HomeMy WebLinkAboutWTR2702280 W-2280 84tb Ave S l
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2-04-1997 10:34AH FROt1 PENHALLEGON ASSUC. 206 827 S043 P. i
Penhallegon Associates Consulting Engineers, 'nc.
Engineering•Planning•Surveying
February 4, 1997
Rick Moreno
Renton Public Works
200 Mill Ave. South
Renton WA 98055 :..
Subject: As-built Survey at new P.R.V.station north end of 84th Ave. S.,(±200'south
of south right-of-way South 132nd St) -
Dear Rick,
Based on our convemoon,site visit and review of the information available,we offer the following
proposal
Scope of Work
■ Recover centerline monuments and other survey control along 84th Ave. South.
■ Recover bench mark in vicinity of project.
■ Conduct field topograp!: r m*y to locate valves and other structur-s related to PRV station
■ Elevate valves and structures.
■ Sow all informa-ion on City of Renton datum in"As-built" survey prepared on 24"x 36"
sheet at a scale of V 6_ 20' Provide drawings and CAD disk to client
■
Fee Schedule
We propose to do the work on a time and expense basis Our estimated fee is$680.00.
Thank you for the opportunity to submit this proposal. If this proposal is acceptable to you,please
sign below and return one copy to our office. Receiving a signed copy will be our notice to proceed.
Sincerely,
PENHALLEGON ASSOCIATES
CONSULTING ENGINE$RS,INC -
�Cco,-0,-
Gordon S.Rector,P.LS.
Director of Surveying
Proposal accepted by.
Name Titk Date
750 Sixth Street South, Kirkland, Washington M33
leitY Phone: (206)927.2014.Fax: (206)927.5043
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CITY OF RENTON
Planning/Building/Public Works Department
MAY" Gregg Zimmerman P.L.Administrator
CITY OF RENTON
NOTICE OF WATER PRESSURE CHANGE
January 30,1997
Dear Resident:
The Water Utility is installing a pressure reducing valve station that will reduce your water pressure.
This project is expected to be complete by Febmaq 14, 1997. There may be occasions where this
' PRV station is out of service. Therefore,res;d nts are still responsible to maintain an individual
pressure reducing valve.
If you have any questions about this project,please contact Ray Sled,Water Maintenance Super..sor,
at 235-2646.
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EDMONDS WA 98020 SEATTLE WA 98178 SEATTLE WA 98178
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LAROCCA GLEN BUCK HF.LMER R BUCK HELMLR R
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SEATTLE WA 99178 SEATTLE WA 98178 SEA'1TLE WA 98179
2144900730 2144800731 2144900732
THURSTON ANNA E RAMIRFZ JOSE M+MARIVIC D DEACY FRANCIS S
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SEATTLE WA 99178 SEATTLE WA 98178 SEATTLE WA 98176
2144900735 2144800736 2144800740
BROCKMEYER ROBERT D COLECRAIGG BROZOZOWKI EVELYN
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SEATTLE WA 98178 SEATTLE WA 98178 SEATTLE WA 98178 !
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1 GLA DAY 2144800760
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SEATTLE WA 98178 KENT WA 98042 SEATTLE WA 98102 '5
2144800851 2144800905 2144800925
HERNANDEZ LUIS VILLALPANDO SCHWABANTHONY BHAN -f
3832 156TH SW MJ304 12413 68TH AVE N E CHANDAR+LEELA+BHAN,DAN
LYNNWOOD WA 99032 KIRKLAND WA 98034 814 SW LANGSTON ROAD
RENTON WA 99055
2144800926 3926600010 3926600060
COHOE CHARLES W+CAROL F W LIMON BONIFACIO C 1R+MARGAR HI.NG KWOK KEUNG
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RENTON WA 98055 SEATTLE WA 98118 REN7'0N WA 99055
5365200005 5365200010 5365200015
SAVINGS BANK OF PUGET SOUND POWELL HOME BUILDERS INC POWELL HOME BUILDERS INC
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SEATTLE WA 98104 DES MOINES WA 98198 DES MOINES WA 98199
i 5365200020 5365200023 5365200030
FREEMAN THOMASINA A BENNETT FRANK+LUZ ADRIAN JAMES L
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RENTON WA 99055 RENTON WA 98055 RENTON WA 99055
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RENTON WA 98055 SEATTLE WA 98124 ENUMCLAW WA 99022
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RENTON WA 98055 RENTON WA 98055 RENTON WA 99055
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BELLEVUE WA 48005 RENTON WA 99055 RENTON WA 98055
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RENTON WA 98055 RENTON WA 98056 RENTON WA 99055
7892900070 7882900080 7882900090 I
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RENTON WA 98055 RENTON WA 98055 RENTON WA 98055 1
7882900100 7882900110 7892900120
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RENTON WA 98V RENTON WA 99055 RENTON WA 98055
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RENTON WA 98055 RENTON WA 99055 RENTON WA 99056
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227 POWELL AVE SW 253 POWELL AVE SW 401 SW LANGSTON RD
a' RENTON WA 98055 RENTON WA 98055 RENTON WA 98055
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RENTON WA 98055
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ENGINEERS p
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October 4, 1996
Ms.Lys Hornsby,Water Utility Supervisor
City of Renton
200 Mill Avenue South
Renton, WA 98055
Subject: Fire Flow Analyses For Proposed Pressure Zone Modifications in F.arlington
Area I
Dear Lys:
This letter curtains the results of the fire flow analyses in the Earlington area for the three alternative
pressure zone modifications proposed by Mr.Ray Sled of the City of Renton. The fire flow analyses t
City's existing water system.tem. This letter summarizes
were perforated using a computer model of the C g y
the results of the analyses and the operational conditions used in the hvdraulic model. These
engineering services are being provided per our proposal, dated September 13. 1996 and the
subsequent authorization letter from you,dated Septemkr 17. 1996.
