get on the roadway.
neither problem appears to be causing a health or safety concern.
we looked at the other issues here after loci did her work. a couple of drainage
easements donft have conveyance systems in them_ since infiltration in the area is
working and not creating a hazard, we thought it best to not put conveyance in these
easements because they would outlet on steep, erodible slopes and likely cause more
problems than they solve. if dot has a different opinion of the problems related to
infiltration in this area, let me 7mow.
our file is closed.
Brian sleight, P.E.
la�LS
206.296.8025
5
1
Ari<. 11f. 1UU� 3:40 KING CO. WLRD NO. 2261 P. 39
_„LNG C........ . , , .rE:R AND LA" P.ESOUP CES I);I sIVN
DRAWAGE-INVES' G�ATION REPORT ��r�
RIVMIGATION REQUEST Typ�_-- ke -
PROBI,EM:
Received from: f
(Day) (Eve)
_ -- PHONB
AD1i7I55: _City State Zip
LOCATION OP PROBLEM, IF DIFFERENT.'
Access .Permission Granted Call Mrst (Would Luce To BePresent)
-)
Plat name: Lot No: Block No:
Otlxer
5
R Parcel No. .W30 y�— KrollT&L Th.Bros: New
RDP Basin l -' Comcil District � � Charge No,
NMP0N3E. Citizen notif ,d on I by: - Y - phone __ letter in person
-�` T4W-- fL)NOV l FWp -P r--LJ 1C> vJiV- 'CAS I--WtMh<-C
IDISPOSITIOtN; Turned to Xon by OR: No further action recommended because:
,..� Lead agency has been notified_
Problem has been corrected_ No problem {gas been identified. Prior investigation addresses problem:
SET Z+'I.trE ##
Private problem - NDAY will not consider because:
Water originates onsite andior on neighboring paroel.
(Specify);
DATE CLOSED: #Of Z�1�'� By: Ao'e6e-'-? c
ArK. R. YM 3:UFM KING CO. WiRQ
C0AMAM 140. 204t-?8O5 NMW: Km oth Taylor
IMM9 d By: Yug#I Pacwpma lea: IV13101
NO. 2261 —P. 40 T
i ra spunded to a flooding thMzg a stow event on 12/13/01 at 4:34 PR The inWmectito of 149"' PL. SE
and'SE 139"0 PL. was flooded. IU water love) at the facility D90,515 (War Hilts 04) was very high but
ttoa vv"&wjn& to the Villway. IU faculty vv4s a bar ipw pod. IU pond wu #lutctic ring well, the
waw ties Rowiag ftmv it tl* omtrW otracum =d unto the on w- The three rawh basins at #lta
Ugests wdon Of the road wero overflowing and smT= war was flowing Oap the rc ad and by pmmg the
p W. k on= brat e#bor it is clogged or too =ch wad wmiug bvm 149TO ]?L. SE and SL BO' PL.
The wobtlevel was appmac 4-6 inches. It worts Omt t wero Wo timch water going to CB-4- I
obs the pest amost of ysf W commg out ftom thv 3 catch bum desyta ft pond was wwkw8. I
spoke with Fir. Saar Sly vvhh regars to the condition of#lte flaadit. Mm Vacs water has xwt
ranched the) twos around the area, Rjust stayed wkh n the edge of the lawn surd side wafts. I a.4so notico
titer *o two cawb basins lid/cover was removed from fic frame,
1% KC Roach potsmute3 anrives at arowd 7.00 PM and insWed the sign ("Water on the roadway") at the
upatt= and downatmam of't bo 149'M PL. SR
I retum to the sites to check the condition of the flooding and the water had receded. I sgolte with IT.
Taylor with repWs to *e water at their basemat. lie mfh=ed mo that the water has reached their
ter. I wot to &*ccawl space and noose tt apt tho water was gone Tfw hoot" was woMos. It smw that
the yr rtbat h npactcd the, crawhqwo and the heatcr did not come ftora the surface water but from the
ground water seeping unto tho crawlspa c;. `rho clearance Am the a mwl surface and the base oftho
bear was apprm 211-V. I wa&ed and drove to the upstream aai found tit there was a Iatp drainage
ftulity toast was discbw&m$ wata downsvNam IU drainage hW* was part of the new lage
dsvelapm ni that wars being *catsteucted at SE 128TH ST. It seams tla tins water fmm this amity was
&zdmn nB rush amwand of water that may have roix��`bwd to rise of the water level of*v pXA
(PM13). TIW amouxrt of wow discharge from the mew development hu to be addmss in the ihttYr�o %a1G
i ft Eby n90515. The iaefty is located within the Rotm 'udsdxction.
I rwomd the clogged c" bashi at the ktcrsection of 149TR PL. SE and SE 139TE PL, IBC 1Lnads
dmtnage hot line.
M FACUM Sal
J
AFX. 'M 2U05 3:40PM KING CO, WLRD
Ran: Lela 3ubnke
RE: Engineering Reylaw for complaint #2001-0805
Complainant: Kenneth Taylor
14920 SE 139'b Place
Renton, WA 98102
NO. 2261 P. 41
Bach own
Called compainant who said problem had already been corrected.
ELP—diags
Cbecked with Drainage Investigator, Virgil Pacampara, with regards to complaint. Found out the
problem was corrected on 4/29/02 by removing debris from the control struo6= and remoAmg
the trash rack at the outlet from C82 to the pond of facility 1)905I5.
Options and Discussion
P o osed Solution
File should be closed as problem corrected.
NDA. Lnpact Score m NIA
NDA Priority Score = NIA
N0.22b1�P' 42� .�
AM R. 18. 2 3:40PM KING CO. WHO
-r-�—� KING CouNTY WATYR AND LAND RESOURCES DMSIGN
DRAJNAGE INVESTIGATION REPORT
1NMMATION REQUEST Type
Received from:
(Di y) LO(Eve) L__—j
_ NAME: PHONE
ADDRESS: 6(6-- ��ity Mate Zip
LOCA71ON OP PROBL BK IF DIFFERP M
Access .fermUsion Granted Cat! First (Would Like To Be Imsent)
rP,CIO, x ,j
Plat riamce: Lot No: Block No:
Atha enviePtl&
owed: No field investi ation re-45
oared
n�w ♦ � i1. JIY
{4 S > R ParFe) No Kroll l'�5"-M.Bros: ?qew
RDP Basin , Council Distdut �� Charge No.
R.VoNSE: Citizen notified on by: phone _letter letter in person,
TV
VYrVKV" /LOF7 04 OV-.S&FAJ� 10*T Pe'P-"V'TU eAL- TAMk- tYJWP-A'NC3E
eww
}fit_ ,�t�� p,
Ot-) N-TF
DISPOSITION: Turned to on ! i by OR: No further action recommended because;
Lead agency has been notified:
____, Problem has been corrected, No problem has been identified. Prior in.vestigaflan addresses problem:
SEE FILE #
Private probl m - NDAP will not consider because:
Water originates onsite and/or on r, ighborFng parcel.
�_Other (Specify):
�A'�'E CLOb"El�: 1 0& By: S r c 1t c
rt. L�, LUU7 j 4Ur K11Vti W. WLR
KING COUNTY
MMNAGIE RMSTIGAMN REPORT
LLD l'.lMESMATION
NATvM; MRS XAJDM
ADDRESS: 14223 SE 146TH ST, RENTON, WA- 98059
PRONE: (42S) 226-0252
DATE OF XMWSTIGATION_ ol-08-2002
ESUGATP.D BY. VP
I~ to the nddaace of W. and Mrs. Kaiser on 1 /09102 at 2.00 M to into a land Ade complaint- Mrs. Kasrr has
concern that the Off 0vftW0kr,g the Goat River bas Slid ftom her bac4ay.
17ho pmpertiea of Mrs. Kaescs ue two coinbintd lots (Lot-10 and I I) boon W by tha E'ailowk to t'b4 north by SE 140 ST.,
to the west by Lbt-12, to the east by Lct•9, and to the south by a very stiff minis diver bolting Ceder lti'rver_
Mrs. X4ewr has znf nod me din the Umdeffirb happmed Iasi couple wreaks ago. She na gm that the he+dgse plaited near the edge
of the Stiff Las dropped to a certain level. I nodoe that 6" petforoW dtatnpipe n ms to spot were the landslide oo=wtd. The
dra%pipe mUaU aft the roof drain ofthe gam and it diar haroes veatar towanb the CM It awms that tUft was a congruous
la WI& m the area. Mrs~ Kawa Idaufflod some of the vegetation/ trace that wdw me to be a part of th i yard. I went down to
the win* forapprox. 20 -30' to p to betterview of the OX I amid not go ftuthet down due to heavy yr tiou, I obwxmd that
the aide slaps is &A xvzated and she slidfnglaeoided areas veew bam
I nodood aaotber 4" perforated pipe that comes li4a Lot-9 and grans into tbo v= I also moved a watt flow marks at the land
sltdeleroded arse tu&ca ing that theta was smOwevater flowing mto the ravine. I did not notice pup main draia p pMdme that
omles8 I* the im im at the spot were the mWinam small landslide is oc=7in& The property df'Mrn. Lwor is at the landslide
agnc acid oaa of the area was Cedar Rim Bluff wtm a big landsbdo oacuned dwing the pebnMy 2001 eaathquake. Mrs. Kseser
has Wormed me that Lot 10 wm ccndemwd and taxpayer coved not built ova the Iot. Site also added that when they built the
garage, their soil expert mended to the King Canniy that the outlet of the rood' Gain will oadets to fhe xavfne.
W. Kww sbwW to me a metal. pips V° 6" &rule~ that vras bLWed sS fib deep vmlic&W and showed to me that the water
table is approx. 30� AxL He said that it v w installed to nhef the pressure'at the water table. It seems to be abandoned waxer well.
W. MW Nits. Kaiser wants a technical assistance to the probtem
CB —*r
NTS
SE 145= ST. Seems to be an
abandoned well f
s
r SAESI;R Crarage R ��
# 14223 l Manse
�� . I�ot s `►
1�-
71- ffttlMti _fj oil
MZVA.'1�ON-D1
kP
STM RAVINE
=AVMY VEQSTA.TSD)
err
■aka ■!rlrr•lr.rlrulr!!.}lrr.�sl.�
6" and 4u &apUW-
petfYnated drain pipe
(seems to be all the way
down to the cif}
CON'IMOUS EROSION/SLIDING
(S ome bare areas)
KING CO. KRU
NO. 2261--P.
ING COUNTY WATER AND LAND RESOCIRCEs DrmioN
DRAINAGE INVESTIGATION REPORT
WV$9'1'iCMAi'ION REQUEST
"ROEL$M:t- m- -
r
V�
Type
Received. from:
(Day) (Eve) {_ 1
NAME: PROM _Z22L
ADDRESS:_ /� � l� ��C�_City�ilYrn��� _ state Zip-��
.T.
LOCA 1014 QF PROBLEM, W DLFFBR$NT:
Access Permission Granted ❑ CAU FbW (Would Lie To Be
sv� �%� /� C�
A- h A � - 156
VIJ
t.,&AdA Al�,Wq-
I If V &
X+n�u
ttv-e sc cr.v•kcum
r
i�
Plat name:GiC/tmzty Lot No: BlockNo:
Other a er[cies Involved: No field invwfigation Leguired
S T R Parcel Na. `T : �,- Krollll/ _ T'h.Bros: Nm
RDP- Basin L Council District 1 d- Charge 1�o. �...
4
BA9PONSE. Citizen notified on Q 02, by: Inhone letter ____._. in person
io
� � ?� l?'i i I*r am � � A�, r6V9-3F
MSI'OSITION; Turned to on _.._! _ . I _ by OR: No Rztlier action recommended because.
____ Lead agency has been notified:
Problem has been corrected. _ _ No problem has been'identifle(L Prior investigation addresses problem:
SM FIrA
Private pro blern - N-DA p will not consider becauss:
Water originiates onslte gmdlor on neighboring parcel.
1 Other Specify)-
ATE CLOSED: 1 f(O'f Ey:``} "'"
d
-'w '"m • - • ■ ADMSS: OIS615156= AVE. SB, RENTON, 98059
�•:� PHONE: (425) 271-5016
DRAINAGE DWESTIGATION REPORT DATE Ole FN M TIGATION. 01,12-02
ELri 1NVESTIGATiON INVESTIGATED BY, Virgil P4tmpa ra
I wemt to the Twidence of Mrs. Anne Webb on O1l22102 at 1.30 PM tc conduct a drainage investigation. Her eompbiut was that s
water was nnnning down our 156d Ave SE. and mb across her driveway As a resulther yard was Covered with mud. That IvfanW from
KC loads refi=ed bzr to WLRD (SWSS). Manny had her call Glenn Evatta (xe: NDAIj and Glenn had her calf. SWSS. That she
believes that a berm may helpr her. Wti she dmak want to dump evetyddng on br neighbor.
The math= was fm dumg the iaty &gation. The property of Mrs. Webb arc boundW by the following: To the east by 15e Ave. SE.,
to south by SE 137TR St, to the west by Lot46, and to north by Lot-1. Th* property of Mrs. Webb Is located on a gradbal sloping terms
fxm math to south dhecdmr. The drlvoway ofMm Webb moms to be collecting st elk= water from the west shoAdea of I I Ave. SEry
flows towards c}riv way and nWo the front yard and peroolates. I nadco traces of water at the driveway cf hire- Webb. Her concern was
the nooftZ at their walkway, that it was very slippery, that she is concern of her safey being at the pregnancy stage, that water to get
aid of the deposits of mud, gravel and salad at the front yard swept by the water hang storm events. She w4uta that something can be
done to eliminate the run -oft She said that tbey mmoi n on Nov. 2001 and the ham inspeoflon 7Wort showed drat tbeae was water at
the crawl space. I went inside the crawl space and trotice it was damp and wet, look I did not see a standing water or pooling in the
area_
SE 130 ST. 4 1 N'TS
House
Lot-1
__ _ ,Drsveway
Lot-46
I Webb
j #136I5 �
1
1
{ Mud, gmvel,
and sand
SSE 137T" ST.
Slope
1
r
Wta,r
'r.
gutfuce water
enters on this spot
3 "•4" inlet
9K_id. 2M J,WM Kou Go. WLkD NO.2261 P. 55.
