HomeMy WebLinkAboutWTR2700599(5) S TALBOT HILL
TRUNK WATERMAINS (CONSTRUCTION CORRESP. W-599 10
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FILE TITLE _ T
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4. OF RED
v z PUBLIC WORKS DEPARTMENT
_ DESIGN/UTILITY ENGINEERING 9 235-2331
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON•WASH.99M
9$9 Pam.
1TEp SEP���
I BARBARA Y. SHINPOCH �i>rr i 9r
MAYOR
TO: Larry Warren, City Attorney
FROM: Ron Olsen, Utility Engineer
SUBJEC'- W-599, Talbot Rd. Water Mains
We received another letter from Renton Construction's I
attorney regarding his project. l
This is in regard to the work down around Springbrook Sp, ings.
The response for this letter should come from your offi
Attached herewith is a copy of the letter and a proposed
response for your approval.
If you have any questions, plea:- contact me.
RLO:pmp
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i
nton City Council ..
/15/81
Page 3
Mark Necock Land Use Hearing Examiner recommended approva wi
(Eden Estates) conditions for Mark Hecock (Eden Estates), 11llot[h
Preliminary Plat preliminary plat, PP-079-80, with variance requests,
PP-079-80 and E-011/22/23-81 , for cul-de-sac length and piepstem
E-021/22/23-81 lots. Council concur.
Claim for Damages Claim for damages was filed by Ronald D. Bauer, 1151
Shelton Avenue N.E. , In the an ant of $262.45 for damage
to automobile, alleging street flusher sideswiped the
left side of automobile while parked. Refer to City
Attorney and Insurance Carrier.
Short Course on The Planning Commission is sponsoring "Short Course on t
t Locr•I Plannin
9 Local Planning" to be held at 7:00 P.M. on June 25, 1981 ,
In the Council Chambers. The Mayo, and City Council
Members are invited along with other Jurisdictions.
KingSubre tonal AG1i hip
g David Clemens N Director of the P'a i„y Gepartment,
,Ian Revisions presented revisions to the King Sabregiondl Plan, which
included the definition of Secondary/Metropolitan Center
amendment and a new Business/Industrial Area designation
Proposal ; also, authorization request for the City's
representative to support the proposed revisions. Council
concur.
Writ of Mandate A writ of Mandate has been filed by Washington State
Local 21R vs. City Council of County and City Employees, local 21R
vs. City of Renton, to proceed to arbitration on the
grievance of Ronald Lyons. Refer to City Attorney.
Consent Agenda MOVED BY STREDICKE, SECOND TRIMM, ACCEPT THE CONSENT
Approval AGENDA AS PRESENTED, CARRIED.
CORRESPONDENCE AND CURRENT BUSINESS
Annual Western Lette- from Toni Nelson, President, of Renton Merchants
Day a•nd Sidewalk Association, announced Annual Renton Western Days and
Sale Sidewalk Sale on July 30, , and August 1 1981.
7/30-31. 8/1 Permission was requested tc close off traffic on South
Third Street and block off portion of Williams Avet,ue
South on August 1. *MOVED BY CLYMER, SECOND ROCKHILL,
TO REFER THE MATTEP. TOTt1E PUBLIC SAFETY COMMITTEE.
Substitute motion offered by Stredicke, seconded by
Clymer, to approve the request and refer the subject to
the Public Safety Committee failed. *ORIGINAL MOTION
CARRIED.
OLD BUSINESS
AVIATION COMMITTEE Aviation Committee Chairman Stredicke recommended the
REPORT Council authorize the Mayor and City Clerk to sign
the renewal of FAA Lease 1o. Ff'.-1486, Remote Transmittal
Receiver and Rotating Beam Ceilometer, for a period of
ten years with an option to renew for ten years. It
was MOVED BY CLYMER, SECOND RO. 0 ILL, TO CONCUR IN THE
RECOMMENDATION OF THE AVI*TION COMMITTEE. CARRIED.
UTILITIES COMMITTEE ""rhi-t""Ies Cawlttee' recei w—nded that the tetmeff
REPORT concur In the report of the Public Works Department
regarding the Talbot Hill Pipelines, CAG 019-81, contract
1' adjustment and that the Public Worxs Director be authorized
�I. to execute said change order on th;; report recommendations.
