HomeMy WebLinkAboutWTR2700715 W-715 WEST HILL PUMP STATION WTR-10 1+
#1 General Correspondence
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15
LARLINGTON ACRE TRACTS
Block 30
'�L$✓L� .Sy. �T,
September 25, 1970
City of Renton
Engineering Department
RE: Opinion of Value
Proposed Pump Station
Renton Avenue and 91st Ave. So.
Attention: Mr. Jack Wilson:
In accordance with your request I nave made an inspection
of the above captioned property for the purpose of setting
forth an opinion of Its market value. The attached sketch
shows the pertinent details of area, dimensions and locations.
The present zoning is kU-3600 by king County Zoning Ordinance.
Tne subject property, (Lot '14) is a portion of a common
ownership consisting of approximately 65,000 square feet
of lana. It is c0nt%;!O us with the boundary lines of Renton
City lint is on three sides. Adjoining lands are zoned N-1 ,
k-3 and R-4 under City of Renton zoning ordinances. Public
water, sewer and other utilities are available tc the property
on 91st Avenue South.
In vie. of the above conditions it is reasonable ai..i
1LgiCal to assume that the ownership in whole, of which
the subject is a Part of, could be annexed to the ci*.y pf
Renton and a midium or high density multi-residential zoninq
given the land. Value, as set forth here-in is vindicated
upon this assumption. A lesser land use program for the
subject tract would not be considered logical .
LVALUATIO,i
The "Highest and best use,, of the site is the bask Promise
of the appraisal process. In this appraisal the =object
tract must be considered as having treater utility in the
whole as when considered as a separate tract orianted frni:. tie
whole property. The incremert of value being a consequence
y
01
City of Renton -2- Sept. <5, 1970
Engineering Department
of related developement cost and optimuc: lanL utility. For
the reason of brevity, sunporting data has been omitted in
this report, but should question arise it is available in
the appraisers file.
Computation of Value is as follows:
(1) Land value of the s .te in whole from the Parket
Data Approach:
(Tracts 14 and 15, -lock 3C)
55,117 sq. ft. 010.75 per sq. ft. • $42,000.00 (R,D,)
(2) Value of the remainder
after taking tract 14, (8267 sq.ft.)
46.850 sq. ft. OSO.80 per sq. ft. - $37,500.00 (R.D.)
(3) Indicated Value of the Subject -- S 4,500.00
(.) Value of t subject (Tract 14)
When considered as separate S 2,000.00
parcel and oriented from plottaee.
Conclusich:
From the above analysis it is the conclusion of the
appraiser that just compensation for the subject property is:
FORTY FIVE HUNDRED (S4,5CO.00) DOLLARS
Respectfully submitted,
cl6X�
Appraiser
CM4:sa
Enclosure
a m eLa n d real estate
605 So.IhiId Shen•Renson, WasF.980S5-BAldwin pG 140
September 25, 1970
City of Renton
Engineering 0epar.ment
RE: Opinion of Value
Proposed Pump Station
Benton Ave. & 91st Ave. So.
APPRRAISAL FEE --------------------------$70.00
C.M. Mat aini,
Appraiser
POST CF1,CE 00%626. !00 2ND ITnE I OUI,011,1 f LNUA.WASH". tltl
&"AND W.$Wk .CITV ATTORNEV
M.AlryANT CITYiTH,�.6F I 00tC-7,!r 7, 19 ,
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:ad star ,I r I
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dal i,& - -VA C-1 -UP . CC: E.
i-*W;!Q-' Cy Y..., Olimts. -Ic1
is izt�mstsd in C,
rurTtlisLs of apppa—nately 420 ,,cuarc
an Lp-�ridaal fl,,x a ir0I,ej4iC:, isr:
l. 127L
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do ara enclw-inj srvwit!i a col , of tjjcj of t ;lr-
ruioart isauiml by ?joj4.jHjj, 'za�Jonq,
La Gait fjxplar,4topy. I , 1 Jtla C .:ally w.,jit, I 5,%0,jjd
rjuid you picrao advise whetha:% you li,.- in a rc,s,�tjcjj to
Via
a title Go Viet iox client ccu.,- c :..Vey to tl,-a CLVI
free and QJL:; Of -.12 e.%cwnl)rai=s exc,.,,,v , a dead re,.nrvaticr.
90 t444 drat.
-0 nOt-CQ, lallUtV it*M 3 , t.Lat tctGrQ is L: ta.Iatantjaj
Qj47JXCII%jY L_CiJ4!;t YOM&' Or AIIJ which. u,:,aubl
480 aflauta tho sdio"L11- and acmwh 6,4.P pox-eal a,f I
WjHoa �.to city Is �4xious to raesive a r'j,*j at fLn
would •tou pleaeu give %b%s ub"Vaigno a 04.1 Ar.d.
aft"I also be VUd to fumish to you a cis. v of
it 41.uPadrb that wj can ;,at to.-az.vm
,.,a remain
IJ tru'
Uli it'}:UY'r1I}:1'IT\'A'1'TUKSk:\' • N4:.\^CU\.\\'AKtll\/iT11\
POST OR iC!SOX 626 100 ZN0 SIN EET OU 4 DING. MENTON.YIASN1NGTON 1MSS ALPINE$6616
GRAM"e.OMOLVY.CITY ATTORNEY
K.IIII L MIN.!A.ASSISTANT CITY ATIOMMEY
November 2. 1970 i C,
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Mr. P.aymond J. Lee
Attorney at Law
1117 Washington Bldg.
Seattle, Washington
Rat Proposed Pu:^n Station Site - West hill
City of Renton
Dear Mr. Lee:
Would you please refer to our letter dated October 7, 1970
rc.oardinr the above captioned matter. Wo would vary much
appreciate having a reply from you, without delay, an to
whether your client is in a position to negotiate with the
City for the Bale of.tract 14, block 30, Earlington Acm
Tracts. We had forwarded to you a copy of the preliminary
title report issued by Pioneer National Title Company.
If you are not handling this matter or enn not give us a
definite answer, please so inform our office during the next
few dayo.
Thanking you for your courteous cooperation, we remain
Very truly yours,
Ccrard M. S`.elian
GMS:bjm City Attorney
�� Oo P y
1.5�`� UF•F It•6 oFTL6 CiTl' A'rT0[2�h:1' • RM'\TO\,%VARfli\UT0\
1P MST OfFICt BOX 621. IM 2NO E]Bf Et BWICHNG.PENTON.WESNINGTON M55 I PINE 5b76
MIMAR*m.IMIIH. 4 GTY ATTORNEY
.see a N%m,"M6VWMIt`TII,"IVf0
Mr. Raymond J. Lee
Attorney at law
1117 Washington Bldg.
Seattle, Washington
Re: Propoeed Pump Station Site -
Dear Sir: uest 11 41 - City of Renton
This is to confirm our telephone conversation of November 10,
1970 regarding tils abcvscaptionod matter At which time you
advised me that the above *at is apparently insolvent due
creditors.
to the fact oP outstanding judgments and liens by various
"IN previously indieat*d the City is willing to purchase for
cash the following described property, to-wit:
Tract - , Block 30, Earlington Aare Tracts,
containing app. 8267 squere feet,
for the total p^ice of 94500.00 as per appraisal. It would
be anderstood that conveyance would have to be made by
Standard Warranty Dead, free and clear of any and all encum-
brances. We y>r*vioualy furnished to you A copy of the
Preliminary Title Report issued by Pioneer Title Insurance
Compatly. We arc also enclosing a copy of our, appraisal dated
September 2$, 1970 which, we are sure, you will find in goon
orcor. Ordinarily, as you Can sae from the appraisal, the
tract in question would be worth considerably lose but the
appraiser has mad* an appropriate allooance b*,.taus• of the
adjoining ownership by the *state of Tract 16.
Would you please advise whether you are in It position to gat
the consent of the creditors involved to such sale, or their
release of lien to Tract lY so that the matter may he consummated
not later than 60 days from data.
We would appreciate it if you would give us the answer at an
early data so that the City will tot have to look for another site.
We remain
Very truly yours,
GMS:ds Gerard M. a'hell►r.
bc: Jack Wilson, r �ia1 y
�' � T((\\-"���id nt ou , Com. Serv. Chr,
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lIF'h'11'F:I/I"1'IIF:I'1'1'1" .\'1'9'11I:�Fa' • It h:\'1'U�.Y\ Vnlll Vl,"1'u\
POST cTr iCE Boy 6.16 100 2N0 ".1ET 0',„0 :1 &P,10
Q[RWRU M.M L"W CITY ATTORNEY -�r
'� NIIIII R.•MM,M,•545T,N1 CITY WT41F:.r
Deaaaar 15, 1970
-Muo�!L�i;Ir� lJ:f_
i.
110. ':..yvcad J. Lao
ht.cmey rt Law
1127 L'ashinytaa Bldg.
Eoattle, 4'c,nhinZtoec
Fe: Prc,.c:rf ". !Act,c . '.te
Weal '.:,".1 ....City of .:.c.Y.'Lon
WOUld y..., refer bade to ou '.c . of Ncvr:* ar 1C, 1E70
to wh c7., hIiwave�, we have not re(%_•. :. rc-1:; .
Uou-c vru ;iease rot!ry uo at orcrs a',other Tro.;^ ell-"t
is in a pcsit3ou to convey thepvncv,: c:a nugrestcrC1 by us.
Wo rcuUn
Very t-mly y� �23,
Gerarc: Y. s::aJ_lcsl
OEM:8�II1
5: : Y.ayor, Jack Wilaon, Council F_�-o::.1 -A, Corn. ^r, j. Chr.
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J"R R.PAIN.1R.,AW%tAN!CifY ATI"N(V
December 23, 1990
rile OF RCr
24197C
Mr. jack ESlson `:rIGG DEf".
CitJ 7ngi:.z_r
City Hall
Renton, Washington 96'55
Re: pr'-- : •.mp St-rcn Site -
de: - Cit_ .._ntor.