DING COUNTY wATEP, AND LAND RESOURcts DN sim A N4--.a
5 DRAINAGE INVESnGA.TION RFron
tNvP nrjA-noN REQUEST Type ` 6
RDBLEM:Gb t y O i-1 S "Z
u ro.o
�,L te; D 3 OK'd Mx No. 2003
Deceived from: KC'Do`r
(Day) (Eve)
NAME: f-� `� _ 4 %`�_ _ PHONE
ADDRESS: �( %✓ (� ! 'P L pity. _ , _ State Zip
LOCATION OF PROBLEM, IF DIF$FRENT' 05
Access Permission Granted ❑ Call First (Would Lfice To Be present) ❑
jj
_.. /of,
��.� S
Lot No: Plat name: FIZZ-Ag, � � � BlockNa:
Qther agencies involvedfr:MT No field inves#iyo�'on me ! aad
- 7, � '��.ww MN.ry M•w� 1 .w/A•A'+� FrR•�..M t�-
. ..h+'i.�.1+..�www.eM
S T R Parcel No.-I.01XW57 () KrolI ! 6t) Th..Bros: New
RDP Basin Council District -&�-_ City Charge No.
AWPONsm Citizen notified on
DISPOSr ON: Turned to on
—�01.ead agency has been notified:_
Problem has been corrected,
by. phone letter in person
by OR: No further action recommended because:,
No problem has been identified. Prior investigation -addresses problem:
SEE +BILE #
Private problem - NDAP will not consider because:
WaZ)O3
e-s onsite and/or on neighboring parcel.
�,4 CLOsmD: !]3y:
W2 o -74-5-
Other(Specify):
ArK.1d. 2m KING CO. WLRD
, NO. 2261 P. 5
King CaUj
PrioJlty: q sthmww
��•�..` .4.^ - -- _y.. Resitierikial R1D Work Atft .
FOCRI y: Briar Hilts #4 (D90516) Maintenance DiVIs d
1400514M P) SE Tip 0M Bros Map. b57A'
checked: 2/20/2003 Andrew MCDona! Drlving Directions: From SE:. 12M st, take 144th Ave.
SE. go Sortth. Tom left onto SE. 142nd
St. tum left onto 14M pl. SE, the pond
Is on the left at house# 14005.
Speotal Equipment
Num "task
Note
Wt.RD Motes :
date!
tlntta Arnt Initials
M22
Clean Conveyance
CB/Mi-I
Remove sediment from the following catch basin(s). Ca-2,
CS/C13-1
ea
M24'
Clean Conveyance
System (pipe)
Remove sediment from the following oonveyance plpe(s) at the
following locations) and dispose of sediment in accordance with
applicable regulations: Pond to CS/CB-1
Pond to CSX13-1-Pipe : Pipe tilled with rock and sediment at
CS/CB-1 end.
M28
Remove Trash and Debris
Pick up and remove ail debris from access road. dispose of
material offsite.
Access Road : Clean tree limbs that have fallen around pond and
any other vegetative debris_
T05-M
Miscellaneous
4 Maintenance J
Remove length of 30" Pipe Jeff along fence lina at southern e nd
oftmcf
Facilit
Authorized By : Date
Work Completed By _ - Date
k.-)
WA # 20745 (WA-1_5in91e CW Page 1 of 1
2120/2043
•Hra. Lo, av) ).4Lrivi &iNu w WLK)
Received &otn:
NU. 7'1 b 1
jCwG Corrlay'4V kulz AND LAxD ftsomcxs bmszoN
DRAINAGE INVESTIGATION REPORT
n VWnGAZON REQUEST
n
V Pr
Type
Nam: �YON� - C
AUoRass• sty State Zip
LoctATWN OF PROBLEM 1F DTFEPJ3NT: ~
Access Permfss�on Granted ❑ Call First (WowplA o Be Present ❑�
1p� 2Otjo3 i) fj 03
o
"AM
IN4
1"JAaaM,4m
r
W,
all
i
s
� ` f
Plat naine:r No: No:
=
!r .S T
R Parcel No,W j �;J Kroll Th.Bras: New 6260
RDP _ Basin Conned District � City Charge No,
AESPONNSE: �xou notified on by: phone letter — in person
IwK
-V=zI
Rrb ..
RV5ar-t rJ f WAR^r--P 4f-- Ttm �cY
Disposmom Turned to_ on I 1 by OR: No farther action recogmended ,because:
Lead agency has been notified:_
Problem has been corrected. — No problem has been identified. _ _ Prior investigation addresses problem:
SiE FILE ##
Private problem - NDAP will not consider because:
Water originates onsite and/or an eighboring parcel.
4.. -0thor Sa> - aJ7
CLOSED: � �� Cr3 By: '5-'-r
APR. ZB' 24�5 3.43P KING CO. WLRD
KING COUNTY
DRAINAGE EMSnGATIiON REPORT
l FIELD XKMIIGATION
M. 2261 _ p 61 -------"
�'. 1 .1, .+�' L'r•.W' i...: Y:�' i.�.WaYltsll�IiN'�__—_ =�,.
FILE NO. :1 03-00702
NAMB: Mary AAt Amundson
ADDRESS: KC Roads
PRONE., (206) 296-7715
DATE OF B9WSMA` ION:10 2Z-03
TWESMATED BY: Virgil Paeampara
I wexit to tk TOddeace of Mr. Bobbi Lane to hivestigate a drainage problem on 10/30/03 at 3'00 PK The Complaint was that duAng the
storm event on 10/20/03, Ms_ Bobbi Lane reported tloWing,• Ms. Dane lives inside the City of'Rentan. The City ot"penton believes that
the drainage problexh orlgimtes from off ROW conMance at the WK Baptist Chumli. Mary Ain Amundson of KC ?toads responded
to the call at around 10.00 PM and noted that the ROW mavey2ace was near capacity but not ovallvMng.
I meet I& lane and Spoke to him about the dtainago complaint. She WMWed to me the spat vuere the water flows ftt+stl the MWOpond of
baX Baptist Church and the location ware the water Entered his property He also mentioned drat the water level at the pond is bight.
Duriog the investlgation, we met Mr. Keggen of Santana Const mcdm Mr. Keggeu is the project least of the on —going con9tntc6on
pw eat of NE 10* St_ m d Anacortes Ave. He moutiomd that they tools an old qn* baAn at the intersection of Anacartes and 10'k s°h=t,
The water has rim in the area during the storm events and water was shoowt g up with no aims ft the eater. He said that they have
instalkd re=tly a new easels basin located a the NE corner to replace the old one. They are replacing the edsta convvymxiee pipes
along I& Street with from 12-inch to 18-inch tripe and along Anacorta5 with new 36-inch pipe line, He mentioned that he spoke to the
IvhM personnel y9ith regards to their (lvMK) drainage problem. He told them to gait until the project is f a bed, that it spay solve the
drainage problem is the area.
I spoke to lvlaty Ann Amundson over the phone about the flooding during flue stuzm evwds. She told me drat the pondls9vaie is retuning
in full Capacity at the'time she was at site (apgrox 10:00 PK. The water is not ov flowing the banns. The street (downs rta m) 'sues
flooded and City ofReutm was p=ping out the water at the wasumWon site. Sbe believes that ft constrwdonin the area and the
steel plates bas muttibuteed to the problem (all with in City of Renton).
It seems that the water at the pond/swale has #isen m fnii capacity dne to bngh intensity cf the taiafflVwater mnaff at the huge asphalt
mace pa Wxig lot_ It has impacted the flow from the swalelpond towards the cont"A struchuc. The on -going construction along the
10"' Str0d and Anacortes Pas impacted and restricted the -water flows ftm pond/ditch ofMLK Church towards downstream
(AnsCoxtes).
A related complaint was recorded (1996-2033 Dotson), water flows front paved parldng lot of'the church onto roadway then onto several.
+�e:+•fie� '
U p
env pond
(On g0mg constriction)
NTS
KING COUNTY 3URISIIMON
C]TY 4F RENTON
t
Pipe to be replaced from
12 inch to 18-inch per
Mx. Keggw information
Pipe to be replaced Newly installed
ftm existing pipe ClYpe 2)
to 36-inch,
MLK CHURCH PROPERTY
fir---- J--
r SudAw waterr
F1es dMtial Houses # R i entered. herb:
PW l+ . Lane
� i hiforruat�on.
Bxevurtem Conn (dirt M
"........N.......................I
Resideutid Rouses
Existing CB
was rem nved
.,«r ..4. Mi ■.w- irr n.i. _ . .. .�,�. Mr (17 ..........
` � .........ems A,21�A�COR ALST �'E_
4 ,,
}
Roadway was flooded
during the storm
events per Amundson
inforcnatiort.
%ANf{.'2�.2M j:43PM KING CO. WLRD NO.22b1 P,! 62 ��
KING COUNTY WATER AND LANs} RssouRCES DivisroN
DRAINAGE W ESTmAmN REPORT
IIk1VE5"MATION REQUEST Type
lotUM: IYA74:N fo- 2O -0 3
Date: //l/4f.j(31 OK'd by: VmE No. 2003
Received from; � . 1 .y
(Day) (Eve) L--
NA vM: SPHONE
AbEWMS:_ M511 56 LyTt ^, City State Zip
LOCATION Of PROBLEM, IF DWFMZLNx': . / /�Q0 I3 —__a
Access Permission Granted 0 Cald First (Would Like To Be Nesent} ❑
96
S-& AArutr flu/LA t-tp J.+i J J&�d /+�c fi�iir a�v� wiT I�I�YF /6� �v,0 a4,rer'—
Cen" ,I& Oi ;5. NA-4r1)4 r- rZF Ve o s ,Pc- fir �rf
1 r•
Plat naine:
Other .g
Lot No: Block No:
N'o field investisati
1/4 S T R Parcel No. Kroll 'Th.Bros , New �7
RDP Bashi (.f�`- _ Council District _ _ iD _ City Charge No.
REsP'oNSE: Citizen notified on-t-*03 by: phone - ---- � letter _K in person
7wr'xg4 W4s )./,> � /gvky Cox,Ti--oC.
IMPOSTi` ON: Turned to on / / by OR: No £uxther action recur=euded_because:
Lead agency has been notified: �d �!-� S VV�A- f o- 17, 5-P C.
Problem has been corrected. No problem has been identified, - Prior irivbstig8Tion'addresses problem:
SEE Fax #
Private, problem, - NDAP will not consider because:
Water originates onsite and/or on ae ghboring parcel.
Other (Specify):
.. l>,,,6 CLOSED: 142,8703 By:
jiFR. L0. IVV%i I:431'IYk,.
�. -Mato
DING COUNTY
Department of Natural Resources
Water and Land resource Division
DRAINAGE INVESTIGATION REPORT
MELD INVESTIGATION
DETARS OP INVES77GA'!"](ON:
IC l IYIi l;U. WL I{U. � .. •. :. t•,rr •;, JJ���'�, .,• �,.
ME NO. 03-0821 FCR
NAME KAREN SAMSON
ADDRESS 13812 - SE 1216T ST
PRO" 425-235-0363 TE FAGE 62"7
805W 11-21-03
TCROL);. PAGE DATE
MAINT, DI VISION 2 LNITIALS - MAM
i..
ND. 2261
COMPLAIM' STATES: FACILITY FULL OF WATER CONCERNED PIPE MAY BE BLOCKED_
SITE VISIT ON 11-18-03. INVESTIGATION FOUND FACILITY D91091 WAS FULL OF WATER_ CHECKED THE
CONTROL STRUCTURE AND FOUND IT TO eE IN OVERFLOW. OUTLET FROM CONTROL STRUCTURE IS TO
ROADSIDE DITCH AND WAS PARTLALItY BLOCKED WITH DEDRIS IN DITCH. CLEANED OUT PIPE END IN DITCH
TO ALLOW FACILITY TO DRAIN. TRASH RACK IN BOTTOM OF POND WAS NOT BLOCKED. DID FIND THE
CLEAN-OLrr GATE TO THE CONTROL STRUCTURE HAD COME OFF AND WAS HANGING IN THE CATCH BASIN.
WILL PREPARE A WORK AUTHORIZATION TO HAVE THIS REPAIRED, SPOKE WITH THE COMPLAINANT AND
LET THEM KNOW FACILITY HAD PARTIAL BLOCKAGE AT OUTLET WHICH WAS REMOVED AND FLOWS
SHOULD GO DOWN IN THE FACILITY. COMPLAINT CLOSED TO WA #20975-1/2,
NO PHOTOS TAKEN
LLI
to
W
3
SE 1 "16TH ST
v
La
to
-s w
a
z a
to
x b
U
RACT 13
I�
POND a wpopBN Tics
TPASN RACK ` -fie emu- rF= ac t - -K Esc ae �r.=x WOODEN E
20! te- C I CS-2 4W DMNAGH cKANNE4 ---- 7V'•1Z'
I - �'%CB-� t95✓!Z' CMA -1�2-,MP ' QUARRY ROC}{ `RIPOP PAD
—YC'-12-- — — _ — `• — — — — — — — — — — — — — — — — Jo' ROW AND DAAINROE E.ASEdA5N4— — •- _ — —
j� WRAP PAO
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�Ir 13012
Hatt. [d, ZM J , 4JrM KING Co. WL KU NO. 2261 P, 64
--� ry) A
LNG COUNTY WATxR AND LAND RnovRCES D1vxs-ioN ,
DRAINAGE INVESTIGATION REPORT
iNVESMAMN REQUEST 411/
Type
t
Received :from:
(Days 2,5 (Eve)
NAME: ` ,U f h Y (- D e .._- - PHONE - rI -
ADDRESS: ' Citjr &Av7I� State_lZ Zip DS
LOCATipN OF PROBLEM, IF DUTEkENi':
Access .permission Granted � Card Hfft (Would Lao To $B Prmnt)
r 5
k Z
c 4- /�S f
Plat name: oqosl�5-
Other agencies involved:
Abjoe c e- x
7/ y
Lot No : ,
M
i/a S T R Parcel No. Kroll4 w Th.Bros: New
RDP — Basis , &,. Counoil District,, City Charge No.
AUSPoME. C
,itizen notified on l It) by: � phone ^ Iehter in person
ew �1�� 'I �Cl.�� � �� � t ' Po3
y+�� Lr� -
Block No:
DISPOSITION: Turned to on _ l i by OR: No further action recommended because:
Lead agency has been notified:
Problem has been corrected, — No problem has been identified, - Prior investigation addresses problem,:
SEE Mr, #
Private problem - ND.A.P will not consider because: .
Water originates onsite and/6onneighboring parcel.
Other (Specify
i-ATE C .OSE+D: l / �1 �03 _ BY: ��'*az-v �2°,� "' ?
COUNTY
w DRA WAGE DWESTIGATiON REPORT
I F'1LLb MMMATIUN
AND. 9261 __ P.