I
Background
The City intends to modify the pressure zones in the Earlington area to reduce the high pressures that
} exist. Mr. Sled provided R112 Engineering with copies of the water system map illustrating three
{ alternative modifications to the pressure zones in this area. The objective of the analyses is to
11I determine the fire flow capability of the City's water system with each proposed pressure zone
modification and compare the results with the fire flow capability of the City's existing system to
ensure that the modifications will not reduce the system'%fire flow capability in this area.
Hydraulic Analyses Operational Conditions and Criteria
A summary of the hydraulic model's operational conditions used in the analyses is as follows:
• The City's water system was experiencing maximum day demands.
• The 495 Zone West Hill Reservoir was providing supply to the 405 and 270 Zones. The
reservoir was Drawn down 5 feet,resulting in a hydraulic elevation of 490 feet. 1
• The West Hill Haister Pump Station was out of service.
d • The 270.'onc pressure reducing stations were operating at their normal set points.
-- RH2 ENGINEERING,P.S. RH2 ENGINEERING,PS RH2 COLUMBIA ENGINEERING
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FAX(1e%46Itl FAX(269-19tlA• 12061 ASYe:AI I%m9109JOISU
FAX LJFn19A1-0)I1 iA%Itmnl 8694769 FAX (b3.7975
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Ms.Lys Hornsby
October 4, 1996
Page 2 r
Hydraulic Analyses Results
A copy of the computer model of the City's existing water system was modified for each of the three
alternatives to include the necessary modifications to reflect the alternative pressure zones desired by
Mr. Sled. A fire flow analysis was performed at six different locations in the Farlinglon area for
each of the three proposed pressure zone alternatives to determine the available fire flow at a
residual pressure of 20 psi. The following table lists the location of each fire flow simulation, the
hydraulic model node number,dynamic pressure during maximum day demand comhhons without a ,� !
fire flow,and the available fire flow. Following the table is a description of each set of analyses. A y
copy of the hydraulic model node diagram for the existing system and each alternative is enclosed.
i
ExafiN System Aaerna"1 NMmaliw 2 1 Nwris"3
Dynamic Avauabie Dynamic I A..t Ovnantic Avim DynamoI AvaNabla
NoOe Prneue Fire Flow Prneue Fee law Prnsue Fke flow Presque Re Fim
Locawn No. (pw) ( ) (p ) ( ) (pet) (iltiffl) (psi) ( )
SW 3r0 P15 Po Ave SW W 129 3.307 75 3.307 129 3.225 37 239
SW W PI s damn Aw SW 99 127 3.15s 73 3.155 127 3,017 N 242
SW 41b N a Thomas Aw SW fat 150 3AN 96 3,595 IN 3.470 Ss 433
sMwt sw a SMgera Aw sw 120 172 2" its 2Ae3 tl I.m so W4
SW 3 d PI s SMvaro Aw SW 121 155 2.937 101 2.705 W 757 63 535
SW tangsMn RC 5 slewrs Aw SW 137 1st ants 95 3.0s5 I 2.653 so 554 t
\ e
f
Existing System Analyses '
i
This set of analyses is based on the existing water system without any system modifications. The i '
maximum pressure in the area is 172 psi at node number 120. The result of the analyses also
indicates high pressures(greater than 130 psi)at several other locations.
Alternative I Analyses
This set of analyses is based on the existing water system with a new pressure reducing station .,
located along the existing 12-inch water main in 84th Avenue South between South 132nd Street and
South 134th Street. The pressure reducing n was modeled with a set point of 360 feet hydraulic
elevation. The results of the analyses indi" - ,aat the pressure reducing station improvement would
lower the maximum pressures in the area to an acceptable level and also provide fire flow to the area •,
1 at a rate which is similar to the fire flow capability of the existing system.