Dear ,Jack:
I aha } it d to -- rtact Mr. Th- u - . '1-
reg_- ,dinC the .ahtr:e ca; .ione�l prepr prior
corraspoll- :a uis ionc wit?, i
hold of 111c1 roc:,y and 1,,o indicate ' L. , pri :mortgage
hole,r is iresently unwilling to pre,, ... cr pa t •''. release
r *.;lat t'c�. Cit is inlc , in : to give
Of c ri t1tic. Y
us c,.aar title. There_ it looks negoT '.ed sale
can be consummated.
Thi , :situation mat possibly change i_ 'ity si�c��.l:'. commencm:
+ s e mig}rt to willing
to -.: spat 4 J❑ act)on and if e. the mom._ .er is a 'lecision
to -rovide a partial release. Th it,, - +
that you will have to crake or alterhal nother si<:e will
have to be found. We el.so assume tb...: � ': City i:' not interested
in purchasing the whole piece owned bl the estate which may
conceivably resolve the issue.
Ple,se let me hear from you on this71,; _t+on as pr <;,:;�la as to
what our next step should be.
�wry truly
_f !
GHSabjm
1
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Of Rp
ftst o"iCt Box 626. 1 3 2140 STUX,
s.
49B 06" W. CITY ATIO kty
01,06, J*W MO, ASSISW T CITY ATTORNf;
September 9,
i:nL;ineel
it .-lal'
KINGSBURY. LIVESEY & LUDWIGSON - - e-.
"TM A CKE l aNi1A„�T NptGMl apn1, auilAnny
�M'il�vrtar 'A f ELLtW�_M WASHINGTON 98225
.dw f. LWwMC1lb
October „ 1972
City of Renton
200 Mill Avenge South
Renton, WA 98055
Re: Slaekmar
Attent!cn; Lyman. iIouk
Engineering Department
Gentlemeni
On September 5, 1972 I addressed a letter to the City or
Renton, a ^opy of which you will firm en: lo,'ed. I
negle^ted to make that letter to your attention and
pert':aps you did not receive it. I got your name from
the preliminary title report issued by ttie title
compar,. September 9, 1970.
Yours very truly
KINGSBiiRY, LIVES"Y , [IDWIGSON
GL/ml
en^l.
Oir
p�w� �
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• - - � uw aw,m .
KINGSBURY. LIVESEY & LUDWIGSON
Wmw� •ncswK• BNl,nywiw Ner,w�el Bon. &.,,e,np
awr[ rMY. BELLINFd1AM. WASMINGTGN 98225
Km s sw.cm
September S. 1972
City of Renton
200 Mill Avenue South
Renton, WA 98055
Re: blackmar
Gentleman:
I am attorney for the Port of .ellingham and we have a sub-
stantial judgment against the Blackmar estate. I am levying on
that judgment and am placing the property that you are seeking
to acquire up for sheriff's sale. It is the intention of the
Port of Bellingham to buy this and if we are the successful bid-
der then the City of Renton will have to deal with us with respect
to the purchase of the property. We certainly want to dispose of
it as the Port of Bellingham has no desire to own property in
King County and is taking the action to execute against it only
to protect its intcreat and they wanted you to be advised of our
position.
Yours very truly,
KINGSBURY,/L IVESEY { rWIGSON
Gdbrge`Livese , Jr,
GL/dah
• r 1n fiGpl.�.. .NTT..(.ww.nvMVOn...... .rx i
JN:T 21
: L: :.�. TDX •
LYMAR N:.u:a ENG NEERING DEPT.
c. JLAC4MAR AND C6A M• uLAC<RA:\.
V r�
• i ,
July 26, 1973
Mr. George ldvesey Jr.
ringsbury, Livesey t Ludwigson
Bellingham National Bank Building
bellinghan, vaahi gton 98225
Re: elack"r
Daar Mr. Livesay:
We be" not heard from you regarding the above matter since October
Of 1972. At this time we would 'iks to inqu'.re u to the status
of the property in qw tion and sec if there are any new d*valop�
Manta or if it would ho possible, at this time, to purchaae the
property.
11*asa lot us hew an early reply.
Very truly yours,
W"-mn C. GOMaam, P.B.
Public Work* Director
Richard C. Houghton
Utilities Engineer
RCH:;vp
• inw Ofn<,. •
ceawe uKee.— euiNo KINGSBURY, LIVESEY & LUDWIGSON �-
etarow sirowua, Beu4,gMn, Naha l Bonk Budd,,,,
rJpAff 4wer. ,a BELLINGHAM. WASHINGTON 98225
,pM S 1U9W141W
W S �aB
July 31, 1973
ry�'c►A6r �,�A
„UepT
ON
Mr. Richard C. Houghton
utilities Engineer
The City of Renton
200 Mill Ave. So
Renton, WA 99055
Re! Blackmar
DeAr Mr. Houghton:
Your letter of July 26, 1973, has been received. The Port
of Bellingham is now in title to the property formally
owned by Blackmar in the City of. Renton. The title was
acauired by Sheriff's sale as a result of an execution
of a judgment. I do not have any idea as to the value.
Have you had the property appraised? If so, I would
appreciate a copy of the appraisal so that I can discuss
the matter in detail with the Commissioners.
Ex 7ept for an agreement as to the price I can see no legal
impediment to the Port of Bellingham's convevinq the oroperty
to you for a cash crnsideration.
Awaiting your response, I remain
Yours very truly
KINGSBURY, LIVESRY & LUDWICSON
l � l
George Livesey, Jr.
GL/ml
cc- Mr. Carl Erlandson
August 1, 1913
Tee Gerard Ahallan
Tram: Richard aoughtom
Subject, slacksar Fropercy, Neat all rraposed F•ap Cite
As you are aware, somatiae ago w Mode Contact With tta Fort .)t
Bellingham with regard to the aladem" preparty whiah they ware in
the process of acquiring thrar;h a Bieriff's sale as part of the dis-
position of the estase.
Last week I wrote to hr. Gecrge LlweeeY, Jr., the attorney handling
said aststa/property foe the Court. A copy of the return letter is
enclosed.
Also encloW please find An appraisal done I`y Chock Mattinl on the
property and also a Condesestion certificate that we hod done in
late 1910.
After reading Mr. Uvtmey'a letter you will a" that they are in
agreement of selling the Froperty and consideration of price is Mat
remains.
I will lsaw the 6at►ils of purchase in your hands.
Should you require any further infos♦stion. please contact this
cftics.
RCB,Fap
anclosuren
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UFFIL'3:uY'rO►:1'I T\' A7•"rL LiIV KI' . RK.'M %.N.Swlfl\LiTUV
p � c . b5T(MPCE em SM. IDO]bC i'•EE' Buy:q,.6 aLsiOb. wa.•rwCiOi BBMS KNeE SM)e
i eeeeee e.saw i clrr Av TQ %(f
•41
•f N�a•heE. i SWS5 .ftT L•r Ylp 11
August 6 , 1973
ID � C � MED
Kin j�e fi ::irson
Attorneys"II[ "W
Belli National Bank Building
Belli q VNCU1113 mm 98725
CITY OF RENTON
Attention: Mr, George Livesey, Jr.
Dear Sir: Re: Slackmar property
:his is to acknowledge receipt of vour letter exted July 31,
1973 addressed to ot-r City's Utilities engineer, "Ir. Richard C.
Boughton, rekardinF the abov"aptioned property.
Ths City would he interested in acquirinf this property and
we are therefore enclosing herewith copy of the City's appraisal
report, together with sketch showing the subject property being
a portion of Tract 14, consisting of 8,267 square feet. You
will note that the appraiser allocates the value of 52,000.0C
to said parcel when considered as a separate entity, and a
Nigher value, namely, $4 ,500. in conjunction with the adjoining
parcel 15. The City would be willing, to pay a reasonable mount
Somewhere between the two appraisal figures.
s:e wound apppreciate ther�fnre hearing fron you at an early
date, but if you need any additional irformation, please advise.
We remain
Very truly wure,
cns:aa Gerard w. Sballar
Lnc.
ME
August 20, 1973
Mr. Dennis M. Find:.an
Attorney B Counselor at Law
2914 Lincoln Street
Bellingham, Washington 98225
Re: Blackmar Property
Dear Mr. Hindman:
Thank you for your letter of August 17, 1973, regarding the
above-captioned matter. Please refer to our letter dated
August 6, 1373, in which, however, we did not make any offer
to purchase in the sum of S4,500 but supplied the appraiser's
infomation as to the subject parcel and the adjoining one.
The City has certainly no objection to having another appraisal
made by an M.A.I. appraiser but the question would occur as
to which party is going to assumeethe additional cost.
The previous appraisal was made by Mr. Charles Mattaini who is
a professional appraiser in this County a^.d has extecuive ex-
perience in court proceedings representing both condemnor and
condemnee, etc. If you wish a summary of his qualifications
please let us know.
If you wish us to retain an M.A.I. appraiser and the Port i
willing to pay for the same or at least share in the cost we
certainly will be glad to cooperate with you.
We would appreciate therefore if you would give the under_i„gned
a call .
We remain
Very truly yours,
Gerard M. Shellan
G,MS:mt City Attorney
bc: Mayor
Pres.-Council
',,wen
INTER-OFFICE MEMO
TO: Dick Houehton
rr DATE September 5,
FROM:
Gerard M. Shellan, City Attorney 1973
RE:
Blacknar Property
Dear Dick:
Enclosed yeuwill find copy of a letter we have received this date from
the Attorney for Port of Bellingham regarding the above property. Would
yr•a now please advise whether the City is ready to proceed at this price
or whether any counter offer s'iould be made.