NAME: Ken Taylor
ADDRESS: 14920 SE 139`h Pl; Renton, 98059
P14ONE: 425-235-4367
TIC, BROS PG; 656J3
KRGLL PAGE: 811
MAXNT, DIiF : 4
MITALS;MAG
On site Deeelmber 5, 2003. AS the time of my visit it was precipitating heavily- and the pond and control structure
Were working of well. The inlet to the control structure had some moderate debris on the trash rack This debris did
not disrupt flow to the control stmeWre. The inlet to the pond was- running at normal capacity for the conditiow at
the time of inspection. The Emergency spillway for this pond spHls over the control structure onto 1494 PL SE. On
November 19, 2003 the area experienced significant preelpitatiGn. i could find no defects at the time of my inspecdou
to indicate a blockage in the control structure or catch basins down aYream from this faclItty.
�-
Fence
fur ifi�!'/
I
y
1
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4 I
i
130
6AP
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CG-3
9
Shy Creek - Level 1 Downstream Analysis
4 Task 5: Mitigation of Existing or Potential Problems
4.1 Drainage Concept
The proposed drainage system will consist of a standard curb, gutter and sidewalk roadway
section with catch basins for the interception of runoff associated with onsite areas. The
runoff is tied into a proposed conveyance system which in turn will discharge into the water
quality/detention facility located near the southwestern boundary of the site. All
conveyance, flow control, and water quality systems will be sized per the 1998 King County
Surface Water Drainage Manual requirements. Drainage will be released from the detention
pond by means of the Level 2 Flow Control and treated under the Basic Water Quality Menu,
4.2 Specific Problem Mitigation
4.2.1 Floodplain Analysis
A "Shy Creek Development Floodplain Analysis" (August 31, 2006) was completed by
Montgomery Water Group, Inc. for this site. HEC-RAS Modeling was used for floodplain
analysis and is included under separate cover.
September 19, 2006 \ Page 4-1
Job No. 03-185TRIAD
A350CIT ES
r
OFF -SITE ANALYSIS DRAINAGE SYSTEM TABLE
Surface Water Design Manual, Core Requirement #2
Basin: Cedar River Subbasin Name: Lower Cedar River Subbasin Number -
Symbol
Drainage
Component Type
Name, Size
Drainage Comporient
Description
Slope.
Dlstance
from site
discharge
Exis#ng
Problems
Potedtial
Problems
i 6f"°f-t W
resource nev*inier; or `
see map
Type: sheet, swale,
stream, channel, pipe,
pond; Size. diameter,
surface area
drainage basin, vegetation,
cover, depth, type of sensitive
area, -volume
%
1/4 mi = 1320 f
constrictions, under capacity, poWing
overtopping, flooding, habitat or organism
destruction, scouring, bank sloughing,
sedimentation, incision, other erosion
tributary area, likelihood of probl6m
overfowpatt"ys, potential impacts.
n/a
ditch Flow
Analysed by Morrtgornery Water
Group. See Section 4
2.0%
0'-400'
None
None
Analysed by Montgomery Water Group.
See Section 4
n/a
culvert
48" CMP Pipe
2 0%
400'-450'
None
None
Trash Rack was damaged on south end
outletting to Maplewood Creek
n/a
channel flow
wide, vegetated ravine tailed
Maplewood Creek
varies
450'-2000' or
more
None
None
None
Triad Associates
�P-'03185\0wgfrles�ExhrbitsWC and Conceptual Outfall Plan.dwq, -1 'onceptuol outfoll plan, 03185P-851, 03185csp3.fif 03185r r1F
F �
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ly'
Developed Conditions and conceptual Outfall Exhibit
r
N
>
CANNER HOMES COMPANY
SHY CREEK
r1 t
P
g
a
CITY OF AEN70N, WASNlNGTOH
.+n t+rwt
am
trar..
Shy Creek - Level 1 Downstream Analysis
Appendix
September 19, 2006 Page A
Job No. 03-186 A
11 ASf9C1T15
Shamrock
Level l Downstream Analysis
King County, Washington
Date: 1/19/04 Job # 01-159
Revision Date(s)
9 6/29/2002
J 9/ 12/2003
5/26/2004
Prepared By:
Ben Rutkowski
Schwin Chaosilapakul
Reviewed By:
Rebecca Cushman, PE
Shamrock
LEVEL 1 DOWNSTREAM ANALYSIS
King County, Washington
Prepared For:
Prepared For:
CamWest Real Estate Development, Inc.
^ Issued July 29, 2002
Revised September 12, 2003
Revised January 19, 2004
Revised May 26, 2004
Prepared By:
Schwin Chaosilapakul
Ben Rutkowski
Reviewed By:
_� Rebecca Cushman, PE
Shamrock — Level 1 Downstream Analysis
Table of Contents
IINTRODUCTION ........................................................ I ............................. I .......... 1
2 SITE .................................................................................................................... 2
3 UPSTREAM DRAINAGE ANALYSIS ................................................................. 2
3.1 Upstream Basin... ........ . ..... ................. . ................. .......................................................... 2
4 DOWNSTREAM DRAINAGE ANALYSIS ...........................................................3
4.1 Onsite, Runoff ....................................................................... .............................................. 3
4.2 Mite Runoff .......................... .................................................................................. ....... 4
4.3 Downstream Capacity ... -- ...... ...... — ................................................................................. 4
4.4 Downstream Drainage Problems ...................................................................................... 7
5 RESOURCES USED FOR ANALYSIS ............................................................... 8
5.1 Sensitive Areas Folio ...... ........ -- ...................................................................................... 8
5.2 King County Basin Reconnaissance Program ................................................................ 8
5.3 Soils Survey for the King County Area ........................... ............................... . ............... 8
5.4 King County Community Planning Area ......... ......... ........ . .......... ................ . .......... 8
6 DRAINAGE CONCEPT ....................................................................................... 9
0 Appendix .................................................................................................................. A
Existing Conditions Exhibit
Developed Conditions Exhibit
Downstream Drainage Exhibit
Tributary Areas Exhibit
Soils Map and Legend, Hydrologic Soils Group Table
Sensitive Areas Folio
King County Basin Reconnaissance Program
King County Community Planning Area
Complaints
Excerpt from Sienna Improvement Plans (6 Sheets)
u
Shamrock — Level 1 Downstream Analysis
1 INTRODUCTION
Sharnrock is a 34.5 acre site spanning both King County and the City of Renton jurisdictions.
The total proposed project will contain 129 lots. The King County portion of the project
proposes to create 118 single-family lots (74 lots will utilize Low Impact Development) on
an approximately 29.8 acre property_ This Technical Information Report (TIR) is for the
King County and Renton portions of the project. The Vicinity Map below shows the City of
Renton boundary. The part of the site outside the City of Renton boundary is subject to King
County DDES review.
The site is north of 128Eh Street SE, west of 148`h Avenue SE. The property is within Section
10, Township 23 North, Range 5 East, W.M., King County, Washington. Please see the
Vicinity Map below.
t
To 405 900
AIAY mt F1.
OUNIY PARK
l� O
i
i w ss9t7(/
SC 1161h St �d
{ SE 1171h +.
Iq St 900
Q
5£ 1101h o �+
ST w t
r fi
SE COAL
FEU
r74fA PARK
S �1
Tp !-4 5 �� � T ``—•— — PARK
p k
NE 4th ST RIDE
Sf TE a
4
SE rshhn sr
3 sf 1,ure tr
kF_J r— I
VICINITY MAP
Not to Scale
Site visits were performed on July 2, 2001 and July 15, 2002 and July 14, 2003 to observe
the upstream and downstream drainage conditions. The following analysis is based on these
site visits and related research of available records.
May 26, 2004 Page 1
Job # 01-159
TRIAD
Shamrock — Level 1 Downstream Analysis
2 SITE
UThe existing site is a wholesale nursery with two residences and several outbuildings that will
be demolished (see Existing Conditions Exhibit, in Appendix). The site generally slopes
from the east to west. An onsite wetland exists on the northwestern portion of the site.
Slopes range from 2-12 % with pasture ground cover. The site exists within two basins.
3 UPSTREAM DRAINAGE ANALYSIS
3.1 Upstream Basin
There are several upstream areas that are tributary to the site. Areas 1 and 2 are tributary to
the portion of the site that is within the May Creek sub -basin. Please see Section 5 in the
Technical Information Report (TIR) for detention/water quality issues- Area 3 is tributary to
the Lower Cedar River sub -basin portion of the site located in both King County and the City
of Renton. Please see Section 5 in the TIR for detention/water quality issues. Area 4 is
tributary to the wetland only and will not affect drainage. Areas 5 and 6 were previously
assumed to be tributary. However, additional topography revealed that it is not tributary.
Upstream from the southeast section of the site is a development called Morgan Place which
contributes approximately 3 acres.
The site contains slopes ranging from 2-10%, predominately in the westerly direction
consisting primarily of pasture, some light forest, wetland and two existing houses. Refer to
the Tributary Areas Exhibit at the end of this report.
May 26, 2004
Job # 01-159
Page 2
Shamrock — Level 1 Downstream Analysis
4 DOWNSTREAM DRAINAGE ANALYSIS
Refer to the Downstream Drainage Exhibit and Upstream Tributary Map from the
Loken/Johnson Report, Sheets 1 and 2 from the approved King County Project L02SR037
and Sheets 10, 11 and 15 from the approved City of Renton Project of Sienna at the end of
this report.
4.1 Onsite Runoff
North
Approximately 17.0 acres of the northern portion of the site slope from east to west. Slopes
range from 2-12 %. This northern portion of the site is tributary to two onsite.wetlands
located in the northwestern portion and north -central portion of the site. The northwestern
wetland discharges to the north and south, whereas the north -central wetland discharges to
the north only.
South
The remainder of the site drains in a southwest to south direction over gentle slopes. Runoff
is collected in an existing detention pond located north of the intersection of SE 128`' Street
and 146"' Ave. SE. Specifically, at the southeast corner of the southernmost parcel of the
site. Runoff from the pond discharges south offsite beneath SE 128"' Street through a 42-
inch pipe.
May 26, 2004 Page 3
Job # 01-159
/TRMD
Shamrock -- Level 1 Downstream Analysis
4.2 Cffsite Runoff
-� North
Discharge from the north half (+/-) of the onsite northwestern wetland flows offsite to the
north through a 12-inch CMP and a 6-inch concrete culvert and into a pond in the adjacent
property. The pond discharges north into a wetland, then to Honey Dew (Honey) Creek
which, according to the December 1990 King County Sensitive Areas Map Folio, is an
unclassified stream in the May Creep Sub -Basin. The north -central wetland discharges to the
north and connects with the off -site wetland described above. Honey Dew Creek combines
with May Creek over two miles downstream (north) of the site. May Creek is in the Cedar
River Drainage basin and ultimately discharges into Lake Washington.
South
Runoff to the south flows through a 42-inch pipe then into a ditch behind a residence at
14415 SE 128th St. The ditch ranges from 2 to 3 feet deep and then travels under a driveway
via an 18-inch culvert. The storm water enters the north property line of a new development
(Sienna). The flow is then picked up by the 36-inch bypass conveyance pipe within the
Sienna development and continues in a southerly direction until passing the quarter -mile
downstream point at its intersection with SE 132"d Street. From there, the flow continues to
travel in the 36-inch pipe approximately 200 feet west on SE 132r° Street before changing
course to the south on 144"' Avenue SE. The flow then travels south on 144'h Avenue SE for
approximately 600 feet where it connects to a 24-inch cross culvert. The flow then continues
to the west in a defined stream channel.
4.3 Downstream Capacity
The Sienna project included the design of an upstream bypass conveyance line. The sizing of
this pipe system was based on assumptions made of the upstream basin. These assumptions
were made based on limited topography. As a result of more detailed topography, it is found
that the original assumptions are conservative. Please see the Tributary Areas Exhibit
located at the end of this report.
May 26, 2004 Page 4
Job # 01-159 f
1 TRLA d)
Shamrock - Level 1 downstream Analysis
The following is an excerpt from the Final Corrected Technical Information Report provided
to King County under Permit #L02SR037 dated September 16, 2002,
Begin Excerpt
Conveyance for Upstream Flows
The KCRTS 15-minute time step was used to determine the overall flows tributary to the pipe
system conveyance. 67.2 acres upstream area has been recently developed Those areas
pertaining to new development were modeled using the information obtained from previous
Technical Information Reports. The remaining areas were modeled using approved
Technical Information Reports, Aerial maps and actual survey. All of NE 4rh Street right-of-
way was assumed impervious. An additional 7.81 cfs from the I00 year outflow of the
detention pond from the City of Renton approved project of Sienna was added at CB 4
making the total flows piped at 75.41 cfs. Please see the upstream tributary map. The
following is the ground cover breakdown of the 159.43-acre tributary area upstream and the
KCRTS 15-minute time step printout_
Till Forest:
74.94 acre
Till Pasture:
9.76 acre
Till Grass:
33.86 acre
Flow Frequency Analysis
Time Series File: jan28. tsf
Project Location:Sea-Tac
Wetland 4.81 acre
Impervious: 36.06 acre
---Annual
Peak
Flow Rates ---
Flow Rate
Rank
Time of
Peak
(CFS)
20.50
6
2109101
12:30
14.40
7
1/05/02
15:00
44.13
2
12108102
17;15
13.82
8
8123/04
14:30
25.62
3
11/17/04
5:00
21.65
5
10/27/05
10:45
24.49
4
10/25/06
22:45
67.60
1
1109/08
6:30
omputed Peaks
-----Flow Frequency Analysis-------
- - Peaks -
- Rank
Return
Prob
(CFS)
Period
67.60
1
100.00
0.990
44.I3
2
25.00
0.960
25.62
3
10.00
0.900
24.49
4
5.00
0.800
21.65
5
3.00
0.667
20.50
6
2.00
0.500
14.40
7
1.30
0.231
13.82
8
1.10
0.091
59.78
50.00
0.980
This conveyance system has been designed to convey flows up to the 100 year storm without
overtopping.