It was MOVED BY SHANE, SECOND CLYMER, THAT ThE UTILITIES
REPORT BE APPROVED. CARRIED.
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COIJTINUITY TEST CIA R,aM
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The service insulators are intact and func�ioninq properly.
To maintain the electrical isolation of the pipeline, all
new services to this watermain should be electrically iso-
lated with service insulators (see attached information) .
Interference tests were performed with the assistance of
personnel from Washington Natural Gas Company. These tests
indicate the influence of the gasline cathodic protection
system on the watermain is very minimal. Therefore, no
accelerated corrosion on the watermain by the gasoline
cathodic protection system is anticipated.
Current requirement tests indicate cathodic protection of
the 16-inch ductile iron pipeline if feasible, but we do
not recommend its application at this time. The polyethy-
ene wrap should provide sufficient protection. However,
due to the corrosive mature of the soil in this area and
the past corrosion experic on the old steel watermain
we recommend an over-the- .e ootential profile be per-
formed on the new ductile iron watermain. This test will
provide a permanent base-line re.:�c.: of the pipeline's
electrical potential. Future pipeline corrosion tests
would be compared to the base-line information to determine
the location and probability of pipeline corrosion acti-
vity. we would recommend another potential survey in 5
to 10 years. The results of these tests would be used to
determine if cathodic protection of the waterline was re-
quired. It is estimated 1+ man-days would be required to
complete the potential profile test and submit a letter
report. The estimated cost of this work is $520.
Tnank you for the opportunity to be of service. If you
have any questions or need further assistance, please do
not hesitate to call.
Sincerely,
Gerald P. Duppong
Corrosion Control Engineering
be
CH2M
omit 11LL
engineers
/ planners
economists
scientists ,
July 30, 1982
512517.A6.00
Mr. Bill Kulberg
City of Renton
Municipal BUilding
200 Mill Avenue South
Renton, Washington 98055
Dear Bill:
Subject: Talbot Hill Pipeline Corrosion Testing,
Schedule J
This 'letter is a summary of the corrosion test performed
on the Talbot Hill Pipeline (schedule J) . These tests
were made to 1) determine that pipeline bonding was pro-
perly installed, 2) check service insulators, and 3)
determine if stray current interference from the parallel-
ing gasline was occuring. These tests were performed
during the week of July 26, 1982 following your verbal
request.
CONCLUSIONS AND RECOMMENDATIONS
The pipeline bonding appears to be effective along the
length of the watermain with the exception of a short
length of the pipeline between station 95 and 96 . The
tests performed on the pipeline indicate one to three
bonds are not functioning properly at this location. The
most probable location of a broken or damaged bond ` s near
the service connection at station 95+08 (see attached,
figure ).) . One or two additional bonds may be damaged or
broken south of station 95+08. It is recommended that the
contractor excavate and repair the broken pipeline bond(s)
along the length of pipeline.
If the bonds are excavated and do not appear to be damaged
of broken, the electrical resistance of the bond should be
determined by the voltage drop method, as illustrated on
the attached figure 2. The measured voltage across the
bond is divided by the applied current to determine the
resistance. The resistance of the bond should not exceed
0.000350 ohms.
Sedr4 M."
CITY OF RENTON WATER DEPARTMENT
Pressure Test 6 Purificition Test Form
PROJECT NO.
NAME OF PROJECT: & 141f Kd -
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PRESSURE TEST TAKEN SY K,,(Ibi ON
AT A PRESSURE OF PSI, FOR MINUTES
LEST ACCEPTED ON
PURIFICATION TEST TAKEN BY , ,� UII�vy ON I-L 'I B%
PURIFICATION TEST RESULTS, SAMPLE H1 5CL. b.;a•t t7ull r 1 'r Jt dl ogo
SAMPLE X2 F1{, fC7 127t50- ri .k W 4L660f12 '•
SAMPLE R;
PRESSURE COMPLETE AND PURITY COMPLETE Q
No connections to mains or meter permits issued until above box is
checked by Inspector.
REMARKS: [`/I!w'« At / o t< /,2Ln
ct
• CITY OF RENTON1 WATER DEPARTMENT ��rlltuic�
Pressure Test 8 Purification Test Form
PROJECT NO.