We remain
Gerard M. Shellan
GMS:nd
Encl. (copy of letters)
• DENNIS M.HINDMAN •
ATTORNEY ft COUNSELOR AT LAW
294 LINCOLN STREET
BELLINGHAM.WASHINGTON M225
(2061734302
September 3, 1973
Mr. Gerard M. Shellan
City Attorney
P. O. Box 626
. 3nton, WA 98055
Re: Blackmar Property
Dear Mr. Shellan.:
Thank you for your letter of August 20, 1973 concerning your
position in relation to the Blackmar property.
The Commissioners of the Port of Bellingham, at their meeting
of August 31, decided it would not be necessary to obtain _
another appraisal. They have requested that I offer the
Blackmar property to the City of Renton for the price of $4,500,
which should be net to the Port of Bellingham.
Please contact me if you have any further questions.
Sincerely yours,
DENNIS M. HINDMAN
DMH:sg
cc: Port of Bellingham
� V
MN
Gererd M Shellas, City Attorney SePtesher 6, 1973
WOMM C. GOnA"M, Public Molts Director
Nlecteer Property
Deer Jerr(,
NO will e.`Cept the ProPosel on the Above referenced prorrrty for $4,500.00 pwr their
letter of MCPteeber 3, 1973. Also, we en rpuseting at this tim that yr•.. P"X*
ld
with the Purchase of ee Property. ad
RIM,WP
September 6, 1973
To: Ted Bennett
From: Richard Houghton
�Iubjeet: , Blackmer Property
He anticipate the purchase of the shove referenced property from
the water and saver bond issue of 1965 funds.
Please liquidate said fund.
The exact figure for said purchase will be forthcoming from
Jerry Shellan. At the present time the offer stands at $4,500.00
not to the Port of Bellingham.
RCH:Tmp
TQ: pick Houghton
f'WWi Ted Rannett
SUNE(.T: 1965 M d S Construct an rund Investment
The above Investment Will matu^e On September ,a at which time
we will liquidate it and "1,6 't available for the pure ase of
the Hlacbnar property.
OF R41j�VT�
UFT'l1'K OM I'll F.l•ITY Arru NKr]' . NF:81Y)?l,\PANHI\/:T[I♦
A MST WIKE b.{ i"} %r.11l OUKO". at"1011.1,41.1w,01 WSS My`.FC S-
W eEe.ee a,al[SSYS Cif,Sitcoms,
,�P M lS IeYli e. IlS.l ,•SSAY.NT C11,
�rfo sf pl',\p8
September 11, 1973
Mr. Dennis M. Hindman
Attorney at Law
2914 Lincoln Stre,lt
Bellingham, Wa. 98225
Re: Blackman property
Dear Mr. Hindman:
Thank you for your latter of September 3, 1973 regarding
the abovecaptioned property. The City, after due consideration,
is willing to pay unto your clients the total sun. of $4,500.00
in return for a Statutory Warranty Dead of the subject property
as heretofore described. As you know there will be no sales
tax due on this transaction but the City would like to have a
title report showing good merchantable title in the Grantor.
Upon your approval, we shall be glad to order said report
locally and deduct the cost thereof, which should be fairly
small, from the sales price.
Please forward to our office the appropriate Dead and we shall
be glad to hold same until remittance is made to your office
of the purchase price and the title report, in proper form,
has been received.
Alternately, if you prefer to hold the funds pending the
closing, we have no objections to that procedure.
Trusting to hear from you at an early date, we remair
Yours very truly,
Gerard M. `Shellsin
GMS:de
ti 1�
� OFFICE OF Tl[6 CITY ATTORNEY • Ltk\'i"ri.\\'.\tlli!%(iTb.N
0 ._ST otpCt CGe e2i.IOC ako evtwot OV FLD;ho.OtNtp ."M ma TON gem q%Mi S NH
CC*"*M. SMLLAM. C,T♦•TIMNI,
4Q• It.M$W' $X"A""'ANT r"'
�arFG SEPiE01e
September 2G, 1473
Dear Gwen:
is to let you know that we hack i - 3,
sJth the attorney for the Port _ng
the scquiu?tion of the iormer Blackr.ar .ri% _ tF.
.sue: of $45D'J.00.. The sellers have i ow;_ :^_o scare the
cost of title insurance which we have. . . ._ ..::?
meantime.
We would o:;xreiore sulest that you arep , QT. ::c next
few days, t?m proper warrant or clkcic *cir the s❑ 4S00.00
payable to the E'ort ci Fellinghp.,
W, ....11 ten !,ill you svp::r ' `'or Livee i'.it:i's share
01 the tit!. insurance and attorne e' _c•os rFiiic.l: w—s will
ddvc"ice.
're remain
Very '.r.;.., ..
Sb}i nrl i(1 lY}l=6. 100!NO}VENV[lYl\DING. RENTON.v,}}NINOTON MID}}ll.`N[!e!)l
Ip IbIRNN Y. lN(1.4L CITI}.v{MNIv
Cn•}I)C1Rh,
�4,0 SFVtttTO Oot"er 2, 1973
Mr. Dennis 4. Hindman
Attorney at Law
120 K. wasnarcial
Bellirghan. Wash. 90225
Re: Blackmer Property
Dear Mr. Hindman:
This is to confirm our previous correspondence retarding the
proposed sale to the City of Benton of a small triangular
prroal of property consisting of app. 0200 square feet located
to the uest of a large parcel presumably owned by the Blacks"
estate, all locatad within the tarlington Acre Tracts, Block 10.
We understood frog, our previous correspondence that the Port
Of Bellinghaa is now the fee owner and we have heretofore
requested our D,rector of Finance to issue a City warrant in
the sum of $4500.00 in full payment, which warrant we are
presently holding.
As per our orior understanding, we have ordered a supplemental
title report sad are enclosing herewith a copy, together with
sketch. ;t appears that there are several clouds on this title
and we would appreciate it if you would take the necessary steps
to remove same go that we can consummate this transaction without
delay.
We are also sending a copy hereof to hr. Raymond J. Lee, who
apparently is the attorney in the Blackmer estate, and uay be
of easietanee to you in resolving this matter.
Trusting to hear from you at an early date, we remain
Very truly yours,
Gerard M. Shellan
GhS:da
Ene. (title report ,) Ygfi. Bldg, Seattle
ocl Mr. Raymond J. Leon (with rojy of title Feyprt)
be: Mayor, W. Gonnaeon, Gwen- 1% appears tha! the title in
considerably "loused up". Gwen,
do you want up to hold on to the
; 600. warrant or return it until
is resolved? Please advise.
- G.M.S.
• INTEROFFICE MEMO •
TO: Gwen 'aishall DATE: "^'"e `er 9, 1973
FROM: Gerard N. Shellan
SUBJECT: Elackmar property
Lear Gwen:
We had previously forwarded to you some correspondence with
the attornev for the Port of Bellinggham regarding the above
matter. The title to the property is not clear and contains
a number of encumbrances including judgments, etc. It
would appear that the Port of Bellingham can only furnish us
with a Sheriff's Deed after they pay off a judgment and
certain delinquent taxes instead of a Statutory Warranty Dad.
I -old Mr. hindman that if that is the case, we should ret
a reduction in the sales price since there may possibly be
repercussions at a later date. At my supgestion he will
recommend to the Port a reduction of $500. so that the total
sales price would be $40n0 and we would receive a sheriff's
Deed to the property.
We are therefore returning to you herewith Warrant No. 8462
for 54500. which should be voided.
In the interim do not issue another warrant until you hear
from us and we will notify you as scones we get word from
}Hindman.
.,e remain
Gerard M. Shellan
GrS:ds
Enc. (warrant)
� T
J
uh'F if'b:11Y Tlik t'1'fY A'r9`t litN EY B HEt .T0N.tf'AKU1NGT0N
p O W,S1 �v, BOX 6A 1W]ND AVtNGf BGRD,NG, XtNTOl1 w66M1NGTON 9m06B•te1Nt 18616
0 G[N6u Y. 6NUl6F. U,r 1110X11 v
�P MMN N.VAMI. 1B1.. Gfv I,vONNfv
,tlFo S'e`Ed,O
Jarawy 4, 1974
hr. Dennis M. Hindman
Attorney at Law
120 N. Commercial
Bellingham, Nash, 08225
Re: 91aclnar property
Dear Mr. :!indman:
Since we have not heard from you sine our telephone
conversation November 7, 1973 reparding the ahoveeaptioned
case, this is to inquire what pror'-age has been made in
clearing the title to the proper, Tt was our understanding
that you would pay the delinquar.- yes, etc. and secure a
Sheriff'n ':eed, and we in turn woul.0 recommend to the City
to accept same, in lieu of the atatutory wananty Dead. in
the latter case, the heretofore agreed to purchase price
would be reduced about $500.00. In addition, you would also
make arrangements to ask the King County Assessor to negregate
the taxes duo on this small parcel of property an that any
tax liens would likewise he removed therefrom.
Trusting, to hear from you at an early date, we remain,
Yours vary truly,
Gerard M. Sheller
BMS:ds
J
i
o
T
8� I OFFH'h OFT116E'ITY A'CTORNNY - RENTON.WASHINGTON
aNOl2 r1ncf a0l Ga 100 2NO AVENUE @UU01 a.RENTON.WASHINGTON WOSS NINN[$UNAE
,p <ERIIRO Y. SeIIIIW. Glv RrtMNfI
10NN%.GAIN. Jan IlSIS 111N1 qlr•IIUNNf.
�,fFO SFPtE�'Q February 22, 1974
dr. Dennis 14. Hindman
Attorney at Law
1I0 A. Comnercial
Bellingham, Wass. 95225
Re: Blackmer property
Dear Mr. Hindman:
Would you please refer to ou,. prior correspondence,
including our last letter dated January 4, 1974 regarding
the aboveeaptioned matter. Our city officials are anxious
to determine whether this natter can he closet at an early
date along the lines that we had previously discussed.
May we please hear from you one way or another.