May 26, 2004 - -- - - Page 5
Job # 01-159
/Tam
L1
Shamrock —Level I Downstream Analysis
Freeboard Tables from Storm Sewer Output
Upstream Tributary Pipe System
outfall- 1
410.00
409.08
0.92
I-Ypstream
410,00
409,10
0.90
2
415.80
409.96
5.84
3
420,10
411.96
8.14
4
421,84
419.37
2.46
5
428,50 1
423.27
5.23
6
430.65
424.72
5.92
7
431.32
425.43
5.88
8
432.52
429.49
3.02
9
1 433.00
430.17
2.82
10
431.25
430.88
0.37
End Excerpt
Additional survey and analysis of the onsite wetland located on the west property line of
Shamrock determined that approximately 22 acres of assurned tributary area to the bypass
conveyance system flows to the north as apposed to the south. Therefore, the designed flows
to the bypass conveyance system are more conservative with less tributary area.
May 26, 2004 Page 6
Job # 01 -159
/TRMD
(-)
Shamrock — Level 1 Downstream Analysis
4.4 Downstream Drainage Problems
North
According to King County Water & Land Resources Division, there have been no recent
problems downstream of this project. The complaints that have been documented are
associated with downstream properties near the East Renton project. These complaints are
over 12 years old. King County suggests not following up on any complaints before 1990
due to their age, development that has occurred, etc. Additionally, no complaints have been
documented at those addresses for 12 years, so the problem most likely has been corrected.
The complaints are linked to a private home drainage system and a private road washout due
to no drainage system rather than flooding, or erosion of the large drainage course that our
site will discharge to. Since no complaints have been documented at this location in the last
12 years, it is assumed that corrections have been made as a result of subsequent
development.
South
According to complaints compiled by the King County Water and Land Resources Division,
several instances of flooding have been reported in areas near the downstream drainage path
of the site. Problems of flooding and drainage in these areas seem to have been alleviated
with the recent installation of a 36-inch pipe system shown in the Downstream Drainage
Exhibit. Details of complaints are included at the end of this report.
Since the installation of the 36-inch conveyance system there has been one downstream
complaint. This complaint comes from the resident at the address of 5511 NE 2nd Street.
The resident complains of the roadside ditch overtopping. Per conversations with Ron Straka
with the City of Renton, this is not considered a major issue and the City currently does not
have plans for maintenance. In addition, available topography suggests that potential over-
flows from the Sienna project would flow east along 3rd Street to Lyons Avenue, then south
along the west side of Lyons Avenue rather than further east to the subject property. A copy
of this complaint along with photographs can be found in the Appendix. Also see the
Downstream Drainage Map #2 included at the end of this report.
May 26, 2004 Page 7
Job # 01-159
!'TRIAD
Shamrock — Level 1 Downstream Analysis
5 RESOURCES USED FOR ANALYSIS
.:� Refer to the appendix for a copy of the following maps and figures.
5.1 Sensitive Areas Folio
Maps from the King County Sensitive Areas Folio, dated December 1990, show that the site
is not in a sensitive area with regards to seismic hazards, coal mines, landslide hazard,
erosion hazard, streams or wetlands_
5.2 King County Basin Reconnaissance Program
According to the King County Basin Reconnaissance Program, the site is located within the
Lower Cedar River sub -basin of the Cedar River Drainage Basin and the Honey Creek sub -
basin of the May Creek Drainage Basin.
5.3 Soils Survey for the King County Area
The site is underlain with Alderwood gravelly sandy loam according the Soils Survey for the
King County Area.
5.4 King County Community Planning Area
The site is located within the Newcastle Community Planning Area.
May 26, 2004
Job # 01-159
/fRLAD
Page 8
U
Shamrock — Level 1 Downstream Analysis
6 DRAINAGE CONCEPT
The proposed drainage system will consist of road and ditch section to convey the street
runoff. Roof and footing drains serving individual lots will be directed to swale systems
which will increase travel times, convey runoff, as well as provide water quality treatment.
All conveyance, detention, and water quality systems will be designed per the 1998 King
County Surface Water Drainage Manual.
It is anticipated that there will be two detention facilities. One facility will be near the
western border of the site at the end of SE 124th St. The second facility will be located south
of the site on the Bales Property (reviewed under the City of Renton jurisdiction). A public
Storm drainage easement will be required to convey site runoff across the Bales Property to
the detention facility. This facility will be sized to accommodate both the Shamrock Plat and
the Bales Plat.
The portion of the site between SE 124'11 Street and the northern boundary will incorporate
Low Impact Development (LID) concepts. The LID concepts utilized are amended soils for
increases infiltration, open swales used for the conveyance system to attenuate flow rates and
roadways slopes in one direction to decrease the need for cross culverts. Roof and footing
drains will drain to open swales or dispersion trenches via a perforated drain pipe. This will
increase the time of concentration to the proposed pond. Additionally, the public right--of-
way has been narrowed and private drainage tracts have been created to reduce the need for
public maintenance. The portion of the site between SE 1241h Street and the southern
boundary will be designed using standard development methods.
May 26, 2004 Page 9
Job # 01-159
TRIAD
Shamrock -- Level 1 Downstream Analysis
Appendix
May 26, 2004 Page A
Job # 01-159
TRIAD
,cushmcn, Ma#' --' 2004 — 11: 24am '
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TRIBUTARY AREAS EXHIBIT
, _ • y/
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CAMWEST
SHAMROCK
x
r
LEVEL i DOWNSTREAN ANALYSIS
i
m
KING COMM, WAAWIPT"
J
II
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DOWSTREAM DRAINAGE
EXHIBIT
CAMWES T
k
SHAMROCK g i g
� y
LEVEL I DOWNSTREAM ANALYSIS
KING COMM WAWWGrQN
x x
uro�l
x
� car�I x
x
x
6i Cal
1^!'ritx OC6a1 x lout x [►Sit x xu I pail
4
anal x UvIll x MRi
b��Wvat
outxri x x misx
os�sl
x
1nilx x f"alx fir at •
arm � � x x
xC#1 ti" H iin
uyx x
a
x
CIw x
\1 Crc7i x IATM;x
� x
x
x tom+ x
69+ut
x IViRx
gyaaS "~
tlrw x it x pus 1
m
rHsil x 9xi1 Oi[ is tr iit x
Q�N
t e•� �rilx Worst
wn
ressl
�` erg sn www x
` x Inn
�x
x
twin
onl l
x tTrg
Gnu x st
x
isa:
K c
cvw x
MAI x
W49 x
x
c
br'U
IN
0
SHEET N O. 11
KING COUNTY AREA, WASHINGTON
(FtENTON QUADRANGLE)
J 6B0000 FEETDE-
47°3V
gc
.RJ3 Ajq j 9N 9J5 1 y
�. .. _� sane :: o - �• ..{
13 El
�iltr _ �: •EvB II• -
1• x -3 3 424 .. i - - $216
w I SIT E J80000
AgC 1
A F
BM a. 37py
Py
N
A • `.tr AkF
Rlp PyMa I �I,
py
o Ma
a' n s . �iliet Rh. u
Ur 4r t
AkF
I e1 -'AkF
w ' Aar N& py
AgClo:i
�i A&D��'. AkF
J B r y, `sl
496
''`eC', _be
Pe
I AkF !
Ago - -
mB AEC 1i
` A g tl i A B Ctr`C
{ �( 27 :� 2
I: 492 I r
. ...... r . v • ���'4vr1 V1,L
A&ERVATION SERVICE
SOIL LEGEND
The 1:rsr 1cvP4v1 Irrler is ohr :n:r:vt or+e e( r),. sell r:o.••c. A sec Pr+d -Pimp !rl•r•-
A, E. e. F, :nd:r ores ,6r c lass of slope. Sy r.•bn is w; 11+ow o atop. Mrr.
wr at•osr PI n ly 1"0 soils.
SYMBOL NAME
AgD Aldt -ecd grv.e fly seedy loow., O re 6 V. rc eon slops
—�—� AqC Aldr•--ae491v-r11y ser-dy loo,e, 6 re 15 prrcena slopes
Ago A1de.^•oed g, ve lly ay.dy Loom, 15 ra 30 plot rnw slPPrs
ALF Ardrr-avd veil X:,sep sass, eny sleep
Arng Arrnaw, Amer+-oed v ...le1. 6 ra 6 pert rna slope+
A+••C Ar"s., Alden-yad a,qa rr:ol, 6 re 15 pe•c r•a slopes .
Ae. A,rro:, E-r. err va,e.:vl r
grC Drays:re qe rlly seedy loo +, b o0 15 Prrc ens slopes
' 8.0 Drorairr 9v-1117 -Jr roes, 15 as 30pr,.rnr s?-Pel
Be i Brara:rr yeve tly so+dY loe , a0.o 75 v-t slops
Bh 0•it i.yl•�.r • �.,.
& B•saw sill Ieem
g� D••iLMy sib Irvin
Cb Cmsiel DearMs
Ed Edgr-kL 1:^e :Deily Irv•.,
E- B f •r r a yr r ny seedy Yovrrti 0 re 5 plot rni s rope s
E-C E-r err grar-e11y so^dy lov.w, 5 ry 15 Pe rr slope+
E-O E-•rcng•a eny r••dy 1—, r5.v30P•• 1 slrpra
f'•-[ f-••• ..nldr r•-evd goo-r Ry aa.dv loom- 6-�v 15 wrcc^r siepra
r^� Md:orolo lae.ny r:^• Bond. p ae • pe•cc... a lovr>
1^C 1^d'•ser>e roomy r•^r send- a ,v YS Pr•er^1 .InP,a
inE) ,••ilia••. to roomy ,^• se••d- 15 ao 30 pr•r r^� > loPr>
�aB x-.+aP +.P lae •., 7 +r Fi Pere^• alePrs
r.pC x:,,oP >:I•Ivo.^. 8ro IS Pr•c •^r sieves
xrD r.ai.p sae 1q_. i51. 30 P••crm siear>
Kac rr l.vs o rlly Iw-•y .o f, 61. IS pr•r •�• sooP.a
YAp M:+rd ell. -:of rpr7d
rl.0 ilrihe .r•y g•a•rlly leo ^, so^d. T IP 15 Pr•c r r aI.P.,
Y�g Nrrbrg s�A 1or ».
pit Noel se.i a,lr Iro^•
lie Nwao ar^dy lov•
C1, ate+ P. W
cl P+dio ;It loe.••
a-e 0-0t g, yr 11, lao•••. Oar 15 Pr•c r••s aroDes
O•E1 pvell gravrily 1eo•r, 15 10 75 Pr. t 31PPrs
C1-F Q.11 g1 avr 11y 1ve , 00,P 75 prole a sYrpes
PC P:hh+w4 Ivvmy u— svnd
Ph Pi46-k line a 41y 1eo•••
Pr Ps.grr si1.y .Ivy 1—
Pr Prlelk•p lief sor+dy Ivo•n
AoC Rogw Iinr sorrily 1vve,, 61. 1S Pr.c rnt slovrs
ReD R.ii— h: ,and, loss., t5 ro 75 pr. c rnr slep.a
RdC Rey.•e.•fnd:ono}o ess otter: a, sloping r
RdE Rvg+.a-Indlonale wser ;er;as,, ..�odn early s1rrP
R. Rrnlen sib loom
fch Ai.rrvr :wh
So 3a1e1 sill Iaoaar
Sh Senrwaoarifk silo loom
S► 5soyi lr,v
Se Shnkw in 16
$n S: s I h lees.
So Snahem:sh sib I..a,
. $. Snvhorvlsh Wr tao.w 16;0. swioc. ,•vr:vnr
Sr Svl.en will Ifti-
7 v-r.";1. m,ac R
ll. Lhbon Lend
We 1PYood:r++•; 11r s;11 leov.
v T6e rrrnPo Pil of 1M3r refry 4 •,,ae tie �vble rAPn river of ,he er Y.r,s
.n eh, woo, b, ',, hos L-e rn rannvlled �rll rnrwgl+,o :nrtlp.rr la ihr
raper red vs, Of 1I,e aeils.
KING COUNTY AREA,WASHINGT(
F3wndw �, ror:a,•a1
Inc a par e• r d C ly
Rr srr+v,:or., ryri
S-11 Pe. L.
.....-
T
Serr:w Y:-rr, 1},:,er
Sr. ra.r y;nr, veq r.
Tv- aY•:P 1:r-e, nor
Seer: v^.Q ^r., law
eav-oils•, •.•a^.+-r^r
Tole p>•o^r 1:.•r. r•rr
'/ar Ily orhy rhp^ wy
10 %s: oN,
Cwo•rd e• ta•rd••er4
NP:r v^rvl or•d �rrwk
7 P61e., , p'• �. love
prr..r err n'•rreblr +
Fya ii pn.0/feel. vl rlr
An, rocw.e•ebYr-
vr./:cvl rrr,1.01 two#&
cith.,'eto rreblvr
CherL.d aW rlea•es6
UnrIreIt.dsPat rIr.r
C ---'1:A K I - 11,01r.11")VI I V_zz V I."" P
-z
SCS'Soil Type
SCS
Hydrologic
Soil Group
KCRTS Soil
Group
Notes_
Alderwbod (AqB, AqC, AgD)
C
Till
ATenis, Alderwocd Material (Arj)B, AmC)
C
Till
Arenis, Everett Material (An)
B
Outwash
I
Beausile (BeC, BeD, BeF)
C
Till
2
—Bellingham (13h)
D
Till
3
_136scot (BF)
D
TDI
3
—Buckley (Bu)
D.
Till
4
Ea0mont (Ea)
D
Till
3
Edgiewick (Ed)
C
Till
3
Everett (EvB, EvC, EvD, EwC)
A/B
0uhYash
1
Indianola &C, InA, InD)
A
outwash
I
Kilsap (KpB,-KpG,_KpD)
C
Till
Klaus (KsC)
C
Outviiash
1
Neillon (NeC)
A
Oulwash
1
Newberg (Ng)
B
Till
3
Nooksack (Nk)
C
Till
3
Norma (No)
D
T ill
3
OFCaS (01)
D
Weiland
06dia (0s)
D
Till
3
Ovall (avC, OvD, OvF)
C
Till
2
Pilchuck (Pc)
C
Till
3
Pugel (Pu)
D
_101
3
Puyallup (PY)
B
ill)
3
RagnaF (RaC, RaD, RaC, RaE)
B
Oulwash
I
Renton (Re)
0
Till
3
Salat (Sa)
C
Till
3
Sammamish (Sh)
D
-Till
3
seartle (Sk)
D
Weiland
Shalcar (Sm)
D
Till
3
Si (Sn)
C
Till
3
Snohomish (So, Sr)
_Sullan'(,Su)
D
Till
3
C
Till
3
Tukwila(Tu)
D
Till
3
Woodinville (Wo)
D
Till
3
Noses:
J. Where outwash soils are saturated or underlain at shallow depth (<5 feet) by glacial 101, they should
be treated as [i)l soils"
2. These are bedrock soils, but calibration of HSPF by King County DNR shows bedrock soils to have
similar hydrologic response to till soils"
3. These are alluvial soils, some of which are underlain by glacial till of have a seasonally high water
table. In the absence of detailed study, these soils should be treated as till soils.