NAME OF PROJECT
PRESSURE TEST TAKEN BY - ON
AT A PRESSURE OF PSI, FOR MIN.
TEST ACCEPTED ON J
PURIFICATION TEST TAKEN BY ON
PURIFICATION TEST RESULTS,�MTLE Rl >e l4'. Jo l L f-Q ��f. (J-)
C/�wEI E 02 r N - f) ] L<o //S
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REMARKS: ' 4 jta rUl';i
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CITY OF RENTON WATER DEPART4fEh M ,I
Pressure Test S Purification Test Foxy
PROJECT NO.
NAME OF PROJECT
PRESSURE TEST TAKEN BY _ON_
AT A PRESSURE OF
PSI, FOR MIN.
TEST ACCEPTED ON
PURIFICATION TEST TAKEN BY
b �1
PURIFICATION TEST RESULTS, SAMPLE 3
SAMPLE ii
SAMPLE}i
REMARKS:
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CITY OF RESTON WATER DEPARTMENT
Pressure Test 6 Purification Test Form
PROJECT NO. � —5!p y
NAME OF PROJECT 2 I kA k I f- �, QQ.J o �G`^1 J
PRESSURE TEST TAKEN BY ON
AT A PRESSURE OF PSI, FOR MIN.
TEST ACCEPTED ON
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'IL Z- PURIFICATION! TEST RESULTS, S6MPLt #2QJYf20 ( Qer ��7—F-A ILL
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tire Test B Purification Test Form
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REMARKS: -
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CITY OF RENTON WATER DEPARTMENT
Pressure Test B Purification Test Form
PROJECT NO.
NAME OF PROJECT1Dr
PRESSURE TEST TAKEN BY ON
AT A PRESSURE OF PSI, FOR MIN.
TEST ACCEPTED ON
1��1Y1q a )1 a
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REMARKS:_ a I. Yi �)
CITYOF�O_ _
REN7 t VATER CEPARTMENf
Pressure Test S Purification Test Forst 0 ! !;
PROJECT NO.
NAME OF PROJECT_
PRESSURE TEST TAKEN BY - ON
AT A PRESSURE OF__ PSI, FOR_ MIN. '
TEST ACCEPTED ON
PURIFICATION TEST TAKEN BY ON
PURIFICATION TEST RESULTS, SAMPLE'#1 mukfi on
SAMPLE x2
SAMPLE 03
REMARKS:
17
1N• D . D 5
OF RE.NTON WATER DEPARTMENT
e Test & Purification Test Form
ON
AT A PRESSURE OF PSI, FOR MIN.
TEST ACCEPTED ON
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SAMPLE 03 wr�d�>
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REMARKS:
CITY OF RENTON WATER E 4TMENT
Pressure 'rest B Purification Test Form
PROJECT NO.
NAME OF PROJECT
PRESSURE TEST TAKEN BY ON
AT A PRESSURE OF PSI, FOR MIN
TEST ACCEPTED ON -
PURIFICATION TEST TAKEN BY pN
PURIFICATION TEST RESULTS, SAr1PLE 01
SAMPLE 02_
SAMPLE 03
REMARKS: �
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CITY OF RENTON WATER DEPARTMENT
Pressure Test F, Purification Test Form
PROJECT NO.
NAME OF PROJECT L ,1•� '(
PRESSURE TEST TAKEN BY ----ON - y
AT A PRESSURE OF PSI, FOR MIN.
TEST ACCEPTED ON
PURIFICATION TEST TAKEN BY CN_
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REMARKS:
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August 20, 1981
Page 2
pressure reducer can be installed by a plumber or can be installed by ,yourself.
No Building Department ?ermit will be required for this installation.
Attached to this letter is a specification for the installation of this pressure
reducer. This specification is to be used only as a guide and you can modify
it to your particvtar needs and requirements. This pressure reducer can be
installed inside of outside your house as your needs require.
There are two locations preferred outside the house and one inside the house
as specified on the attached standard detail for a pressure reducing valve.
Which one of the three locations you choose should be based on two
considerations:
1. Accessibility and location of your waterline for ease of
Installation and maintenance of the pressure reducer.
2. Age and condition of existing water service line from water
meter to house.