Alternative 2 Analyses
jThis set of analyses is based on the existing water system with a small section of water main in
! Stevens Avenue SW converted from the 495 Zone to the 270 Zone,as shown in the enclosed figure 5
for this alternative. The results of the analyses indicate that the pressures would be reduced in the
area of the water main conversion only and that pressures as high as 150 psi would remain in other
i
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I Ms.Lys Hornsby
October 4, 1996
Page 3
areas. Additionally, the fire flow would be substantially reduced in the area of the water in '
conversion. Therefore,this does not appear to be an acceptable alternative.
Alternative 3 Analyses
This set of analyses is baud on the existing water system with a larger section of water main in the
Earlington area convened from the 495 Zone to the 270 Zone,as shown in the enclosed figure for i
this alternative. The results of the analyses indicate that the pressures would be reduced in the area f
of the water main conversion. However,the fire flows in this area would be substantially reduced to
an unacceptable level, as shown in the table. Therefore, this does not appear to be an acceptable
alternative,
Conclusions and Recommendations
Based on the results of the fire flow analyses discussed above and the criteria used to evaluate the
three alternatives,the proposed pressure reducing station improvements modeled under Alternative I
would be most effective in reducing the high pressures in the Earlington area and providing fire flow
that is comparable to the existing system. We recommend a set point of approximately 370 fect '
{ hydraulic elevat, n for the smaller control valve in the new pressure reducing station and a set point
" of approximately 360 feet hydraulic elevation for the larger control valve.
Enclosed per your request is a diskette containing Excel spreadsheet files of the hydraulic model
input and output data for each set of the analyses. If you have any questions or concerns regarding
these analyses or wish to discuss them in more detail,please contact us at your earliest convenience. I
Thank you for providing us the opportunity to assist you on this project.
Sincerely,
R112 ENGINEERING.INC.
l"homas C.Lindberg,P.E.
Enciosure: Hydraulic Model Node Diagram of Existing System and Each Alternative r
Diskette Containing Input and Output Data in Excel Spreadsheet Format
cc: Mr.Ray Sled,City of Renton
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LE END CITY OF RENTON
ZONE PIPE EXISTING WATER SYSTEM
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Z)O ZONE PIPE CITY OF RENTON
PRESSURE ZONE MODIFICATION$
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270 ZONE PIPE CITY OF RENTON
270 ZONE PIPE PRESSURE ZONE MODIFICATIONS
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.1 Rick L Morino
From: John D.Wilson
To: Beth A.Haglund;Rick L.Moreno
Cc: Lys L.Hornsby
Subiact: Mailing Service for Pressure Zone Change Notification
Date: Monday.February 03, 1997 5'.46PM
s
t
Rick/Beth:
Last summer I talked to representatives of Tines Distribution about mailings. They have the capability to
generate a mailing list based upon a area enclosed by a polygor on amp Al that time the cost was$21.00 per
1.000(based upon a large mailing). This was for third class postage and the City providing them with the item to
be malted includtng the return address and postage indlcie already printed on the Items. They can provide names
and addresses or'Occupant'and actresses.(Suggestion for mailings to the occupants:it you use a name of a
person in the address.also include the line'Or Current Occupant'. I received a significant number of returns with
my mailing last summer). Times Distribution MAY be able to provide just a mailing list(the people I talked to
were not too hot on providing just the list). This company needs two weeks notice to get the product out.
The best person to talk to is
Karen Bruce at 813-9900,erd 26
Another person is:
f Dan Kennedy at 872-7009
And another is:
r
Tim Williams at 464-8528
Using a mailing service like this is the only efficient way to get the notice to the current occupants, The FID list
will connect with property,owners. If you can't get the mailing list from Times Distribution in electronic format so
you can delete duplicates you want to send out two notices worded slightly differently-one to owners and one to
occupants.
J.D.
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Page 1
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CITY OF RENTON
Planning/Building/Public Works Department
Jana'Ooaq Maya Gregg Zimmerman P.L.Administrator
CITY OF RENTON
NOTICE OF WATER PRESSURE CHANGE
January 30,1997
Dear Resident:
T�-Water Utility is installing a pressure reducing valve station that will reduce vour water pressure.
T,.,.project is expected to be complete by February 14, 1997. There may be occasions where this
PRV station is out of service. Therefore,residents arc still responsible to maintain an individual
pressure reducing valve.
If you have any Questions about this project,please contact Ray Sled,Water Maintenance Supervisor,
at 235-2646.
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Planning/Building/Public Works BULK RAT
City of Renton U.S.POSTAGEE PAID
200 Mill Avenue South RENTON,WA
Renton WA9NO55 PERMRNO.137
CARRIER ROUTE 03
OCCUPANT
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