4. Buckley soils are formed on the low -Permeability Osceola mudilow- Hydrologic response is
assumed to be similar to that of till soils.
1998 Surface 1'6icr DrsiE!ri Manval
3-25
9/1199
f. -
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I
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Ty"
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Address of Prd*m
emu*
*
itu'oa Pala
pitmir
Code
..j3-0224
C
PONDING
12217
1467N AV
SE POSSIBLE SAO VIOLATION/NTCH ENCRO
658,11
1995-0788
C
DISCHARG
14328 SE
128TH ST
COMPLAINT REQU NO INV@ THIS TIME
656J1
1995-0991
WQC
DUMPING
12516
142ND AVE
SE, APPARENT PROPERTY DISPUTE
656A
1996-0860
WOC
EROSION
14328 -SE
1287H ST
656J1
1996.1,401
C
FLDG
—SE
128TH & 142ND A
SE MAINTENANCE OF EXISTING CHANNNEL
656J1
1997-1625
WQA
BMP'S
14413 SE
128TH ST
65631
Page 'I at 1
U
no county Water and I and Aoswrms WNW - Stu mukatrar services Sewn
rAmalBIRt SNMk Pnnt&d : 7122)2002 2:1422 PM
_ plolnt
Ty"
WS
Type 1n PmWom
Addrum of ProbW
CatolleRta
Throe Pop
Ibjr
lts75-0135
C
FLDG
13921
SE 136TH PL
SWAMP/SE 136TH PUHIDEWAY HTS
656J2
1981-0197
C
DRNG
13832
SE 131ST ST
BLKED
666,12
1982.0341
C
FLDG
14005
SE 133RD ST
656,12
19B2-0386
C
DRAG
12808
138THAVE SE
F FLDG
656,12
1982-0491
C
FLDG
14009
SE 128TH ST
MAPLEWOOD HTS
656.12
1982-0525
C
DVR
16935
116TH AVE SE
@ SE 132ND/144TH AVE SE
656J2
1983-0353
C
FLDG
13224
1447H AVE SE
656J2
1984-0221
C
DVR
140XX
SE 132ND ST
FLDG
656J2
1985-1010
C
DRNG
14100
SE
132ND ST
SEE 84-IOOSNG ROADS
659J2
1986.01D9
C
DRNG
14011
SE 132ND ST
SURFACE WATER
956J2
1986.0256
C
656J2
1986.0256
F
656J2
1986.0256
S1
COMMMED DATE:1 ST QTR 1989,
656J2
1986.03A4
C
DRNG
138TH
AVE
SE
SYSTEM SILTED
656,12
1986.03A4
E
PROD CRTD-
656.12
198&0739
C
FLDG
13323
146TH AVE
SE
WATER FROM SCHOOL
856J2
1987-0255
C
FLDG
14639
SE
132ND ST
STANDING WATER 8 MUD
65622
1087-0328
C
DRNG
13323
146TH AVE
SE
CO DIVERTED DRNG ONTO PROPERTY
656J2
'-0405
C
FLDG
13025
138TH AVE
SE
SEE87-0463 OVER STREET
656,12
0445
C
FLDG
13837
SE
128TH ST
FILLING OF LOT
656J2
)0445
ER
FLDG
13837
SE
128TH ST
SEE 66-03A4 PENTON. 87-0707
656J2
1ao?-0463
X
FLDG
13025
138TH AVE
SE
ON 136TH AVE SE
656J2
1988-02BO
C
DRNG
141D6
SE
135THST
STRORM DRAIN FAILURE
656J2
1989-0036
C
DEBRIS
14003
SE
132ND ST
DEBR1 ON RD TO DET POND
656J2
1989-0113
C
DRNG
13852
5E
128THAVE
DRAINAGE OF NE)GHBORS FILUROAD CO
656.12
1989-0200
C
SETTLING
13120
138TH AVE
SE
SINK HOLE 1N YARD
65W2
1989-0461
S2
FLDG/DVR
14011
SE
132ND ST
SEE:86-0256 YAHN PH I
65W2
1989-0472
X
INQUIRY
14105
SE
133RD ST
STATUS OF STUDY(YAHN STUDY)
656J2
1989-0636
X
DRNG
14103
SE
132ND ST
YAHN STUDY COMPLAINTS
656J2
1990.0209
C
FLDG
14639
SE
132NO ST
DITCH OVERFLOW/STORM EVENT
656J2
1990-0388
C
DRNG
14105
SE
133RD ST
FLOODING IN NBRHD
656.12
1994-0512
C
DRNG
13600
138TH AVE
SE
CROSS PIPE ERODING RAVINE
656J2
1990-0556
C
DRNG
13323
146TH AVE
SE
DITCH ENDSIDIVERTED WATER
656J2
1990-0556
ER
DRNG
13323
146TH AVE
SE
XPIPE AND PONDIDITCH ENDS
656.12
'990-0804
X
FLDG
14105
SE
133RD ST
COMPLETION OF STUDY
65632
990-1511
X
FLDG
14105
SE
133RD ST
CAPACITY OF PLAT DRNG
656J2
9SI.0081
SR
DRNG
14105
S
133RD ST
PUGET COLONY HOMES
656,12
Page 1 o1 3
U
s 0*3101
iYpB
TYAB of PMWO41
Aftom of
Pr0bikn
Cf�rnm�rt�
TNos PI B
sambw
Emig
)1-0081
X
DRNG
14105
S
133RD ST
CCF#191-32/YAHN STUDY/FLOODED YAR
656J2
1-0098
SR
DRNG
14105
SE
1-33RD ST
CCF#SWM0124 PUGET COLONY HOMES
886J2
)1-0098
X
DRNG
14105
SE
133RD ST
CCF#SWM01241DEVELOPEMENT
656J2
,,31-0246
C
DRNG
14013
SE
133RD ST
PLUGGED
65612
1991-0246
SR
DRNG
14013
SE
133RD ST
PLUGGED PUGET COLONY HOMES
656.12
' 1991-0315
C
FLDG
14011
SE
132ND
DIVERSION/CULVERT OVERFLOW
656J2
1991.0619
NDA
DRAINAGE
10403
147THAVE
SE
STORM EVENT- D!W FLOODING
856J2
1991.0636
NDA
FLDG
14105
SE
133RD ST
CCF#491-32 NOT NDA PUGET COLONY H
656,12
1991-0636
X
FLDG
14105
Si
133RD ST
C CF#4 91-321PLAT DRAINAGE
656,12
1991-0650
NDA
DRNG
14105
SE
133RD ST
CCF#591-2 NOT NDA PUGET COLONY HO
656J2
1991-0650
x
DRNG
14105
SE
133RD ST
CCF#591-2 SAME OLD PROS
656J2
1991-0682
CL
FLDG
14105
SE
133RD ST
CCF# 591-2 DUE JULY
656J2
1991-0712
NDA
DRNG
14103
SE
132ND ST
CCF# SWM 0520 NOT NDA PUGET COLON
656J2
1991-D712
X
DRNG
14103
SE
132ND ST
CCF# SWM 0520 MANY COMP
656J2
1991-0715
C
DRAINAGE
14105
SE
733RD ST
NEIGHBORHOOD FLOODING
656J2
1991-0715
SR
DRAINAGE
14105
SE
133RD ST
PUGET COLONY HOMES
656J2
1991-0723
SR
DRAINAGE
14105
SE
133RD ST
CCF# 591-37 PUGET COLONY HOMES
658,12
1991.0723
X
DRAINAGE
14105
SE
133RD ST
CCF# 591.37
656J2
1991.0732
C
DRAINAGE
14024
SE
133RD ST
)LAMB (CLAIM)
656J2
1991-0732
SR
DRAINAGE
14024
SE
133RD S7
/LAMB (CLAIM) NOT NDAP
65&12
1991.0739
SR
DF;NGIFLD
14103
SE
132NO ST
CCF4 SWM-0610 NOT NDAP
C56,12
1.0777
NOA
FLOODING
14103
SE
132ND ST
CCF# 591-39 NOT NDA PUGET COLONY
656J2
)777
X
FLOODING
14103
SE
132ND ST
CCF.1 591-39
656J2
j812
C
(DRAINAGE
14639
SE
132ND ST
656J2
1—j-0868
SR
DRAINAGE
14010
SE
134TH ST
CCF# SVVM0279 NOT NDAP
656J2
1991-0868
X
DRAINAGE
14010
SE
134TH ST
CCF# SWM0279/PUGET COLONY
656J2
1997-0885
X
FLOODING
13405
142NO AVE
SE
CCF# SWM-0854/DRAINAGE IMPROVEME
656,12
1991.0688
SR
FLOODING
13800
5E
128TH ST
CCF#SWM-0852-NOT NDA-PUGET COLON
656J2
1991-0888
x
FLOODING
13800
SE
128TH ST
CCF# SWt O852VVETLAND PROBLEMS
656J2
1991-0946
X
DRAINAGE
14105
SE
133RD ST
CCF#: 91-08221GRANTING EASEMENTS
656J2
1991-1214
X
DRAINAGE
14105
SE
133RD
CCF# SWM 1217/PROJECT SCHEDULE
656J2
1993-0179
C
DIVERSON
137XX
144TH AVE
SE
POSS CLEARING VIOLATION
656J2
993-1064
C
FLDG
14400
SE
136TH ST
GROUND WATER UNDER ROADWAY
656J2
993-1085
E
DRNG
14600
SE
132ND ST
CHKSTATBYCMD7
856J2
993-1085
ER
DRNG
14600
SE
132ND ST
656J2
997-0055
C
FLDG
14105
SE
133RD ST
PUGET COLONY HOMES
656J2
997-0055
NDA
FLOG
14105
SE
133RD ST
PUGET COLONY HOMES
65SJ2
)97.0055
R
FLDG
14105
SE
133RD ST
PUGET COLONY HOMES
656J2
198-0360
C
DRAINAGE
14454
SE
132ND ST
APPEARS PRE GRADfNG ACTIVCTY NO PE
656J2
198-0534
WQC
WASHWAT
13224
144THAVE
SE
APPARENT GREY WATER DISCHARGE
656J2
Page 2 of 3
u
cla
Type of problem
Rddren of Promem I
�umn»ts
TbMa pw
6w
sI"
18-0534
WQR WQ1
13224
144TH AVE
SE APPARENT GREY WATER DISCHARGE
65"
3.0609
C CONS`fRUC
14606
SE 136TH ST .
CONCERNS RE NEW DEVeLP CITY OF RE
656J2
1}.0625
C STND H2O
13741
14BTH PL
SE SOGGY BACKYARD SOURCE OF WATER
656J2
.11-0697
C DDM
13309
146TH AVE 5
656J2
> aga3of3
COMPLAINT INVESTIGATION REPORT z
H
i
4E; OF COMPLAINT- N A---/
L , rtoN: .
_ SEc LETwp 23 F*r=
' xFlvu. tom.
COMPLAINANT: ��1rrt,C-J V.`-P COUNCIL DIST. �y
( HOME
.-t}
Addreas 3 3 L3 a � �- 3 City Sfate-- 71P WORK 41— tz/r _� r
pp
DETAILS OF COMPLAINTt ..„�cr 'r f E`...
I. J `-P 1� -
I5 �, 1 7 _ fv^► t co a,
T f- 11 F TF-t) &1 i) CI S
:OMPL4INT RECEIVED BY:
LS OF IWESnGATION:
site 3-8-90
�al- E17
Sketch on reverse side: Yes E- No [t Photos: Yes G'� —No ❑
Q�mtlry
had been raining earlier in the day and there was considerable run off at the time. Topo-
aphic maps for this area indicates run off should flow towards the Wofford property, and
witches direct the flow in this direction. Woff4d has approx 30 loads of fill in the north
east corner of his lot. The lot to the north,. has"a ponded area adjacent to the fill. Part of
that pond drains to the west and part over tops the drive to 4loffords house and drains to
the east into the newly cleared area (photo 4), 9 was told by Wofford that fill had been
brought into the back portion of the cleared lot -and the owner ditched run off to the south
(photo 5 b 6), diverting it from the original drainage direction, southeasterly. This im-
pacts Wofford's 5 acre parcel to the south of the newly cleared area, and to other parcels
in that area.
Photo 1) Looks south on 146th from SE 132nd.
2) Shows fill at the northeast corner of Wofforts lot.
3) Shows culvert outlet on east side of 146th at cleared lot_
4) Cleared lot. Area beyond gravel is saidito have been a 3'po6d before fill with out-
let in swaled background. r
5) Said to be diverted drainage flow.
6 Diverted flow into Wofford's acreage.
�tPLAIIVT INVC<STIGATED BY:• �t-n-Sty,
ION TAKEN: e �3r�= 1 Ca
_—._....----- ._.---.,.�DATE: :�
r
ant advised of action possible or laker:.by- Phone 0 Le11er Q Personal Contact
ntActlon Handfed By Closed; o 5 / 2`/V, OK'd:
N eme p>>♦ Uldd�
%-.JI tiV 4 V I I
Em
U
I Wm,
AJ&
S42
11
DRAINAGE INVESTIGA TI 03"st REPO JZILL UM 1
Page 1: VVEST1.6AT)ON AHDUEST TYPE L=%
PROBLEM
F -ived by.
i &d from; tl►.a,.. prim PWAIy !or Ii- nninP)• Ic)wYi IE+w)
GL (--2 �iy.✓C72 _ --- PHONE g�W—JA�r;7
City slate Zip
Location of problem, N diff Brent: CHARC,E T `
D8lails of Problana:����
�o �rs/ffty9/,�/JJ C ". -e 0 �- Y J
�/ ferry D 7i
F' rc -/!
J .
)the, agencies involved: (Give detai?s)
Spored lmpzcts_ Pfaaeriies:
ri onl e
Access road
Septic system
Dutbuzldings, garage
Yard/landscaping
Other property
stream, lake, vet -land
Dates/.;reouency o- occurrences:
rnm en Is: ,
.:..:'::.:'::�L'�L'::i:1;'•.a....._....,.i.: 5..—..US -p.r ►.J:':va:..C.._. ............�..�._.._�_.__ ._......�rF:L:i:.r
.:.d�v`s�-L-:r•...a�:tiii'F,x.C�ri!'�Yr� �'�3d.i_ , �, ... '-._._.� ___....��,.. - ' 4Mx:,itl']iu'vY:lk..��iX�•.r7f,�-.+:X"�dA:'3'r.::
-a60n1Trecking Info: _&f,1/4 SJLT2, R1i Parcel No. D /C—c]C-G—C Type.��-�
f Ca P_o yam, Percese-Z'
'Sin l+-C Council D'isf Dln Ref/Chg No_ C'ry Field invem;cz ion needed?