Thanking you, we remain,
Very truly yours,
Gerard M. Shellan
AS
l\ r U
1-
• DENNIS M. HINDMAN • • (206) 734.3022
AttOnvy and Couutior at Lam 120 N. COMMERCIAL
BELIJNGHAM. WA HINGTDN 9e225
March 11, 1974 -
Mr. Gerard M. Shellan
City Attorney
Post Office Box 626
Benton, WA 98055
Re: Blackmar Property
Dear Mr. She-Ian;
Please excuse the delay on the part of the Port of Bellingham
on the transfer of the Blackmar property to the City of Renton.
I have made numerous attempts, through letters and phone calls
to the Tax Assessor in King County, to apportion the taxes on
this land. The Tax Assessor has shown a total lack of coopera-
tion with our requests, even though these taxes can be apportioned
if the property is going to be used in the future for public use.
I will bring this matter up at the next meeting of the Port
Commission, to discuss whether the Commissioners would like to
pursue the division of taxes, or simply pay the total tax due
so we can transfer the property.
Yours very truly,
� .�.
DENNIS M. HINDMDM AN
DMH:sg
cc: Port of Bellingham
0 )
`wla aL
�t<uG�on.
/IFY W K 0 V T11k 19TY A=0RNRY • RENTON.\\"AN111W(1TU\
G MnSf" 1 [Ol 126 ;Op 1F01IVl.01 a.,,NN nSM)OM% ,W�)wIF41JF MOSS MNF[SN)n
In sous r lwu ur
4pro SEP161 e . April 12, 1974
Mr. Lennie M. Hindma::
Attorney at Law
120 H. Ccosercinl
Bellingham, Washington 98225
Re: City of Renton - Blackmer Property
%ear Mr. Hindman:
This is in response to your letter of kpri1 10, 1174.
On Aril 11, we had occasion to check and confirr with
the �irector of Public Works of the City of Renton concerning
'v t.te specific use whict, they intend to make of the Blackmer
property. In response to our inquiry we were advised that
the Blacks" property is to be put to a public use by the
City of Renton, to-wit: installation and operation of a
water pumping station.
It is our understanding that you will write to the Assessor's
offics and send them a copy of this letter, a copy hereof
is enclosed for that purpose. Please advise us of the
Assessiors response, and if anything further is needed from
thi• offce.
Very truly yours,
John K. Fain Jr.
JKP:nd
Encl. (copy of letter)
bc: rc. .nnason
. . • �AiTIE.pA .aNi1011 9e101
To: l�yS r e^.w y, er /f/ { Date: e npu.& 30//?/9,
c Segregation Order No.
tJ it/.7.2 S�
In accordance with your request of /�;.tdi!.r,L�GJ ,a�- /92'-w
the property described under Account Number(s) —ll'rApo —A9
has (have) been segregated/merged/changed. The fo'lowing is a breakdown of
assessed value and tax for each parcel:
New Tax Account Number Assessed Value Tax
(11 „�/-s�<:1i'_c�✓_,'' l_-_L' l9'�/^ /OG/1 Q i.:v - Utt4.i
/ht.L- /.G.ctr-.��[a.:..,J�^.nu:V 197_
(2) O 1 197_ _
IJ7
Remaining Tax Account Number
197y._.l�L-?_� ..3123
197
The above figures, subject to correction or revision. will be reflected
in your tax statement sent by the Comptroller.
'. 4Enrlmo-t Very truly yours,
Harl . Hoppe
King eCounty Assessor
By: iL.
.�.ca-.t% L•Q tu.!<.(a.�L./ t% /%!/ G.V .
LAdt.*e
&4is Nbenture lfnde tile....14 th...... .._...,iny of........May_......_....__.........__..A.D.197.4.....
hvIw n._ LAWRENCE..G._.NALDT..............._.--as Sheriff-Dirretor of Kill..County,State of Washington,
Party of the first part,and PORT,.OF. BELLINGHAM, .A..MUNICIPAL..CORPORATION....itg_-_----
successors and assigns
.............................
.._....................... _...........
._.Y_:.._�...__._
ILr pmt..Y... of ,nc second pert: .r_........._..
WlTSF:SSI:']'If, That, miierens, by rirhw of A ,it of execution issued on' ui and nailer the seal of the
M,prrior Cent of King County,State of R•anhingtmt, ternts at Seattle,datal the_._.23rd,
dnr or.... .............._.August._....-._ _.......-... 197Z.
-- _.,upon a jnJg,nent rccoyrrcd iu said Court on
the
...19th......._..day ist.........August......_................._----1970...,in favor of the Plaintiff----._and against
thn Jcrcadaut._@.,in Grtse N„_715610 of said Court,entitksl...-PORT OF BELLINGHAM, a municipal
- ..................................— corporation, PlaintiffevsM. E. BLAGKMAR AND J
AN1..._DOE
....... .......-.BLACKMAR,....his...wtfe,..and.ESTATE OF_.M.-E._.'.BLACKMAR.-as..substituted
__..............defendant...for..A_.8...Blackmar.r._ntw-.deceased,..Defendants........._..........
to the Sheri rr•Directo,or King County, Washington,directed and drliverm.,,ommanding him to levy utam,
arise and take into execution thn personal properly of said.,......_defendants
i„u,id King Conaty and wake a+lle then-of netording to is,
Amend. all" if sur8eient personal property could not Iw
Amend. then to wake the enonut of said jndeu,vnt,interest and increased interest, cents and increased casts,
alit of Met praprrty-of said.. defendants. _.._...
_..._......_ ........
not exempt
I\v late, and after dill womb:u(I inquiry acid Shrrilf Ivan unahle to find any personal property of said
t defendants
ahtS _. ...—and thereupon said Sheriff-
Director by victor of said xrit of
cx,ruliei July levied upon sent said. pucsuA"t Po to due nml "gal "I've of "hi` first given, at public Auction
w, the_...3rd..._._day oL..._.November_..__......._. ..
_. ., 19 7.2.,latnrro tlw]mura or 9 o'clock in the
morning nndY o'clock in the nften,om, of that day, to nit:.st the hour nf.ten.........o'dnek...A,...........Dt.,
iu bout of the King Cmudy Cau,t Valise door, in lhr City of Seattle, King Conaty, State of lC6shingtou,
all the lands nail prenfat•a hrrt•i"after de"rriluvt, lit which sole avid lands and premiers wore struck Off And
sold to .....PORT.OF...BELLINGRAM.,_.A.MUNICIPAL.CORPORATIOI4._...._.._........__....._.......
arthesun mf.. .. ,R.THOU$AND.AND. NO/100..($4,000.00)__ . __...._._.
lawful ,00ury of the IIuitrd Rtatea of A,m•rirn. .itsm hero. ._.._...........— Dollar%
6 tlu bi;:hyxl bid.km.......And said alit"of binary
(.•tug the Li�L,yt and 1^1 still, hid thrrefar. and said Shoriff•Dirinjer,ufter striving fnxn said pun•hns,r..__...
sum of mnnry so bid, ^o-.r : , .;:i r1 PORT OF RrLLLNGiUXM, 1 MUi[!CIP.IL..CORPO?r L;N
of puro I....r:.a i.+,"ain,d by law In Im riven.
A\It, \\'l lPatl•::1R, on the .._. 27th..
„r..... November
.._.... .. 79 72_.,raid
Nnlsidmr Jaurt. Ire e. order,hd, n...L. and erhv'ed or tuned,oroufirmud snid wAr.
x
NONV THEREFORE,The said party of the fiat part, by virtue of said writ of execution, and of said
order of confirmation,and in pursuance of the statute in such ease made and provided, and for and in eon•
sideration of said sum of money paid to said Sheriff-Director ,__................
ns aforesaid,by said purchaser........at said sale has granted,bargained,sold,conveyed and confirmed,and by
these presents does grant,bargain,sell,convey and confirm,unto the said part._Y.....of the second part,and to
e
.........ITS........�s craean�suasrrgs
ns forever,all shone certain lots, pieces or patteLs of land, situate, lying and
being in Ring County,Stale of Washington,bounded and described as follows, to-wit_• -.--
A portion of Tract 14, Block 30, Earlington Acre Tracts,
according to the Plat recorded in Volume 15 of Plats,
v._. page 84, in Icing County, Washington, described an followat __._,_.
--• --Co=encing at a brass monument in the E. s. Goodwin Road, _
known as Renton Avenue, at the point of tangent of a 16'
------ curve, test of 91st Avenue .^,oaths thence North o^1e50s ;feat ---
338.80 fret alonrr the centerline of said road; thence
`..... "" ?forth 1.33' ;lest 45.GG feet to the point of beginnings —"
_ the•nce Vert'; 11e50e ''lent ?.5,93 feet to a point of eervttl
thence Westerly on a curve to the left of a radius of
__2909.93 feet, a distance of 168 feet; nore or less, to Y•.,•
the intersection with the SoutherIv margin of the State
—•----Itighuay connection to Rainier Avenues thence Easterly on
a curve to the left, of a rafiius Of 1472.69 feet, a
— — distance of 17G ecet more or less, to the Fasterly line
of Tract 14; thence South 1e331 East 88.3 fret, more or _
less, to the roint of beginning, .
.............._-----—.-_..__ ._-�._._._.____....._ .____...__..... _.._. ....._.__ ..__..._._ _.. --.._..
together with all and singular the tenements,hereditsments and appurtenances thereto belonging.
TO TUNE AND TO]HOLD the said premiss, with the appurtenaacca,unto the said part....Y........of the
second pert and to..ita/s cce pnynrs.+igas forever,as fully and abaolydk:y as said Sheri R•[Hrector can,may
,.r ough• to 1 y virtu-of::a:d rt,�d chs statut.,• in tivrh rang male and pro,;ded.
great, bargain,sell,convey wed eonflr:a the same.
IN WITNFSS WHEREOF, the said party of the first part hoe hereunto set his hand and seal the day
and year first above written.
-_----WIWRENCE.G._WAL➢T.........__..,.._....................