It is probably less expensive to install a pressure reducer inside than out-
side. Hcwever, it should be understood that your existing water service line
from meter to house will have to withstand an additional 56 lbs. of water
pressure if pressure reducer valve is installed inside or at the foundation
of the house.
It is estimated by our office that your new pressure will be
and that you �a required to install a pressure reducer.
If you are required to install a pressure reducer, please contact this office
so we can make a per'inent record of your installation.
If you have any questiocs or problems concerning the above, please call
Arlene Haight at 235-2631 or myself at the same number.
Very truly ;ours,
Ronald L. Olsen
Lead Engineering Sneciallat
:ckd
Attachment
OF R'C'�
T
Al PUBLIC WORKS P`NRTMENT
t ►>~ z
_ DESIGN/UTILITY ENGINEERING • 235-2631
aAL p%r
MUN CIPAL BUILDING 200 MILL AYE.SO. RENTON,MIASH.99065
9$ b
H P
1rfJ SE V'E
i
tIARSARA Y. SHINPOCH August 20, 1981
MAYOR
Dear Customer:
As ;ou are probably aware, there has been a Ict of new development in the
Talbot H411 area in the last few years, resulting in the installation of
new de . .rains by the City. These installations have all been designed
and constructed to meet an overall service plan for the entire area.
In your particular area there has been an increasing number of complaints
about low water pressures. The comprehensive plan for your area is to
change your pressure zone to a higher pressure zone. thus increasing your
pressure and allowing the City to lower the pressures to other residents
in the lower Victoria Park areas.
These changes will also allow the City to complete the connections or
intertying of the south Talbot Hill water system with the north Talbot
Hill water system. These changes will be a benefit to all customers in
the Talbot Hill area and probably require you to install a pressure
reducer in your individual house water service line. The design of these
changes requited an iicrease of water pressure in your syacem by approx-
imately 56 lbs./sq.in. (Pounds per square inch) .
The maximum pressure a home should have inside is 8U lbs./sq.in. per the
Uniform Building code, if your existing pressure plus 56 Lbs./sq.in. is
greater than 80 lbs./sq.in., you will have to install a pressure reducer in
your water service line. This pressure reducer will protect your piping,
gaskets on your faucets, dish washer, is 9hing machine, and especially your
hot water tank that should have a pressure relief valve set at 150 lbs./sq.in.
The City does not guarantee the pressure it will supply to your residence.
Pressure varies with each residence based on the elevation that the home is
built at.
The installation of a pressure reducer. Sf needed, will be at your expense
and should be installed within 30 days from Teceipt of this letter. The
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In any e'd all claims against the owner, the Fnalneer, or Any Of
emplovee of the Contractor, any
their agents or employees by •^Y
employed ov any of
anyone directly Or indirectly the
tuneonttac ,one EOr •nose acts any °} them may oe ltaole,
them or any OJmaOef,
Indemnification
anYolImitation on[thelAmountcot tYPelpfot be limited
in any h!nlf1C/ DJYab le by Or for tn! Contract°f ORtnitl[
c Ompeh$atlon, OT NOiKml no$ Compensation Acts. Dia ah il3tY
subcontractor Undo i
OCtf, Or Other i;mP 1°Yee 9enetit. ACC$.
ents or employees
ih! obligation Of th! COntractor undli this Article "All n0
extend to the liability of the Engineer and hiI Of s o q
arising out of the preparation Or "P de[s, designs, orarinos, '
opinions, reports, surveys, C
specifications.
le. TAXFS AAn CHARGES
tractor shall nay all applicable State and local sales and
The Con re'1u1Tld cne ub and
of
use taxes on ftemsr amd in a manner as aashif.gton and its 9011titicel subdivisions,
visions,
stACuCts of the^Vtatl-ltnG authority. The Contractor $hall wit^^O1d
s UbJeCC t° any w tnnaleinq [Ales, rnithlT Scat! Or Federal,
i es and also all State Unetheocase
and pay any and all ec jD Char9 rithhlld, as tn! rds!
and pay all Social S
Compensation cnarVts, and nay OT cause to or whatsoever,
may De, any and all taxes, cha[9es, or revs or sums
whlrh are nor Or may herlatter re rC9U ire1 to be bald or wtihhlld
ilnder any la's. payments At the
Shall he paid on monthly Partial
aOR Lne amount
State sa Its�e�i•s The State sates tax shall he P
time of pay he percentage retained by the
received by tnt Contractor ane A1sO t
nener.