�t name: x �,� c / �'-�= aloct; No: Lot No:
6t-,.cam oEK rF�s
Iakeo: Assioned to: i urned to on f I / Innials: KROL L
$Ro. HEN: y .32-. DAT- CLDSED. J i / 0K'd:
-r�OLD: 5-
-
3
X1IN-MA .11 ItX-L 'V i1 r Y _r_ 0 A i vta 11uI`i XN_rGr U K I
Page l: INVESTIGATION REQUEST Type C_
PtxoHLEw I P 0A
�>-rvt HY: h'�f-I _ _ , Date: -` 2.2-
Received from:
.� (Day) (Eye)
NAME: � L� �� 4L U _ - _ PHONE 2r t - talQ? 1 2` t, - -r 't 9(
ADDRESS: JA�JFi -i �, � i L_`}� _ CityState ZipQ �
Location of problem, if different:
Reported Problem: CALL FIRST El (Would Like To $c Pwser)t)
d.�: cr rrl�il(C�J G - `�'hPi1 �
to �� �f � ►�� fk' Wcy'k�,e�l u 1_0I , 7
i'�c-c j W hfr� Co �`� ��F= C1D +njf
1n1Du� � Gi
ts� tit' str rum c�rF�rrxr�7"�� 6-n VJL lot��o�� �c •z cr. r7��.�`.
e'7'GC
It name: 12jCrz C k feu r 5 -,�? .� Lot No, 7 Block No:
-_.Iher agencies involved: No field investigation required
! • 23 CL.L'.�e.o � {initials)
- To BE COl►iPL�TfiD BY COntPIAINF PJidGRAM STA FF • •, - ' • -
%a S T R Parcel No. 0?, 4-1i0-Dt?ca`i Kroll S10 e Th.BroS: New
Old 35D
BasiA-0�— Council District C" Chargc No.
RF'SPONSE. Citizen notified on _ -Z�- by. phone. _ letter in person
Vie» fa �DE7 - 67Y'0.dC}zE�,;d� sU►,d.,-1,
and 4-c,r �J►���.,� moo,-�cf Poss:bl -►pUCJ
DISPOSMON: Tumed to on I I by OR_ No further action recorn.rnended because:
)' Lead agency has been notified:
Problem has been corrected. No problem has been identified_ Prior investigation addresses problem:
SEE FILL N
Private problem _ NDAP mill not consider because:
Water originates onsitc and/or on neighboring parcel.
Location is outside `NERD Servia Other
(Specify) -CLOSED- I By: J
Complaint 98-0360 Meyer
Investigated by Robert Manns on 5-27-98
I found that a Iarge area had been cleared, approximakuy Ill acre. An exisfmg depression with
water is located at the south , idc of Tax parcel 0847I�-0045, next to M yer's property. Some dirt
and debris has been pushed into the water from the grping work being done on parcel--0045. 1
checked Sierra and found no permits for the gradingwork- Clarcncr Weyer is the property owner
of this parcel. His house. is on the adjoining parcel; ha -use # 14602.
Meyer's property is not impacted by the'Mork, because of the higher elevation above the grading.
'PROBLEM*,
p*-rE)X ED t3Y:
Pagc I- I,TVEEnGATION REQUEST
Tate: g - /0 OK'd by -
Type .
�Ie?_ 53Y
ccived Pram:
(Day).
CIE: NONE
_r amity State Z.i ADDRE55: / r � CX p
Location ofproblern, if different:
Reported Problerar: CALL FIRST ED (Would Lice To 13c present}�'�
7- �� �� r 70 ate. Y- r elco
IL
F ame9�mo o /00 % t Lol No: f/ Block No:
&U` )agencies involved: f� E Co
p 4
��j No field investigation required
(inillaFsj
To BE COMPLETED BY COMPLAINT PROGROI STAFF
�
/4 S
T R Parcel No. � i �3 Kroll. . Th.Bros. New - C/
' Old
Basin L 61f Council District Charge No.
Citizen notified on by: phone letter in'person
SPOSJTIQN: Turned to on
Lead agency has been notified:
Problem ha's been.corrccled.
f I by OR: No further action recornmended because:
No problem has been identified. Prior investigation'addressts problern:
SEE FILE # _
Private problem - NDAP will not consider because: -
_NWater originates onsite and/or an neighboring parcel_
Location is outside WLRD Suvicc Area.
�__,M08ED: 1 / By:
Other (Specify):
KII+tG COUNTMA- R AND LAND RESOURCES DMSION
DRAINAGE NwsnGAT im REPORT VFF
wvFsnoAnoN REQVm Type eg
"OBLEM:
vED DV., te: FI No. Q3 -
Received froi : '
:• y 4 { (Day) (tIATI {Eve)- .r
NAME. PN6t1s
ATiDREsS: l at;_ ' �Stet�� ZiF
1.ocATn0N Of PRvBI.XM,_P DtMRErN:, yd*wi
eAccess Permrssran Granted 0 Cal!'rirst (waald Like To 13 Preseot)
pD C��
C �6
tkv
j &ee_ _W�_ AX 41 11y) vzx�/, 04e.
Plat name:
Other aizencies involved:
Lot No: Block No:
No field
t/4 S T R Parcel No. _Q2n&4_ KrollWQ _ Th_Bros: New into
Basin 1 CeR, Council District _a Charge No.
RMPONSE: Citizen notified on by: phone letter in person
��$ e. us's e� -+.J � r�fL�� ��-r�%t�i�1 n/ �S�' • l�- ��s %.tea-� l A-1
DI$POsITIOM. Tumed to on / I by_ OR No further action recommended because:
' r '
Lead agency has been notified:
— Problem has been corrected. No problem has been identified. ; Prior investigation addresses problem:
SEE FILE N
°rivate problem - NDAP will not consider because:
J Water originates onsite and/or on neighboring parcel.
Location is outside WLRD Se ice Area. Other (Specify):
LATE CLOSED: _� � ! O f By:
CvMplaint No 00.0763 N
Investigated By; Virgil Pacatapnm Dare:
DETAILS OF R VESTIGATl4N
I went to the residence of Mrs. Lots Archer on 11/29100 at 3,00 PK Sbe was not honye at time. Of the VWL 4 was
able to spoke with Mr. Rene Treidwell (ocighbor of Mu. Ard=) who Iivea at # 14003 SE I33`s St. He is also
concern on the damaged gate and people entcringfosing the easament as a U-4yaccen whdch is located at tlse
backtrear side of his propetty. Mr_ Treadwell showed me the damaged horn down gate. He informed ms that the
King cotmty has insWed the R=c gate and showed me also drainage catch basin along the undeveloped trail
Irtveatigation shows that the gate is located at the south end of the culdesac of SE 132' St. Tht gate is made of
42winum grill/ rotted bar and attached to a wooden post (4"by. " by 6 fact), The gate is at the corner of 1406 Ave,
SE and SE 13e Ave. St_ The fence gate is detached from the den post and bent.
Inquiry reveals that the access road is not included in the list of C maintained road. It is a dirt road and
u»devekj*d and no street vehk-War access. '
TO RID POND
Trail
Gravel Road
Damage Fence Gate
MR.. '1330I® air.
1 2 3
y I5
14
Archer
414004
am* y 83 FM air.
Omit Treadwell
�I14005
19
31
32
33
U IA
N
-- - DNTS
KING COUNTY WATER Am LA" RESOURCES DIVISION -
DRAINAGE YNVESTIGA' LION REPORT
nw&MOAnou R VEST
vF BY: Date: •f
Received from:
(Eve) f-•. _ 1
PHONE 40
City State Zip
LOCATION OF PROBLEM, IF DIFFERENT:
Access Permission Granted Call First (would Lice To Be,Prascnt)
• ZW
1110
C) F: el�A
FILE COPY
Plat name: dot Na: -.- BIack No;:.
Other agencies involved: S No field investigation required
V4 S T R Parcel No.,QB 4,-71A0 of Kroll _ Th.Bros: New
RDP Basin. Council District 1Z. Charge No.
RESPONSE: Citixe noti-fed on by: phone letter its person
)ISPOSITION: Turned to on / / by OR: No fuger action recommended because:
— Lead agency has been notified:
— Problem has been corrected. No problem has been identified. Prior investigation addresses problem:
SEE FILE #
u'rivmc problem - NDAP will not consider because;
Water originates onsite and/or on neighboring parcel.
Other-(Spccify):
ATF t"'LOSED: ! I By:
INVESTIGATION REQUEST
T'PC C L
=ved from:
(Day)L_ r'6 2 (Eve)
..AME: rf/•�' PHONE 6 ,r— ZS Z -- /t`,�
ADDRESS: / �fpt r,3� CState Zip ?,rQr7
L ocAVON OF PROBLEM, IF DIFFERENT:
Access .Permission -Grunted ❑ Galt first (would Like To Be Present) Q
-7-0 ,;( rX it &_ C r vG C41ca 3-
FILE `CQPT
'&me: paOfL Lot No: Block No:
Over a envies involved: No field invastigation reqcared
V S T R Parcel No.-6Kral _ Th.Brasc Now
ZDP _ Basin _ ^ Council District _ 1 Charge No. _
=POM& Citizen notified on byr, phone letter —in person
tsPoslTmoN: Turhed to on f by 0& No further action recommended be pst �' �►. '
• •. �. �.r�+�1.• A•,••
UM agency has b"U notified:
Problem has been corrected. No problem has been identified. _ Prior invcst4Xdon.
Private problem NDAP will not consl4ar because: r * �''N.,�
waft on6te an&or on neighboring pamel. '_ S
�4Y; /�^l�1�7� 't'C�,.'LS•n,s• �7 aN--•�-' y'�`•• �rf `-'�yt1�~ �•�'•� ��'•yh�r.,
LV►7L'J1i' y'' (:►Ci' �.:•'B� '^i�':•76.• '7:-w!'t�T�.�.;�i.�: •i -t•� . -., s. .i}n9.-''•.-•.+'�
�Ft r T �F�'x' :', � "':• w,� �' ''.. �,' ; f �� ~ , 1 •'•• . Jj�r- •�,-+k'rj'�'r�'• ':•_ ,. '
. :�'' *ram• Nr 'i••� :i',\ �:i�-r'.'•.. �•' � �}�+'•I�f •'r•:
.. � Shy. ' ''�• .. . "iF�-•�T,'I i. � �{ �'•' •
Drainage Problems
Start Date problem strladdr cross street
10/23/2003 5511 NE 2nd St Lyons Ave NE
Category
minor
Description
from Mr. Brad Pugsiey at 5511 NE 2nd Street: The corner lot SE of the intersection with Lyons Ave NE. Reportedly The
open ditches to the South of the intersection have capacity problems. The property at 5511 NE 2nd St_ has experienced
flooding. lie was not paying storm water bill because of ditch flooding
Investigation Status
active
First Name Last Name
Brad Pugsley
City
Renton
Friday, January 16, 2004
�r�
House number Address Street
5511 NE 2nd Si
Page I of I
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Improvements
LEQAt DESCRIPTJON
vwM
ra`le � '
�i iq�x �OL1RF a� ar xc7i avert /8r ov slff t wxrcGr a AW
44Ma104 .RatlNr Iu al rut 1n1r4•. ,161vaim x w[�rr n W ,& PAK
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Vicinity Map
Sr
Soils Map
Scale 1'= 300'
i AW �/ 1
f
Notice Required
owa.ee.s ,sA rtl4 »mow W waa+.. +•+.yw_s �4 xrr+ w
verb w�iairM'�r��rr*wr�r �wr 11 raYlallns �� r
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HICAGO TITLE INSURANCE COMPAN
3400 COLUMBIA CENTER, 701 5TH AVE
8HATT%8, WA 98104
Order No.: 1225600
SHORT PLAT CERTIFICATE
Certificate for Filing Proposed Short Plat
In the matter of the short 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 the title to
the following described land situate in said KI NG County, to -wit:
SEE SCHED U LE A (NEXT PAGE)
VESTED IN:
ROBERT VAN GEYSTEL, WHO ALSO APPEARS OF RECORD AS ROBERT C. VAN GEYSTEL, AS HIS
SEPARATE ESTATE, AS TO PARCELS A AND B; AND
CORY RICHARD BRANDT AND CINDY JOY BRANDT, HUSBAND AND WIFE, AS TO PARCEL C.
EXCEPTIONS:
SEE SCHEDULE B ATTACHED
CHARGE: $200.00
TAX; $ 17.60
Records examined to November 14, 2006 at 8 : 0 0 A.M. .
CHICAGO'1171134 INSURANCE COMPANY
OEVELOPMENT pL'41V
M,,'
By12
CfTY O� RSrVfrJf,
HARRIS EISENBREY
Title Officer NOV R
(206)628-5623
SHPIATA/12-S-90/EK
AICAGO TITLE INSURANCE COMPAN
SHORT PLAT CERTIFICATE
SCHEDULE A
(Continued)
LEGAL DESCRIPTION
PARCEL A:
Order No.: 1225600
THE WEST 37'FEET OF LOT 61, AND LOT 62 EXCEPT THE WEST 19 FEET THEREOF, PUGET
COLONY HOMES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 86 OF PLATS, PAGE
59, IN KING COUNTY, WASHINGTON.
(ALSO KNOWN AS A PORTION OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 8812025,
RECORDED UNDER RECORDING NUMBER 8904060602.)
PARCEL B:
THE WEST 19 FEET OF LOT 62, AND LOT 63, PUGET COLONY HOMES, ACCORDING TO THE PLAT
THEREOF, RECORDED IN VOLUME 86 OF PLATS, PAGE 59, IN KING COUNTY, WASHINGTON.
(ALSO KNOWN AS A PORTION OF KING COUNTY LOT LINE ADJUSTMENT NUMBER 8812025,
RECORDED UNDER RECORDING NUMBER 8904060602.)
PARCEL C:
LOT 64, PUGET COLONY HOMES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 86
OF PLATS, PAGE 59, IN KING COUNTY, WASHINGTON.