Signed,Sealed and Delivered in pressure of Sheri ff•Disetor of tang County,State of Washington
....... /l .......................... ' ➢cpulY
DENNIS M. HINDMAN (206) 734.3022
Attorney and Couuefo,at LA 12;
N. COMMERCIAL
BELLINGHAM, WASHINGTON 99225
May 16, 1974
Mr. Gerard M. Shellan
City Attorney
Post Office Box 626
Renton, WA 98055
Re: Blackmar Property
Dear Mr. Shellan:
Enclosed is a copy of the statement from the Ring County
Department of Assessment, segregating the parcel of property
which the Port of Bellingham owns, and indicating that this
land is now tax exemot. Also enclosed is a Sheriff's Deed,
which was executed May 14, 1974 to the Port of Bellingham, and
which has been sent to Seattle for recording purposes.
As per our previous agreement, the purchase price is to be
$4,000 instead of $4,500. This is due to our giving Renton
a quit claim deed of all of our interest instead of a statutory
warranty deed.
I have reviewed and worked on this case for the past 8 months,
and my research indicates there are no judgments against the
land we are deeding to you which can be collected, in that the
statutory period of time for collection has r .. on any judgments
which would threaten your title, in my opinion anyway.
I intend to have the Commissioners sign the quit claim deed at
the May 31 meeting, and we can make arrangements to exchange
the money and the deed at your cony-:nience.
Yours very truly,
DENNIS M. HINDMAN
DMH:sg
cc: Port of Bellingham
enc.
��W R'y
U G
7- OFFICE OF THE CITY ATTORNEY • HSNTOV,N'a9HIti CTO?7
POST 01f,C1 90-Rif. 1W}NO AVENUE 8ULLp11G,PENTON.WASHINOTON 9NSS µPINE S",a
4 W G40A0 M. SHILLAN.CIT,A1100NE,
Q P 101M Y.PAIN.Ilb,A W II.N1 C,1,AI TI.N1,
May 20, 1974
Mrs. Gwen Marshall
Director of Finance.
Municipal Building,
Penton, Washington
Re: Blackmer property
Dear Gwen:
As you know the above matter has been pending for quite some time
and we have been negotiating, with the attorney for the Port of
Bellingham to acquire their interest in the forr..er Blackmer property.
.is have now been advised, a few days ago, that the Port of
Bellingham has secured a ..neriff's Deed to the subject property
which is now being recorded. AS you know, the title to this
property is certainly mixed up, to say the least, by reason of
some prior judgments, etc. However, it is believed that a Quit
Claim Deed from the Port of Bellingham to the City would be
sufficient under the circumstances.
I have asked the Title Company to furnish us with a Supplemental
Title Report. I have also agreed with the other attorney that
the previois agreed price of $4500. be reduced to $4000. , thus
saving the City about $500. by reason of the title status and delays.
I therefore expect to receive `rom the Port of Bellingham their
Deed in favor of the City in the nearfuture, in which case then
payment should be made in the Sur. of $4000, as total consideration.
We. shall be glad to forward said remittance to the Port.
If you have any further questions in this mat-cer, please let us know.
We remain,
Eery truly yours,
Gerard M. Shellan
GMS:ds
P.S. Since dictating the above letter I :va received the
^cn .in nan dh icn also inc i•,^.,a; rp
notice from the Department Of Assessments shot+in- the
tax-exempt status and copy of Sheriff's Deed. Would
you therefore please process the payment of the $4000
and forward to me. The w,irrant should be made out to
the "�5 of =_ ' inl� mur. ipal corpmation".
• 0 •
PIONEER NATIONAL
TITLE INSURANCE
SUPPLEMENT-U REPORT
--
TO: Gerard C nellan You,Loan No.
Attorney ..c Law Oa,O,dn N,, B-911798
P.O. Box 626 IMtvt9w)
Renton, Washington 98055 Ipo,d,asorI Blackmar
1+This is a supplanwntd titla,opM c .ng eha:,, s smca w„epon datW 7z�Tlber 2 6 19 73 at 7:30 AM.
as tollo :
1. :,ast half of general taxes for 1974 on said premises and other
lands are owing in the amount of $176.06; all prior taxes paid
in full.
2. Paragraphs 2 and 3 of Certificate dated September 9, 1970 and
paragraphs 1, 3, 5, 7, 8 and 9 of supplemental dated September
26, 1973 may be disregarded.
3. The fee i-.serest of the Heirs and Devisees of Maurice E. Blackmar
and Ola May Blackmar, both deceased, has passed to the Port of
Bellingham, a Washington municipal corporation, under Sheriff's
Deed recorded May 17, 1974, under A.I . No. 740517048C, pursuant
to proceedings in KCSC No. 71561G.
NOTE: The fee interest of the Port of Bellingham remains subject
to lien of inheritance tax for the estate of M.G. Blackmar and
the judgment shown at paragraph 10 of supplemental dated
September 26, '-S73.
Dated"Oftha 21st dwof . May __,a, 74 7:30 AM.
By �+t `
TM m w.A,tstat
"OWfR NAnONAL7nfi IN5UR *
OFFICE OF THE CITY A7V*RDIEY • RiNTOIN.WASHINGTON
}'. POST OFFICE EOA NA.100=eOAVIAWE WIMRIC AENTOe.HAWFOGTOR AAON"MNE$NTA
lY OOAeO O.AN6l4111.CITY ATTOAMEV
/App 6.►son,saw A%v SFAh'Cm AnoWEY
rev May 28, 1974
Mr. Dennis H. Hindman
Attorney at Law
120 N. Commercial
Bellingham, Washington 98225
Re: Blackmer property
Dear Mr. Hindman:
We have received today and are enclosing herewith copy of a
Supplemental Title Report which should be self-explanatory.
Could you let us know whether the inheritance taxes have
been paid or whether a release in turn had been secured by
the attorney handling this matter. Could you also enlighten
us about Item No. 10 of the Supplemental Report and the
status of said judgment.
In the meantime, pending clarification of the -5ove, we have
ordered warrant in the sum of S4,000.00 to be i..sued by our
Finance Director and will thus close out the matter as soen
as we receive the appropriate Deed from you.
We remain,
Very truly yours,
Gerard N. Shellan
GHS:ds
Enc (copy of Supp. Rpt)
coo py
/ OFFICE OF 1'{IE CITYATTUHSEY • HM:NTON,N'Afof/VOTON
Ye q MST OFPfF BOX IIF,100 PND Al FNUF BUILOIN . BFNTON.*ASNINOTON 93065 ALPINE 50O1
/ Y b OXBONO r.SNBLL� CUn A110I.FT
�2 'ON% N.MFIF,M..BSSISTXN*UII•T IONNFV
,PeD SEP«100 June 3, 1974
Mr. Dennis M. Hindman
Attorney at Lau
120 N. Commercial
Bellingham, Washington 98225
Re: pi.ackmar property
Dear Ns. Hindman:
Subsequent to our letter to you dated May 29 , 1974,and after
our Finance Director had issued a draft in the sum of S4,000.00
payable to the Port of 2ellingham, which we are still holding,
we had a call from the Law Department of Pioneer National Title
Insurance Company this date advising that they will revise their
last Supplemental Title Report dated May 21, 1974,
You may have received word of this change in the interim. The
Title Company is somewhat concerned about RCW 11. 40.130 doubting
the validity of the execution and the issuance of the Sheriff'=
Deed. There apparently is no question about the validity of tce
judgment, but the Title Company is concerned that the execution,
in an insolvent estate such as this, may constitute an undue pre-
ference to one creditor over others.
We have not yet briefed this particular point but thought this
should be brought to your attention before the transaction is
closed.
The Title Company rLlies on the case of Prefontaine vs. Mciicker.,
16 Wash. 16. Thil apparently is the only case in point.
You may personalty have some knowledge as to whether the executor
of the estate has rejected all the other creditor's claims or
whether they are still Pending. If they are all rejected and no suit
is brought within the 30 day period, then the ar;ument about possible
nrn_ferr_nce may not be too valid unless the statutory language as
contained in RCW 11.40.130 is controlling so as to make any execution
against the estate's property either void or voidable.
We would very much like to hear from you at an early date so we can
dispose of this matter one way or another. Incidentally the Title
Company thought that, according to their briefing, all the assets
should be liquidated and then paid to tha creditors in order of their
established priority.
We remain,
O Very truly yours,
�G9S:ds � Ger M, Shellan
PIONEER NATIONAL
TITLE INSURANCE
SUPPLEMENTAL REPORT
To: Gerard Shellan your Loan No.
Attorn, ,•.t Law Our O-der No. B-911798
P.O. Box 626 (Mortgagor)
Renton, Washington 98055 (Purchaser) Blackmer
at-fo:lawar
(yf The following information affects the title to the property covered by our preliminary report,but i,not intended to repre-
awR a Complete repnrt to date.
Supplemental report dated May 21, 1974, in paragraph 3 thereof,
makes reference to the fee title having passed to the Port of
Bellingham pursuant to proceedings in KCSC No. 715610, where? -
execution was had against the estate of M.E. Blackmar and a
Sheriff's Deed was issued after expiration of the redemption
period.
The Port of Bellingham has questioned our conclusions regarding
the remaining encumbrances noted in our supplemental of May 21st.
Our Legal Department therefore has reviewed the matter and
determined that the execution sale is invalid for the reason that
execution may not be made against a decedent's estate, as
provided by R.C. W. 11.40.1.00, 11.40.120 and 11.40.130.
Accordingly our vesting of title has been revised as follows:
HEIRS AND DEVISEES OF M.E. BLACKMAR, deceased.
Dated asot the 4-th—day oi_a'une __ty 74 , 8 A.M.
syt=bl :�.a..