37. oknlNANCES, pf"'TS, ACID LSCf cSES
l laws, which to any manner
7ht Contractor shalt Keep nimselt fully intorecd of all loca
oretnaneesr df well as State and Fedor Contractor snail At all
affect the work hotel' soeelfieA, and age
mts adatnst
times Comply with SailCordhe inances,ner TANS'Its ficersu and ia , an
ation Of
protect an-1 Indemnify arising from or based Om All theper viol licenses#
any claim or liability Or refulattons.
Any such laws, ordinances, for prosecution and complftlllff °t the
and inspection fees necessary the Contractor,
andK xha11 be secured and paid tom by
othetrlst specltted.
18. SIIpto 14TF.NW-i-C t.
Klep °R the work, du[i'O Its DTpgTefs�gRJte•
The Contractor shall Keep
or, - The Contractor $hall V rho
CpmClCtnt supervisory p authorized representati e
In sritinq, netore StAtnorirtino v to an
o act
shall have COwpiete ".Actor
t0 rep[e:@ttictent supe/V Sf l0ntt0 th!
Contractor. The Contractor •'ell give The Concractp�ccnnlques, f
aOTKr using his b
eat sKill and artantion-can$, methods,
Solely iesoonsinle for All Construction
General Conditions
15
7'
In me event any worx under this Contract IS ptrtormed Py a
suhrontractor, the Contractor shall be responsible for any
lldhlLlty directly- or indirectly arising out of the dorw Pertormel under this Contract by A subcontractor, which
liability is not Covered by the sObCOntraCtOr•s Insurance.
?no 11wmer and Enginter, •helr Officers, agents, and employees
Shall be named as ayditlonal Insureds oh the Contractor's and
any subcontractor's general liability and automobile liability
Insurance policies for any claims arising out Of worx Performed
under this Contract,
1 E. NUILOERS RISK ALL RISV INSURANCE
UnIlss otherwise mOdltttd In the SUPPLEMENTAml CUNDITIONS, the
Contractor shall secure and raintain iurinc the life of this
If)t Percent Of ders Risk 411 Risk the Contract anognt, Such
Insurance
cOVOraot for
Insurance [mall not
le
exclgde coveragt for eartr:quake, landslide, flood, collapse, or
loss out to the results of faulty wn[Kmdnin(p, and Shall
Provide for losses t0 he paid to the Contractor and tnt Owner
as t9elr Interests may ampear.
F. INSURANCE I:n VFRA(;E YOR SPECIAL CUfIOTT10NS
dnen the Construction IS to be aCCOMVIIShed within d ruhlIc or
Prlvlte rIght-of-way requiring special InSurance Coverage, the
Contractor small COhfOre to tn* particular requirements and
OtOvide the required insllramce. Trio Contractor snail Include
In hts liability policy all eniorseRents that the said
alltnority •ay re,3utre for the protection Of th! aU!mOr1[Y, its
orflcers, agents, and employees. Insurance coverage for
special conditions, when required, 411811 be crovlded as set
forth In tme SIIPPLE•mEr.TARY COynlrluNS,
G, hU P%RSILIAL LIABILITY Uf PUBLIC OFFICIALS 1
In Carrying Out any Of the provisions hortot In exetclslmq any
authority granted by the COntracr, tntrt will be no personal
liability upon any pub11C official.
1S. I►D�'wh(7f
The Contractor shall lndemnitV and hold harmless the Uwner, the
Engineer, aPO their events an-( employees from and adalnst all
C1a1ms• Tama-les, losses, and exlenses ln:luding attorneys' fees
arislnq Out of Or resultlnv from the Performance of the cork,
DrOVided that any such claim, damage, loss or exmtmse III is
attributahle to bodily tn)gry, SICKness, disease, or death, or to
ln(ury or to destruction of tsn9lhle Proeerty (other than tna wort
Itself/• lnctndino the lust or use resuttinv therefrom, and (=) Is
Caused 1n •note or in Dart by any act or Omission of the
Conrrdetur, 'my SUnCOntractor, dnyOne directly Or Indirectly
embloYed by any of them or anyone for whose acts any of than may he
114bit, regardless of .nether or not it Is COUSNI In part by a
Party Ingemnifled hereumler.