CHICAGO TITTLE INSURANCE COMPANY
CMCAGO TITLE INSURANCE COMPANY
Order No.: 1225600
SHORT PLAT CERTIFICATE
SCHEDULE B
This certificate does not insure against loss or damage by reason of the following exceptions:
GENERAL EXCEPTIONS:
A. Defects, liens, encumbrances, adverse claims or ether matters, if any, created, first appearing in the public records
or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for
value of record the estate or interest or mortgage thereon covered by this Commitment.
B. Rights or claims of parties in possession not shown by the public records.
C. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an
accurate survey and inspection of the premises.
D. Easements or claims of easements not shown by the public records.
E. Any lien, or right to lien, for contributions to employee benefit funds, or for state workers' compensation, or
for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by
the public records.
F. Liens under the Workmen's Compensation Act not shown by the public records.
G. Any service, installation, connection, maintenance or construction charges for sewer, water, electricity
or garbage removal.
H. General taxes not now payable; matters relating to special assessments and special levies, if any, preceding or in
the same becoming alien.
1. Reservations or exceptions in patents or in Acts authorizing the issuance thereof;
Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes.
J. Water rights, claims, or title to water.
K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY
OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00).
sr�piw�fo�l�a/roc
CHICAGO'ITfLE INSURANCE COMPANY
RICAGO TITLE INSURANCE COMPAN
Order No.: 1225600
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
a 1. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND
SETBACKS, IF ANY, SET FORTH IN OR DELINEATED ON THE PLAT OF PUGET COLONY
}TOMES, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 86 OF PLATS,
PAGE 59, IN KING COUNTY, WASHINGTON.
a
a
n
if
2. COVENANTS, CONDITIONS, RESTRICTIONS, EASEMENTS, NOTES, DEDICATIONS AND
SETBACKS, IF ,ANY, SET FORTH IN OR DELINEATED ON THE BOUNDARY/LOT LINE
ADJUSTMENT RECORDED UNDER RECORDING NUMBER 8905150268.
3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: PUGET SOUND POWER & LIGHT COMPANY
PURPOSE: UNDERGROUND ELECTRIC SYSTEM
AREA AFFECTED: 5 FEET PARALLEL AND ADJACENT TO THE
ROAD FRONTAGE
RECORDED: SEPTEMBER 10, 1968
RECORDING NUMBER: 6404210
4. RESERVATIONS AND EXCEPTIONS CONTAINED IN DEED FROM NORTHERN PACIFIC
RAILROAD COMPANY:
RESERVING AND EXCEPTING FROM SAID LANDS SO MUCH OR SUCH PORTIONS THEREOF
AS ARE OR MAY BE MINERAL LANDS OR CONTAIN COAL OR IRON, AND ALSO THE USE
AND THE RIGHT AND TITLE TO THE USE OF SUCH SURFACE GROUND AS MAY BE
NECESSARY FOR GROUND OPERATIONS AND THE RIGHT OF ACCESS TO SUCH RESERVED
AND EXCEPTED MINERAL LANDS, INCLUDING LANDS CONTAINING COAL OR IRON, FOR
THE PURPOSE OF EXPLORING, DEVELOPING AND WORKING THE SAME.
RECORDING NUMBER:
79509
5. CITY OF RENTON ORDINANCE NUMBER 4612, AND THE TERMS AND CONDITIONS
'THEREOF:
RECORDED: JUNE 21, 1996
RECORDING NUMBER: 9606210966
REGARDING: ASSESSMENT DISTRICT FOR SANITARY SEWER
SERVICE
r 6. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID.ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
1 OF THE TAX YEAR.(AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
CHICAG O 'ITII,E INSURANCE COMPANY
-IICAGO TITLE INSURANCE COMPAN
E
a
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS:
GENERAL & SPECIAL TAXES:
AFFECTS: PARCEL A.
Order No.: 12 2 5 6 0 0
2006
692800-0620-06
4342 (WILL BE 2146 IN THE 2007 TAX
YEAR)
$ 30,000.00
$ 0.00
BILLED: $ 385.17
PAID: $ 192.59
UNPAID: $ 192.58
7_ GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID OBI NOVEMBER
1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS
GENERAL & SPECIAL TAXES
AFFECTS: PARCEL B.
2006
692800-0630-04
4342 (WILL BE 2146 IN THE 2007 TAX
YEAR)
$ 30,000.00
$ 0.00
BILLED: $ 385.17
PAID: $ 192.59
UNPAID: $ 192.58
8. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF
FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER
I OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES):
YEAR:
TAX ACCOUNT NUMBER:
LEVY CODE:
ASSESSED VALUE -LAND:
ASSESSED VALUE -IMPROVEMENTS
GENERAL & SPECIAL TAXES:
2006
692800-0640-02
4342 (WILL BE 2146 IN THE 2007 TAX
YEAR)
$ 30,000.00
$ 0.00
BILLED: $ 385.17
PAID: $ 385.17
UNPAID. $ 0.00
SH Y LA' E'B3 �1 Z 12-9f1�Ef f
CHICAGO TfFLB INSURANCE COMPANY
HICAGO TITLE INSURANCE COMPAN
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
AFFECTS: PARCEL C.
Order No.: 1225600
z 9. THE FOLLOWING MATTERS DISCLOSED BY OUR INSPECTION OF PARCELS A AND B ON
OCTOBER 26, 2006:
1.) LOCATION OF 5 FOOT CHAIN LINK FENCE IN RELATION TO THE EAST LINE, AND
ANY ADVERSE RIGHTS STEMMING THEREFROM.
2.) ANY LOSS OR DAMAGE RESULTING FROM THE ENCROACHMENT OF STRUCTURES,
PERIMETER FENCES, PERIMETER WALLS AND PLANTINGS OF ANY NATURE ONTO OR OFF
FROM NORTH AND WEST PORTIONS OF SAID PREMISES. OUR INSPECTOR COULD NOT
LOCATE THESE PORTIONS DUE TO DENSE BRUSH OBSTRUCTING ACCESS.
a 10_ THE LEGAL DESCRIPTION IN THIS CERTIFICATE IS BASED ON INFORMATION
PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED HEREIN.
THE PARTIES MUST NOTIFY THE TITLE INSURANCE COMPANY IF THE DESCRIPTION
DOES NOT CONFORM TO THEIR EXPECTATIONS.
x NOTE 1:
A SURVEY HAS BEEN RECORDED UNDER RECORDING NUMBER 8901249008.
L AFFECTS: A PORTION OF SAID PREMISES IN A FORMER CONFIGURATION OF THE LOT
LINES.
u NOTE 2:
THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE
DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF RCW 64.04.
SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE
LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT:
PORS LOTS 61-64, VOLUME 86 PLATS PG 59.
AS OF NOVEMBER 14, 2006, THE TAX ACCOUNTS FOR SAID PREMISES ARE
692800-0620-, 692800-0630-04, AND 692800-0640-02.
END OF SCHEDULE B
SHPiAMj12-l2,90/EK
CHICACR nTLE INSURANCE COMPANY
MCAGO TITLE INSURANCE COMPAN
{
Order No.: 1225600
SHORT PLAT CERTIFICATE
SCHEDULE B
(Continued)
EXCEPTIONS
o THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT:
CORE DESIGN, INC
ROB STEVENS 1/1
CONNER HOMES COMPANY
JOHN SKOCHDOPOLE 1/1
SIIPIAM/12-12-90/EK
CHICAGf]' TrLE 1NSURANCE COMPANY
CHICAGO TITLE INSURANCE COMPANY
701 FIFTH AVENUE, #3400, SEATTLE, WA 98104
PHONE: (206)628-5623
FAX: (206)628-5657
IMPORTANT: This is not .a Survey. It is furnished as a convenience to locate the land indicated hereon with
reference to streets and other land. No liability is assumed by reason of reliance hereon.
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MAP 0944
City of Renton
PUBLIC Department of Planning / Building / Public Works
HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER
A. SUMMARY AND PURPOSE OF REQUEST.,
Public Hearing Date: January 9, 2007
Project Name., Puget Colony 2 Short Plat
Owners: Cory Richard and Cindy Joy Brandt Robert and Cheryl Van Geystel
3038 — 198`' Ave SE 25507 — 75' Ave SW
Sammamish, WA 98075 Vashon, WA 98070
Applicant/Contact.- John Skochdopole, P.E.
Conner Homes
846 — 1081h Ave NE #202
Bellevue, WA 98004
Fife Number: LIIA-06-146, SHPL-H Project Manager., Elizabeth Higgins, Senior Planner
Protect Description: The applicant is requesting approval of the subdivision of 3 parcels of land located in
the Puget Colony neighborhood of Renton. This area was annexed into Renton in
2005. The 3 parcels total 34,374 sf and would be subdivided into 5 lots suitable for
single-family development.
The site is located within the Residential 4 Zone (R-4), but the land use master
application for this subdivision was deemed compete priorto the application of this
zoning. The subdivision application is vested to the previous zoning, which is
Residential 8 (R-8).
Continued next page
Project Location: 4900 block of SE 2Ild Place
City of Renton P/EVPW Department Preliminary Report to the Hearing Examiner
PUGET COLONY SHORT PLAT 2 LUA06-148, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 2 of 10
B. 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: Vicinity Map
Exhibit 3: Preliminary Short Plat Map (dated November 2006)
Exhibit 4: Preliminary Grading & Utility Plan (dated November 2006)
Exhibit 5: Preliminary Tree Cutting/Clearing Plan (dated November 2006)
Exhibit 6: Preliminary Landscape Plan (dated November 2006)
Exhibit 7: Zoning Map (dated February 16, 2006)
Exhibit 8: Rezone Map (dated November 17, 2006)
C. GENERAL INFORMATION:
1. Owners of Record. Cory Richard and Cindy Joy Brandt Robert and Cheryl Van Geystel
3038 — 198'4 Ave SE 25507 — 75t' Ave SW
Sammamish, WA 98076 Vashon, WA 98070
2. Zoning Designation: Residential — 8 Dwelling Units per Acre (R-8) [vested to this zoning December 5,
20061
3. Comprehensive Plan Residential Single -Family (RSF)
Land Use Designation:
4. Existing Site Use: The site is currently undeveloped.
5. Neighborhood
Characteristics:
North: Partially developed as single family residential; zoned R-4
East., Developed as single family residential; zoned R-4
South: Large -lot single family residential development; uninoorporated King County
West, Single family residential; zoned R-8
6. Access: SE 2nd Place
7. Site Area:
8. FN ect Data:
Existing Building Area:
New Building Area:
Total Building Area:
34,374 sf (0.79 acre)
area
NIA
NIA
NIA
D. HISTORICALIBACKGROUND:
Action
Annexation
Comprehensive Plan
Zoning
Puget Colony 2 HEXRPT
Land Ups File lAo
NIA
NIA
NIA
comments
NIA
NIA
NIA
Ofdinanee No.
Date
5171
12/05/2005
5099
11 /01/2004
5171
12/05/2005
City of Renton P/S/PW Department Preliminary Report to the Hearing Examiner
PUGET COLONY SHORT PLAT 2 LUA06-746, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 3 of 10
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 44-030: 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
Section 4-7-050: General Outline of Subdivision, Short Plat and Lot Line Adjustment Procedures
Section 4-7-070: Detailed Procedures for Short Subdivisions
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: New Development
G. DEPARTMENT ANALYSIS:
1. PROJECT DESCRIPTION/BACKGROUND
The proposal is to subdivide 3 previously formed, but undeveloped lots in the Puget Colony plat
into 5 lots. Puget Colony was subdivided in 1968 while under the jurisdiction of King County.
The land has remained vacant due to several factors including, but not limited to, lack of
wastewater service, high groundwater table, inability of the soils to accommodate septic sewer
systems, and zoning. The proposed lots are intended for the future construction of single family
residences.
In 2005, the property was annexed into the City of Renton with Residential 8 (R-8) zoning, which
allows up to 8 dwelling units per net acre (du/a). In 2006, the City of Renton initiated a rezone to
Residential 4 zoning. Prior to final adoption of this rezone, the applicants submitted a land use
master application for this subdivision. The application was deemed complete prior to the R-4
zoning becoming effective. Therefore, the current review of the short plat application utilizes the
development standards for the R-8 Zone.
During the comment period, following posting notice of the proposed subdivision, staff received 5
comments from neighbors of the potential subdivision. Two comments were in favor of the
proposed subdivision and three were opposed to the subdivision.
Puget Colony 2 HEXRPT
City of Renton PI&PW Department Preliminary Report to the Hearing Examiner
PUGET COLONY SHORT PLA T 2 LUA06-14p SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 4 of 10
There are no known critical areas on the property. A Wetland and Stream Analysis was
submitted with the application. This report was completed by Sewell Wetland Consulting, Inc.
based on field work done in October and November 2006, including the week following record
rainfalls in the area. The methodology used is as described in the Washington State Wetlands
Identification Manual (March 1997), which is recognized by the City of Renton for wetland
determinations and delineations. The Wetland and Stream Analysis indicates that no wetland
hydrology was observed on any of the parcels.
The topography of the site slopes down to the southeast, but does not have significant slopes.
The land is vegetated primarily with fir trees up to 24 inches in diameter and 30 to 40 year old
cottonwood trees. The applicant intends to preserve 25 percent of the significant trees on the
property. A conceptual landscape plan has been submitted indicating that required landscaping
would be provided for each lot.
The 3 lots to be subdivided front on SE 2nd Place and (from west to east) consist of 11,960 sf,
12,090 sf, and 9,620 sf each (approximately).
The subdivision of these 3 lots would result in 5 lots of (from west to east) the following acreages:
Lot Size (sf)
Lot 1 7,874
Lot 2 6,625
Lot 3 6,625
Lot 4 6,625
Lot 5 6,625
Total 34,374
There are no private streets or easements proposed. Each lot would be accessed directly from
SE 2nd Place by private driveways.
2. ENVIRONMENTAL REVIEW
Except when located on lands covered by water or sensitive areas, short plats are exempt from
SEPA Environmental Review pursuant to WAC 197-11-800(6)(a).
3. COMPLIANCE WITH ERG MITIGATION MEASURES
NIA
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 have been incorporated into the appropriate
sections of this report and the Departmental Recommendation at the end of the report.
5. CONSISTENCY WITH SHORT PLAT CRITERIA:
Approval of a short plat is based upon several factors. The following criteria have been
established to assist decision makers in the review of the subdivision:
Puget Colony 2 HEXRPT
City of Renton PISIPW Department Prohmmary Report to the Hearing Examiner
PUGET COLONY SHORT PLAT 2 LUA06-146, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 5 of to
(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 and Community Design Elements -
Land Use Element
Policy LU-147. Net development densities should fall within a range of 4.0 to 6.0 dwelling units
per acre in Residential Single Family neighborhoods.