PIONEER NAnONMTnIE INSURANCE
INTEROFFICE MEMO
i
TO: W. Gonnason DATE: June 6, 1974
Director of Public Works
FROM: Gerard M. Shellan
SUBJECT: Blackmar property
Dear Warren:
It appears there is no end of trouble in clearing the
title to the above matter. Enclosed you will find copy
Of a Supplemental Report received this date from the
Title Company wherein they questionthe validity of the
judgment execution by the Port of Bellingham. Unless
this can be changed, we apparently can not get clear title
to this property.
We are still holding the City's warrant for this, and
Gwen should advise whether it should be returned again
or to hold it until we get word from Mr. Hindman.
We remain
1
Gerard' M jellanGMS:ds
Enc. (ropy of supp. rpt) +�
cc: Gwen
Mayor I
D. Houghton
Pres. Cn. J
INTEROFFICE MEMO
TO: W. ,;onnason DATE: June g , 147♦
:,irector of Public 'pork•
FROM: Gerard Y. Shellan
SUBJECT: Blackmer property
Near 'aarren-
It appears there is no end of trouble in clearing the
title to the above ratter. :Inclosed you rill find copy
of a Supplemental ?*port received this late from the
Title Coadany wherein they Questionthe validity of the
Judgment execution by the Fort of ?ellinghax. ! nless
this car. he chanced, we apparently can not cot clear title
to this property,
'oe are still holding the Citv's warrant for this , and
.;wen should advise whether it should he returned &rain
or to hold it until we got word from.. ''.r. Hindman.
we remain
'-srard '1, Shellan
S:ds
::no. (copy of supp. rpt)
cc: (.wen
`iayor
:%. Boughton y91�
Pros. Cn. Jk)N 4
PUC1'f't Of FiEN 0%
• DENNIS M. HINDMAN • • (206) 734-01322
A no,nty and C"%1*10,a Low 120 N. CGMMERC14L
BELLINGHAM, WASHINGTON 96223
September 20, 1974
Mr. Gerald M. Shellan
Attorney at Law
P. O. Box 626
Renton, WA 98055
:'.e: Blackmar Property
Dear Mr. Shellan:
The Commissioners of the Port of Bellingham, in their meeting
held September 10, 1974, indicated they would be willing to
indemnify the City of Renton only to the extent of tha purchase
price for the above mentioned property, if the City is legally
prevented from using said land.
The Port of Bellingham is willing to turn over a quit claim
deed to this property upon payment of $4,003.00. Howe.er, the
Port's liability on this sale would be limited to the $4,000.00
to be paid them by the City of Renton.
Please advise as to your reaction to this proposal. If you have
any questions, please contact me.
Yours very truly,
DENNIS M. HINDMAN
DMH:sq
cc: Port of Bellingham
OV rtj,.
OFFICE OF TILE PITY ATTORNEY R RE\TO\.WASHINGTON
O Pos,I,"'Cl ao.e».IW 2No(VENUE BUILDING.R[NTON.WASNINGTON M 5 MnN(s"78
tp0i 491111110 M. \N(11A11.UT•(T,ORNN
P ICNN R.RRM.n.,1111511NI 011•ITORMIV
+ DSEPIE## September 25, 1974
Mr. Warren Gonnason
Director of Public Work:;
Municipal Building
Benton, Washington
Re, Blackman property
Dear Warren:
As you are v:.uoubtedly aware the proposed purchase from the
Port of Bellingham of the subject parcel of property in the
Earlington he^e Tracts, Block 30, is still in limbo. This
for the reason. :s we previously advised, that there is a
defect in the Title which the title insurance company is
unwilling to insure. Apparently the estate of Biackmar,
deceased, is insolvent and thre are quite a number of creditors
involved. .'he Port of Bellingham is not inclined to do anything
further in the matte and it is, of course, holding a Sheriff's
Deed when it levied/q�s judgment on the estate some time ago.
We have now tentatively reached a settlement, subject to your
approval, whereby the Port of Bellingham would further reduce
its sales price to $4,000 and furnish the City a (Quit Claim Deed
with the further understanding that in case there is any challenge
in the future that the Port would indemnify the City up to the
amount of the aforementioned purchase price. Enclosed please
hind copy of Mr. Hindman's letter to that effect.
It is now up to your Department to determine whether the City
' needs this property urgently enough to take a chance on the
question of title and acquire it on the basis above outlined.
We would appreciate having your answer immediately so that we
can reply to Mr. Hindman's letter and get this matter resolved
one way or another.
1
We remain, I
Very truly yours,
Ger d M. Shei an
GMS:ds
Enc. J
I N T E R 0 P P I C E C 0 R R E S P 0 N D E N C E
Date September 27, 1974
TO: Gerard Shellan, City Attorney
rROM: Warren C. Gonnason, Public Works Director
SUBJICT: Blackmer Property
In 1965 the Utilities Division had a very extensive Comprehensive Plan estab-
lished by a consulting firm. From time to time this plan has been updated to
keep pace with the growth of Renton. This plan has also been followed very
closely in the development of our water system. One of the major projects is
to acquire sites for a reservoir and a pump station which would lead to the
removal of the West Mill area from Seattle water and connection to the Renton
system.
So 'ar we have purchased the reservoir s!te and have settled on the BlacWuar
Property as the location for the pump station to pump the water to the
reservoir site. Some piping work has already been installed with the plan in
mind of obtaining the pump station site (Blackmar).
As to the urgency of this matter, it may take two or more years to complete
all the pieces to the project. If you feel the liability to the Utility is too
great there, perhaps we should look elsewhere for our site.
Based on these facts we feel very strongly that we should complete the purchase
of this parcel of land.
ve -'r'e II
�x �
RCW:pmp
OF VICK OF TIIR,UIT%' ATTORNKY 6 RKNTON,WANHINGTON
A�■■\/`' MST Of FICF W6 636 IOO INO AVENUL eUK WHO.M[N TON *A SNINOTON SMS I0.MNE 6 66?e
O6NAee\ 611ELLAN.C-TY 11 T011Nfa
[,p 1e K.NMN.le..AISI$ANT Ulv 6TTONNFY October 1, 1970
TFD gEvtEM
Mr. Dennis M. Hindman
Attorney and Counsebr at Law
120 N. Commercial
Bellingham, Washington 98225
Re: Blackmer Property
Dear Mr. Hindman:
We have referred your letter of September 20, 1974 to
our Public Works Department. ';he City is willing to
proceed on the basis of a Quit Claim Dead from your
client, the Port of Bellingham, with an appropriate
indemnification agreement to protect the City in case
any challenges are made to the City's ownership, thus
preventing it from using the land or interfering with
its use up to the amount of consideration paid by the
City to Yea.
We therefore suggest that you forward to us the proper
Quit Claim Dead and indemnification agreement, or
.alternately submit to us a copy of the proposed indemnifi.
cation agreement so that we m..y approve it as to form prior
to ita execution by the officers of the Port of Bellingham.
We are holding in our possession the City's warrant in the
sum of $4,000.00 which is available for delivery to you
upon compliance with the above.
We remain
Yours very truly,
Gerard M. Shellan
City Attorney
Wand
fla 0
t! Y
of
V I• 0FFICk0FT11F]CITYATT0HNUY A HENT0N.F1'AEil11NUT0N
La MSi OEfIGE BOX 656. 100 INO AYENU[SUILOING.MENTON,WASHINGTON 9414,55 ALPINE 55678
b G[PAIIO IS.SN[LL.LN. CITY ATTDA.FY
�e IGNN N.PAIN, in.,A451s uNT CIT.An ONNEr October 11, 1974
� 'D SEptEI� (Dictated October 10, 1974)
RE(,dVEC
Mr. Warren Eonnason OCT 15 19P,
Public Works Director .•,_�.NeNTDN
Renton Municipal Building
Renton, Washington 98055
Re: Blackmar Property
Dear Warren:
We have received today and our handing you herewith the original
of the Quit Claim Deed from the Port of Bellingham, together with
the 1% Sales Tax Affidavit and the original of Indemnification
Agreement. Please check this over and upon your approval have
the deed recorded forthwith.
We would suggest that the original of the Indemnification
Agreement be retained by the City Clerk in her records and you
might want to keep one in your own file.
We had previously explained to you the questionaIrle title but
it seems somewhat doubtful that any serious challenge will be
made thereto.
Please give us a call after you have checked the enclosed
documents so that we can forward City Warrant No. 4004 in the
sum of $4,000.00, which we are still holding.
We remain I
Youis very truly,
1
t 1
der� Shellan '
Ci Attorney
Enc.EMS (
(Deed and Agreement)
I `j
TT1 Pioneer Natkal Title Insurance ComAy •UNIMETOM EN0 TITLE (OSOCI,IION
KELIYIIWT COYYIIYEtI Top
we couw,r ornu TITLE IN{W(NW
, .tic oMo.rtMua .[.,lll WwWMa,OF*... iR VvoM[4i N00
CONDEMNATION CERTIFICATE
NUMBER[ 8-911798
UNIT E 21
CITY OF RENTON
200 MILL AVENUE SOUTH
RENTON, WASHINGTON
ATTENTIONI LYMAN HOUK, ENGINEERING DEPT.
RE' BLICKMAR
GENTLEMENS
FOR THE PURPOSE OF DETERMINATION OF NECESSARY PARTIES DEFENDANT
IN A SUIT TO CONDEMN THE FOLLOWING DESCRIBED PROPERTY, THIS COMPANY
CERTIFIES FROM A SEARCH OF THE RECORDS WITH RESPECT ,0 SAID
PROPERTY AS FOLLOWS'
RECORD OWNERSE
MAURICE E. BLACKMAR AND OLA M. BLACKMAR, HIS WIFE.
PROPERTY!