••A General Ccn•titinns
In
Curran, Kleweno, Johnson 6 Curran
September 1981
Page Two
At this point, we would thank Mr. Gould and his company for their
cooperation and good work thus far.
Sincerely,
Ore
September 1981
i
Curran, Kleweno, Johnson & Curran
213 Fourth Avenue South
P.C. Box 1126
Kent, Washington 98031
ATTENTION: Mr. Melvin L. Kleweno, Jr.
SUBJECT: Talbot Road Project
Oear Mr. Kleweno:
This is in response to your letter of August 20, 1981 , regarding Renton
Construction's work in the City's Springbrook Springs watershed.
Your letter indicated that Mr. Bruce Gould, the Contractor, was unaware
that any special care had to be taken concerning ..onstruction methods
as it might affect any downstream propert, iwner. You should know that
Mr. Gould met with the City's consultant, .t1-12 Engineering, at their
offices on three occasions during the design to discuss the design and
construction methods for: as examples, 1) where to place the pipe,
2) how to make connections to the existing pipelines, 3) f.ow to flush
and sterilize the pipes, etc. Thf dat:s of these meetings were
c: ,-, L _�._._ all of which were
prior a Mr. Gould starti g constructfon on thi a work in 5,^ingbrook
Springs.
You further stated that any unusual precautions or steps will be an extra,
which will be billed to the City. The unusual precautions or steps taken
consisted of inmediately restoring the area disturbed, which is generally
accomplished after a satisfactory pressure and purity test are performed.
There were some hay bails placed in the watershed to prevent siltation
rnd also a jute retention net was placed on some areas. The hay bails and
ne do consti'ute unusual precautions and the City will consider a request
for payment for the extra cost incurred.
Finally, you should be aware of Section of the General Conditions
of the Contract Documents, which state that:
e,nw orneea
Cnr►as. Kkewroo John," a Giros
fC:Ce8z�NO HE•Ile
rv, '•:f . dCend.NflM11119�� C_�[)� 1G0 •LPlJ�9
:'.IQ4St. ail, l9$1
sty of Penton
Utility Engineering Department
Renton City Hall
200 Mill Street
Renton, WA 98055
Atteoticn: Ion Olsen
,%: Talbot load Project
Dear Mr. Olsen:
We are corresponding with you as attorneys for Renton Constructive;, Inc. As you
crow, Renton Construction is wing work on the above-referenced project. Recently
Renton Construction. was doing work in the Springbrodc Springs water shed, which
s wned by the City of Renton. As a result of the work which they were acxanplishing,
they received a complaint from FT. Don Gallagher, dw owns and operates Springbrook
i'nout Farm, whose operation apparently is downstream from a creek or, overflow
;a;idh runs from the City of Renton Sprrngbrock Springs water shed. Mr. Bnioe
huge indicates that at the time Renton Construction went into the City of
Ilenton prcperty to do the work, they were unaware that any special care had to
be taken concerning construction methods as it might affect any downstream
c;roperty owner.
Mr. ould indicates that he is in the process of meeting with officials fran the
:ity of Renton to review the situation and, obviously, Renton Construction will
take whatever steps are directed by the City to alleviate any problans to downstream
Ywners with special problem. Ikwever, sine this potential problem was not
indicated or discussed at the time of the bidding process, any unusual precautions
-hr steps which must be taken at your direction by Fenton Construction and which
-add to the expense of the contract work will be an extra unich will be billed to
the City of Renton. Renton Construction, obviously, stands ready to do whatever
s directed by the City of Re, ton in order to alleviate any problems with downstream
xmers, but they rho :eel that since this was not a part of tin t'
eruc
�s which cost extra no process, any
nee which are st beyond ordinary con;truct ion methods
.hould bcompensatedcaersated by the City of Renton.
Bruce and his arnpairy lock forward to continued cooperation with the City of
aenttm and a successful completion o: file job.
ely truly yours,
1-11�K
tiCURRAM. Rlew no. Jr. f "
-`II.FC/ln;
ccz (build