The proposed project for 5 lots would arrive at a net density of 6.25 dwelling units per net acre,
which is within the density range required.
Policy LU-148. A minimum lot size of 5,000 sf should be allowed on infrll parcels of less than
one acre (43,560 sq. ft.) in single-family designations. Allow a reduction on lot size to 4,500 sf 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
subdivisionlplat design and facilitate development within the allowed density range.
All of the proposed lots exceed the minimum lot size of 5,000 sf and all are larger than 6.600 sf.
In addition, land would be aggregated to form the basis of the subdivision.
Policy LU-152. Single-family lot size, lot width, setbacks, and impervious surface should be
sufficient to allow private open space, landscaping to provide bufferVprivacy without extensive
fencing, and sufficient area for maintenance activities.
The proposed new lots would exceed the required lot size, width, depth, and setbacks to create
sufficient front, rear, and side yard areas.
Policy LU-154. Interpret development standards to support new plats and infrll project designs
incorporating street locations, lot configurations, and building envelopes that address privacy and
quality of life for existing residents.
The proposed lots are rectangular in shape and oriented such that all of the lots would have
access to a public right-of-way. Approval of this application would not decrease the quality of life
for residents in the immediate vicinity.
Community Design Element
Policy CD-12. infill development, defined as new short plats of nine or fewer lots, should be
encouraged in order to add variety, updated housing stock, and new vitality to neighborhoods.
The proposed short plat would subdivide 3 existing parcels into 5 lots, Five new residences
would be constructed on the new lots, updating the housing stock in the existing neighborhood.
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 would front on SE 2nd Place, a public street. The subdivision would be single -tier with lots
backing to rear yards.
Policy CD-19. During development, significant trees, either individually or in stands, should be
preserved, replaced, or as a last option, relocated.
Trees will be preserved in rear lots where possible. Twenty --five percent of significant trees would
be retained.
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 short plat application_ The applicant is
proposing to provide the required street trees and landscaping along SE 2"d Place.
Puget Colony 2 HEXRPT
City of Renton PA31PW Department Preliminary Renon to the Hearing Exanuner
PUGET COLONY SHORT PLAT 2 WAO&I46, SHPL-H
PuaLlc H✓=ARLNG DATE JANUARY 9, 2007 Page S of 10
Policy CD- 50. Trees should be planted along residential streets, in parking lots requiring
landscaping, and in other pervious areas as the opportunity arises. Trees should be retained
whenever possible and maintained using Best Management Practices as appropriate for each
type.
The Residential 8 zone lots are required to have a minimum of two trees per lot in the front yard
setback or within the abutting public right -of way of each lot. Trees at the ratio of 2 per lot have
been proposed for new lots.
In addition, all pervious areas of single-family lots are to be landscaped. Protected trees will
either be retained or replaced. Maintenance would be the responsibility of the property owner.
Objective CD-K: Site plans for new development projects for all uses, including residential
subdivisions, should include landscape plans.
A landscape plan for the Puget Colony 2 Short Plat has been submitted by the applicant.
Completion of the landscaping prior to occupation would be required.
(b) Compliance with the Underlying Zoning Designation. The 0.79 acre site is vested to the
previous zoning, Residential — 8 dwelling units per net acre. The proposed development would
allow for the future construction of up to 5 new dwelling units and associated plat improvements.
Dens' : The allowed density range in the R-8 zone is a minimum of 4.0 to a maximum of 8.0
dwelling units per acre. Net density is calculated after the deduction of sensitive areas, areas
intended for public rights -of -way, and private access easements. There would be no deductions
necessary for this plat. The proposed plat would have a net density of 6.25 dwelling units per net
acre (34,374 sf = 0.79 acre,, 5 lots l 0.79 acres = 6.34 du/a), which is within the density range
permitted for the R-8 zone.
Lot Dimensions: The minimum lot size permitted in the R-8 zone is 5,000 sf for parcels less than
1 acre in area. A minimum lot width of 50 feet is required for interior lots. Lot depth is required to
be a minimum of 65 feet.
All proposed lots would exceed the minimum lot dimension requirements and the proposed lots
would be adequate for the construction of single family residences.
Setbacks: The required setbacks for the R-8 zone are 15 feet in front for the primary structure
and 20 feet for the attached garage, 5 feet along interior side yards, 15 feet for the primary
structure for side yards along streets (including access easements) and 20 feet for the attached
garage for side yards along streets (including access easements), and 20 feet for rear yards. The
setbacks will be verified at the time of building permit review, however each of the proposed lots
appears to provide adequate area to comply with the required setbacks.
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 sf each, or one per lot at 1,000 sf in size.
Building height in the R-8 zone is limited to 2 stories and 30 feet for primary structures and 15
feet for detached accessory structures. Maximum building coverage is limited to 35% of the lot
area or 2,500 sf, whichever is greater, for lots over 5,000 sf in size. The proposal's compliance
with each of these building standards will be verified prior to the issuance of building permits for
each individual structure_
Parkinsr: 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
panting. However, verification of two off-street parking stalls will be necessary at the time of
building permit review.
Puget Colony 2 HEXRPT
City of Renton PAWPIN Department Prehminary Report to the Hearing Exarmner
PUGET COLONY SNORT PLAT 2 LUAQ&148, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 7 of 10
(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 maybe by private access easement per the
requirements of the Street Improvement Ordinance.
The side lot lines of the proposed lots are at right angles to SE 2`d Place. All lots would gain
access directly from SE 2rd Place, a public roadway. As proposed, lots 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.
Each of the proposed lots satisfies the minimum lot area, width, and depth 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 suitable detached
single-family homes.
All of the proposed lots are rectangular in shape. All of the lots are oriented to provide their front
yards facing to the south towards SE 2n0 Place.
Property Comers at Intersections: All lot corners at intersections of dedicated public rights -of -way,
except alleys, shall have minimum radius of 15 feet.
There are no property comers to be dedicated for right-of-way purposed as part of this plat.
(d) Reasonableness of Proposed Boundaries
Access and Street hTprovements: Access would be provided to the proposed lots via residential
driveways onto SE 2 Place.
SE 2"d Place is a paved public street, but there are no other street improvements at this location.
Therefore, the applicant must either install a curb, gutter, streetlights, and sidewalks along the
frontage of SE 2" Place or pay a fee in lieu of such installation. The applicant indicated in the
project application that they will pay the in -lieu fee.
The proposed short plat is anticipated to generate additional traffic on the City's street system. In
order to mitigate transportation impacts, staff recommends a condition of approval be placed on
the project requiring a Transportation Mitigation Fee based on $75.00 per net new average daily
trip attributed to the project. Each new lot is expected to generate approximately 9.57 new
average weekday trips. The fee for the proposed short plat is estimated at $1,435.50 ($75.00 x
9.57 trips x 5 lots = $3,588.75) and is payable prior to the recording of the Final Plat.
Topographer_ Development of the site is expected to generate equal amounts of cut and fill. If
balanced cut and fill is not possible, a source statement would be provided if imported fill is
required.
The City's Critical Areas maps do not indicate the presence of protected slopes or other critical
areas on site. There may, however, be runoff from stormwater during site construction that could
impact public streets or nearby properties. Therefore, staff recommends as a condition of
approval that the short plat be conditioned to include implementation of a Temporary Erosion and
Sediment Control Plan (TESCP) and the use of Best Management Practices to mitigate potential
erosion and off -site sedimentation impacts. The Temporary Erosion and Sedimentation Control
Plan (TESCP) shall be designed pursuant to the Department of Ecology's Erosion and Sediment
Control Requirements outlined in Volume II of the most recent Department of Ecology Stormwater
Puget Colony 2 HEXRPT
City of Renton P/A/PW Department Pra6minary Report to the Hearing Examlrier
PUGET COLONY SHORT PLAT 2 LUA06-446, SHPL-H
PUBLIC HEARING DATE JANUARY B, 2007 Page 8 of 40
Management Manual. This condition shall be subject to the review and approval of the
Development Services Division.
Construction Mitigation: A Construction Mitigation Plan is required and would be subject to final
approval prior to the issuance of construction permits for the project.
LandscatNnp 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
significant trees would achieve these requirements. Of the existing 21 significant trees, the
applicant has proposed and would be required to retain 5 trees.
Relationship to Existing Uses: The subject site is currently undeveloped. The surrounding area
includes single-family residences developed under both the R-4 and the R-8 zoning designations.
The proposed lots are compatible with other existing and newly created loss in this area of the
City. The proposal is consistent with the intent of both the Comprehensive Plan and Zoning Code
and would not be out of character with the existing or recent development in the area.
Community Assets: The City's landscape 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 (SE 2'd Place) 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 front yard or planting
strip of each proposed lot.
A conceptual landscape plan was submitted with the application. Two trees are proposed for
each lot. The proposed trees would be either Acer Rubrum (red maple), Fraxinus Pennsylvanica
(green ash), or Tilia Cordata (littleleaf linden). A detailed landscape plan is required to be
submitted with the building permit application and the trees are required to be installed prior to
building occupancy.
All new electrical, telephone, and cable service must be underground. Construction of these
franchise utilities must be inspected and approved by a City of Renton public works inspector
priorto the recording of the Final Plat.
(e) Availability and Impact on Public Services (Timeliness)
Police and Fire: Police and Fire Prevention staff indicates that sufficient resources exist to furnish
services to the proposed development, subject to the condition that the applicant provide Code
required improvements, and mitigation fees. These fees would help offset any additional impacts
to emergency services generated from this development. A Fire Mitigation Fee, based on
$488.00 per new single family structure, is recommended in order to mitigate the proposal's
potential impacts to City emergency services. The fee is estimated at $2,440.00 ($488 x 5 =
$2,440.00) and is payable prior to the recording of the Final Plat.
A 5-inch quick -disconnect fitting will be required to be installed on all new hydrants (see "Water
Utility", below). Any existing hydrant counted as fire protection will require installation of a "Stout
quick disconnect fitting if not already in place.
Street addresses must be visible from a public street.
Schools: 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. Therefore, it is anticipated that the proposed short plat
would result in 2 (0.44 K 5 = 2.2) new children to the local schools. The Renton School District
Puget Colony 2 HExRPT
City of Renton PWW Department Preliminary Report to the Hearing Examiner
PUGET COLONY SHORT PLA T 2 LUA06-146, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 9 of 10
has indicated they can accommodate the additional students generated by this proposal at
Maplewood Heights Elementary School, McKnight Middle School, and Hazen High School.
Parks: 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 residence to address these potential
impacts. Therefore, a fee estimated at $2,653.80 ($530.76 X 5 = $2,653.80) would be payable
prior to the recording of the Final Plat.
Storm Water- The project site is within the Maplewood Creek Drainage Basin. A Preliminary
Drainage Analysis prepared by Dodds Engineering, Inc. dated November 2006, was submitted
with the project application. Also submitted was the Level 1 Downstream Analysis for the Shy
Creek project (an associated subdivision by the same applicant). According to these reports, the
property drains as sheet flow in a southeasterly direction to a concentration point at the northwest
quadrant of the intersection of Hoquiam Ave SE and SE 2"d Place. Drainage captured by an
existing catch basin is conveyed to the east in a 12 inch concrete pipe across Hoquiam Avenue
SE to an outfall located at the northeast comer of the intersection. Drainage is then captured by
an adjacent 28 inch CMP intake that conveys the drainage south across SE 2"d Place. The
outfall for the 48 inch CMP discharges to Maplewood Creek. The Downstream Analysis indicates
that Maplewood Creek meanders south and west until it reaches the Cedar River, approximately
1 mile away. The narrative has been reviewed by the City of Renton's Plan Review Section.
Based on the analysis, this project is exempt from detention and water quality as per the adopted
1990 King County Surface Water Design Manual,
A Surface Water System Development Charges (SDC) would be required, however. SDC are
based on a rate of $759.00 per new single-family lot. Payment of this fee would be required prior
to issuance of utility construction permit.
Water Utility: The proposed project is located within the King County Water District #90 service
area. A Certificate of Water Availability was submitted with the application. The Water District
Certificate must verify that minimum fire flow requirements can be met. The Water District would
require extension of the water main, granting of necessary easements, replacement of water
main on SE 2"d Place, installation of fire hydrants, and potentially the relocation of an AC main on
SE 140th Place.
Fire flow requirement for single-family residences is 1,000 gpm from a hydrant located within 300
feet of the furthest structure. If residences exceed 3,600 sf in area (including garage area), fire
flow increases to 1,500 gpm and an additional hydrant would be required.
All short plats shall provide a separate water service stub to each building lot prior to recording of
the plat.
Sanitary Sewer Utility: There are currently no sanitary sewer mains adjacent to the site. There is
a lift station under construction approximately 200 feet east of the property however. A sewer
main must be extended to the farthest point of the plat. Each new lot would require a new side
sewer connection prior to recording the Final Plat.
An East Renton Sewer Assessment District fee in the amount of $316.80 per unit would be due at
the time a construction permit is issued.
The City of Renton Sewer System Development Charge of $1,017 per new single-family
residence would be due at the time a construction permit is issued.
H. RECOMMENDATION:
Staff recommends approval of the Puget Colony 2 Short Plat, Project File No. LUA-06-146, SHPL-H
subject to the following conditions:
1. The applicant shall pay a Transportation Mitigation Fee based on $75.00 per net new average daily
trip attributed to the project. The fee is payable priorto the recording of the Final Plat.
Puget Colony 2 HExRPT
City of Renton P/B/PW Department Prahminary Report to the Hearing Exenuner
PUGET COLONY SHORT PLAT 2 LUA06-146, SHPL-H
PUBLIC HEARING DATE JANUARY 9, 2007 Page 10 of 10
2. A Temporary Erosion and Sedimentation Control Plan (TESCP) shall be required. The TESCP shall
be designed pursuant to the Department of Ecology's Erosion and Sediment Control Requirements
outlined in Volume II of the most recent Department of Ecology Stormwater Management Manual.
This condition shall be subject to the review and approval of the Development Services Division.
3. A Fire Mitigation Fee, based on $488.00 per new single family structure, shall be payable priorto the
recording of the Final Plat.
4. A Parks Mitigation Fee of $530.76 per each new single family residence shall be payable prior to the
recording of the Final Plat,
EXPIRATION_ PERIODS:
Short Plats (SHPL): If the short plat is not filed within two years from date of approval (RMC 4-7-
070.M), the short plat shall become null and void.
Puget Colony 2 HEXRPT
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