A PORTION OF TRACT 140 BLOCK 30, EARLINGTON ACRE TRACTS, ACCORDING
TO THE PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN KING
COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS'
COMMENCING AT A BRASS MONUMENT IN THE E. S. GOODWIN ROAD, KNOWN
AS RENTON AVENUE, AT THE POINT OF TANGENT OF A 160 CURVE, WEST
OF 91ST AVENUE SOUTHS THENCE NORTH 81*50' WEST 368.80 FEET
ALONG THE CENTERLINE OF SAID ROADS THENCE NORTH 1033' WEST
45.66 FEET TO THE POINT OF BEGINNINGS THENCE NORTH 81050' WEST
15,93 FEET TO A POINT OF CURVES THENCE WESTERLY ON A CURVE
TO THE LEFT OF A RADIUS OF 2909.93 FEET, A DISTANCE OF 168
FEET, MORE OR LESS* TO THE INTERSECTION WITH THE SOUTHERLY
MARGIN OF THE STATE HIGHWAY CONNECTION TO RAINIER AVENUES THENCE
EASTERLY ON A CURVE TO THE LEFT, OF A RADIUS OF 147' 19 FEET,
A DISTANCE OF 176 FEET MORE OR LESS, TO THE EASTERLY LINE OF
TRACT 141 THENCE SOUTH 1033' EAST 08.3 FEET* MORE OR LESS,
TO THE POINT OF BEGINNING.
ENCUMBRANCES+
B-911798 PAGE 1
I- DELINQUENT GENERA: TAXES
FOR YEAR! 1970
AMOUNT + S235.40
PLUS INTEREST
DELINQUENT LAS) 4ALF OF GENERAL TAXES
FOR YEAR, 1968
AMOUNT * $10603 WHICH APPEARS ON THE TAX ROLLS AS ACCOUNT
214480-0666-09
PLUS INTEREST
20 JUDGMENT FOR 'HE AMOUNT HEREIN STATED AND ANY OTHER AMOUNTS DUE.
CREDITOR + TOSHOKU* LTD.
DEBTOR + MAURICE E. BLACKMAR AND WIFE. DOING
BUSINESS AS BLACKMAR COMPANY AND AGAINST
THEIR SURETY NOT TO EXCEED THE AMOUNT
OF SURETY'S BOND
AMOUNT $512.34
DATED + NOVEMBER 3. 1967
ENTERED + NOVEMBER 6* 1967
VOLUME/PAGE + 323/22
JUDGMENT NO. + 392757
CASE NO. + 630413
ATTORNEY FOR CREDITOR+ HOLMAN# MARION# PERKINS* COTE AND STONE
3. JUDGMENT CONTAINING PROVISIONS SET FORTH HEREIN.
JUDGMENT NO. + 33442
ENTERED + AUGUST 19* 1970
CASE N0. + 715610
PLAINTIFF + PORT OF BELLINGHAM* A MUNICIPAL CORPORATION
DEFENDANT 1 M. E. BLACKMAR AND WIFE ET AL
RENDERED + AUGUST 19* 1970
ATTCANEY FOR PLAINTIFF+ KINGSBURY& LIVESEY AND LUDWIGSON
PROVISIONS JUDGMENT FAVOR PLAINTIFF AGAINST THE
ESTATE OF M. E. BLACKMAR AND AGAINST
THE COMMUNITY PROPERTY OWNED BY M*
E* BLACKMAR AND JANE DOE BLACKMAR AT
THE TIME OF THE DEATH OF M. E. BLACKMAR
IN THE AMOUNT OF 314#973.54 PLUS INTEREST
iN THE AMOUNT OF S972*44 COMPUTED TO
JUNE 1S* 1969 PLUS INTEREST ON SAID
SUM AT THE RATE OF 6 PER CENT PER ANNUM
FROM JUNE 15. 1969 UNTIL THE DATE OF
THIS JUDGMENTI AND FOR AMOUNT OF $725*00
ATTORNEYS FEES AND FOR COSTS HEREIN.
4. RESERVATIONS CONTAINED IN DEED
EXECUTED BY 8 JONES-THOMPSON INVESTMENT COMPANY* A CORPORATION
;ECORDEO + JANUARY 6* 1912
AJDITOR+S NO*+ 785662
AS FOLLOWS,
EXCEPTING AND RESERVING* HOWEVER* UNTO THE SAID FIRST PARTY*
:T'S SUCCESSORS AND ASSIGNS FOREVER$ ALL COAL AND MINERALS
8-911794 PAGE 2
OF EVERY KIND UPON AND UNOER THE LAND ABOVE DESCRIBED AND THE
RIGHT TO MINE THE SAME IN THE USUAL AND ORDINARY COURSE OF
MINING.
NOTEI TITLE AS VESTED IS CLAIMED UNDER DEED DATED NOVEMBER
299 19459 RECORDED DECEMBER 5. 1945 UNDER AUDITOR'S FILE NO.
3522578. WE NOTE KING COUNTY PROBATE CASE NO. E-2031569 BEING
IN THE MATTER OF THE ESTATE OF M. E. BLACKMARo DECEASED. WHEREIN
THE SURVIVING SPOUSE IS REFERRED TO AS ALBERTINA BLACKMAR.
SINCE THE INVEMTORY HAS NOT YET BEEN FILED IN SAID PROCEEDINGSs
WE ARE UNABLE TO ESTABLISH THE IDENTITY OF THE DECEDENT WITH
THE VESTEE HEREUNDER. WE DO NOTE. HOWEVER. THAT THE ADDRESSES
OF THE DECEDENT AND THE ASSESSED OWNER OF SAID PREMISES ARE
THE SAME. THE NON-INTERVENTICN WILL OF THE DECEDENT DEVISED
ALL COMMUNITY PROPERTY TO ALBERTINA. SURVIVING SPOLSE. WE
FIND NO DISPOSITION OF THE INTEREST OF OLA M. BLACKMAR. THE
SPOUSE NAMED IN THE DEED REFERRED TO ABOVE,
LIABILITY OF THE COMPANY UNDER THIS CERTIFICATE IS LIMITED TO THE
COMPENSATION RECEIVED THEREFOR.
RECORDS EXAMINED TO SEPTEMBER 9r 1970 AT 7130 A.M.
/1
AUTHORIZED SIGNATORY
CHARGE' 560.50
TAX 53.03
RBA/NP
PIONEER UATfOPWtE ItKtlRANCE COMPANY
TR RRROYR VNTY oi�:c[ •
ERO�ILRLR"�wR(RYd,[Ili(IIAS FIAt L COf111pY� f
city O Renton B 911798
l
200 M' South
_.. • 'W-
Renton, Washington 98055
L^"-I Lynan ,souk CONSmuCEpNEOAr
Engineering, Dept,
r:rw ER
RENRENCE B1aOkmar ---"—'—_-------____
c`+,'�is..-_lN[YEL0.L L cM�M4c1
�RFOIIS _:_
SEP14hCiEE 31 + GG50��.AUNCE � RIt;R uR
�1�'ELCIPi S TAX • 303
+ g •
ott-u^FEE 52 * iO:fG * 63.53 . 63:D�*' 5353
S TAX • 53 _,
10.53*
I _ Yrq_fs Iryt YGII Hl\Q Mop! +��
I NMC L 4 Yw ryf .y,s,l
MOWER N,\TIONq[ tITIE INSUR0.NC6 Co. nn.�
.:rr
t PIONEER NAMNAL TITLE INSUWNCE COMPANY
".'CQUNTY O..
vie stcoNo ME.sumC.w11.x. 11 :'11- Q 911 19
ponsmnCY w+sw,c]oR nnE m,wancR co+`.++.1
City of Renton
200 Mill Avenue South '
1 - Renton, Washington 98055 CONSIRUCTION LOAN pang
t Lr*N^ Lyman Houk, Engineering Dept. wo ,eez eeoo
CUSTorsR - 16, 1970
REPE"ENCE Blaokmar _
DATE REFERENCE
CHARGE$ CREDrtS BAUNCE PICK UP
s1piO EE 31 * 6050 * 63.53x
upi4� S TAX * " 3.03
v No. Amrn:nt
63.53
n
e4: DEDLCI'PROM^!NIS CHARGE ANY A7vM1aQ P%•rMFN'c iMdi vOU VAVi MApF ��
1 .MJ".a,W ldnu ] 0.•r P Ov Jf°.n 1.vd �'
li 4..I h'w
] IM°Mv"Mmd len
Id]...°wpr ew.R ]r. m.c..r r,.rwaW. r.:., 1.cw.•..1 lil 1.sa° ate.r,. :a s,"..r » a or s.•°
1 r n.' }l IJwvM.4r`1neW. `Jk a Cm.\.pp4M 1 '"!°N M V..vne
>; •,��,�`° PIONEER NATIONAL 71nE INSURANCE CO. -
.>.ono.•owe>/no U:.mn_ _ ]1>sceoro evc,su�r+e.1enm.vma wu d.woo
I
>
t(yyj(Y(Yj
G
• I`4'f„'1K,.rfMa •Ii14M+L,e o:�`. ,..T•`1 .�i 1. 4 . .k �•- vy'� 5 ,^f. r�
J
OFFIVIC OF THY:E•ITY ATTORNEY R ItgyTON,WANHINOTON
9 REST OFFICE BOX 626 100 2M0AVENUE\Wt01N0.R[NION,WRfbINQTCb FbSf ALPINE fatA
W O[RMO N.{N[LLAN, CITY ATTORNEY
P IONN K.PAIN, AN.,ASSISTANT Cif I..TwN[Y October 11, 1974
�"to SEP'IE40
Mr. Dennis M. Hindman
Attorney at Law
120 N. Commercial
Bellingham, Washington 98225
Re, Blackmer Property
Dear Mr, Hindman:
Thank you very much for your letter of October 9, 1974,
together with enclosures which we have turned over to
our Director of Public Works for recording.
Pursuant to our prior :understanding, we are enclosing
herewith City Warrant No. 4004 in the Our. of $4,000.09
Constituting full payment.
We wish to take this opportunity to thank you for yaur
courteous cooperation throughout this somewhat dif:ieult
matter.
We remain
Yours very truly,
Gerard M. Sheilan
City Attorney
GMS:nd
Encl. (check)
OCT 17 19k
C'I�-OF RibTOM
WI,I'•R
0 � y
0 IFRA,t
�"o PUBLIC WORKS DEPARTMENT
B WARREN C OONNASON, N.E. • DIRECTOR
-°! MUNICIPAL BUILDING 200 MILL AVE S) RENTON,WASH 900'S - 200 T)! 25du
b
�p
41-E0 SE PtE�
CHARLES J. DELAURENTI
MAYOR
April S, 1977
Mr. George M. Mack
ROBERTS, SHEFELMAN, LAWRENCE, GAY B MOCII
1818 IBM Building
Seattle, Washington 98101
Re: City of Renton Intergovernmental Water Contract
Dear Mr. !lack:
This letter will serve as your authorization to proceed .Iith the
°^.tergovernmental water contract for County Water Dist:+.ts 14,
w, 69, 77, and 88 and the City of Renton. We are this date
authorizing fiarstdd .Associates, Inc. , to proceed with their portion
of the work in conjunction with your proposal dated February 8,
1977.
The City of Renton will be administering this program and is
looking forward to working with ,you on this project . We are
desirous of completing this Phase 3 of our program as early as
possible to take advantage of Referendum Z7 funding.
Sincerely,
Warren C. Gonnason, P.E.
Public Works Director
WCG:cah
cc: Mayor
Council President
Water Districts
City Attorney
R. Houghton
RECEIVED
Gtv a atT.t
hi.c'aetke�
April 4, 1573 755-005
Department of Social and I!ealth Services
Water Supply Waste Section
Mail Stop LD-11
Olympia, Washington 93504
Attention: Mr. Harry Wal&n,
Management Information Supervisor
Re' Vishingcon Future Referendum 27
Municipal and Industrial Water Suonly Construction Grant
Project 'to. 27750n029 Renton Westhill, Brinmar, Skevrav $torn-e Transmission
and Interties
Gentlemen:
This letter is to confirm my telephonm ccm,mrsation of this date rerarding the
subject project. The project applicants recognize tnat they are presently In
non-compliance with the grant offer and acceptance. The applicant has been
diligently pursueinq the Completion of ennt actual relationships Letween the
six parties participating in this project. As of this data Klnq County Water
District No. 77 and Mo. 88 have declined further participation in the project.
Based on a telephone conversation of this date we understand that the appli-
cant may proceed with the project In accordance with the orl�lnel concept,
excluding the two participants above. It Is our further understanding that
proceeding Is dependent open the applicant Initiating eonstruc'.lon on the
project at the earliest possible date. Based upon these considerations we
are requesting on tehalf of the applicant that the project termination be
held In abeyance for one week. Within this one week pprio<! the applicant
'ntends to provide to the Department of Social and Bcalth Services its sche-
uvle for construction of the project based on servina the -emalning four parti-
cipants. We anticipate that certain elements of the prc}ect an be designed,
bids called, contracts awarded and under construction within sixty calendar
days.
The reduction of participation in the project to three water districts and
the City of Renton will require that the City of Renton incrtase Its financial
participation. The proposed amount of locre a,ed participation will be. presented
to the Renton City Ctwncil for approval at their regular mcefinq of Monday, April
10, 1978. Upon approval we will Immediately submit to you a revised schedule for
Derartment of Social 6 health Services 2 April 4, IJ18
Water Supply 'Waste Sectlon
design, construction and cnrpletlon of all elements of the project, tegether with
our request for amendrmnt of the offer and acceptance in accordance with this
revised schedule.
I trust this letter u111 allow you to hold in abeyance termination of this pro-
Ject for non-compllance with the terms and conditions of the grant offer and
acceptance until the above actions haw been corpleted.
T18nk you for your con;ideratiai.
Very truly yours,
hARSTAD ASSOCIATES, IAC.
Ronald +1. helnie, Chief Ennineer
Engineers for the Grant Applicant
City of Renton
IRA:Ib•s
ec:,,r,ity of Penton
Warren Gonneso:l, Public Works nireetor
STATE OF • DEPARTMENT OF SOCIAL•D HEALTH SERVICES
NWASHINGTON oM�w.u,as�ao�uun
Ie% Pr.Lee Rny
Mail Stop LD-11
{3
7765-01' RECEIVED
April 5, 1978 wx+c
Mr. Ronald R. Reinke
Harstad Associates, Inc.
Post Office Box 9760
Seattle, Washington 98109
Re Referendum 27 - Municipal and Industrial Water Supply Construction
Grant
Receipt of Your Letter Dated April 4, 1978
Project Humber 277509029
Renton - Bryn Mawr, Skyway, West Hill - Storage, Transmission, Intertie
Dear Mr. Heinke:
We have received the subject letter per our telephone conversation.
Based on it, we will withhold our notice of non-compliance with the deadline
of `larch 30, 1978 for award/negotiation of all construction contracts for
this project.
If the April 10. 1978 decision is to proceed with this project, we will ex-
pect the detailed work plan and schedule and legal request to modify the
Offer and Acceptance Agreement by April 13, 1978,
If you have any questions, telephone us in Olympia at (206) 753-5949 or
753-3528.
Sincerely,
H. E. 'Walden
Management Information Supervisor
HEW:dn
cc:-Vrren C. Gonnason
Al Koch, DSHS District Engineer
April 7. 11,7C 7(,5-^-C3
Honorable Mayor aei City Coundl
City of :enton
2G0 h711 Avenue Souti,
Renton, Wasninvton 5�055
ae: West Nlil Joint ,later Supply, Storage and Trrn%nission rrojeet
bentlepersons:
Klog County Water bistricts No. 77 and No. 8b have declined to execute
tin final contract document provlding for construction and operation and
waintenanee of the suuject projer.t. While considere.-le efforts have bean
walla over the past tuur months to ream an agreeeent tr nil parties fnr
yao*tieipation in the project, 'Water pistr;its 4o. e. and No. 77 have deter-
mineu tnat it is not In their best interest to participate at this ties.
Without the participation of these two Districts, we are in danger of
losing the Referendum 27 grant of $333,3 7 unless we act Ion Oistely.
we are currently in violation of our grant offer and acceptance, but
nave ueon advised by Referendum 27 adriinistrativr staff that, If we
Initiate imr.edlata action to get th, project undarwav, thc tem, of the
grant offer and acceptance can be modified to aeeommdete Our schedule.
In order that the project can proeeod, It Is neceosary that the City of
Penton consider Increaslug Its partleltatlon by accepting the financial
obligations under the proposed contract of King Cuunty Water Listricts
Jo. 77 and b8. Wa have been ae%lsed t,y the ra"Ininl three Water C-istrlcta
kKing County Water A stricts tie. 14, 63 and 69 t'iat they will participate
In the project If there are no lucrr,aaas In mats as a result of tie non-
participation of King County Water 211tricts No. 77 aed 88.
under the propose.: contract b«[wean the City of ^enton and the flvc Water
Listricts, the City of henton's capital cost otligatlon was S358.458 and Its
operation and .alntanance cost onligatlon was $5,177. The annual cost of
the City of Renton's participation, based on revenue bond flnanclnq of a
33-year tam at 7 per cent Interest was to be 534.264. In order to maintain
the cost to ning Co,v,ty Water ^Istrlcts Nos. 14, 63, and 0 at t+a sale level
honorab it Mayor and City Councl1 2 April 7. 1?78
City of Ranton
as the original contract. Penton's particlpatirr would hcve to be Increased
to $607.515 of the astl mated capital costs and $12,436 of the annual operation
and malntenanca coat which Is equivalent to an annual cost of $61,534.
If tea City of Renton were to initiate improvements for Its West M111 water
System col thout the uencfit of Referendum 27 grants and without participation
of the otner uistricts, two alternatives are available. The first altema-
tive would propose the construction of facilities having equivalent benefit
to the City of Renton as the joint facilities proposed. These facilities are
Identified In the Joint "Co,,prel,enelve water System Plan", ectolter. 1g76, In
Section 'vl. A detailed cost estimate for the Imnrovaments Is prosented In
Appendix 06. The Improvements would Consist of a continued supply from the
City of Seattle, a 1.7 million gallon reservoir and 12 and 10 inch water
transmission uains. Tltc capital cost of these lmhroveaents Is estimated
at 45>610 and the annual operation and mnintena+ coat at SV,440. The
annual cost of this alternative would be SMo,547.
The second alternative is to supply the West MI11 frori the remaining Rentm
water system. This alternative would provide for the construction of a water
supply pumping station on Renton Avenue with a connection to the existing 12
inch water maln at Rainier Avenue and the construction of 12 Inch and 10 Inch
water mains connecting to 250,000 gallon reservoir on the City-awned site on
84th Avenue South. This alternative would provide adequate storage t>Ithin
the service am& to stet daily variations In water supply demand but would
depend upon the storage within the mraining Renton system for emergency
standby and for fire flues. The capital cost of this alternative la 4422,290
with at annual oyarsti% cost of $23.52o. The annual chst of this alternative
Is $57.544.
In summary, three alternatives arc availaulc to the City of Penton. The first
alternative Is the Increased participation In a Joint water supply and storage
facility plan with an annual cost of $61,534. The second alternative Is a
system of insproverents constructed by the City of Penton, Independent of the
other water districts and without the benefit of Referendum 27 grant funds at
an annual cost of $00,547. The third alternative Is systec. 1-nprovm ants he the
west ni ll providing for connection to the exlstLrp Renton water system and water
supply with an annual cost of 557,544.
The above cost analyses are based on engineering estimates prepared in conjunc-
tion of the preparation of the Curry rstamlve water Syster. Plan. These cost
estimates would be sub Jnct to revision upon preparation of finnl Construction
Honorable Mayor anu City Council 3 April 7, I'M
plans and specifications. However, each of U:t cost estimates are nonparable,
one to the other and changes In cost, as a result of more detailed engineering,
would be reflected In each plan.
we trust that the Infomietim provided above will allow the City Council to
rake an imeaclate decision In regard to further participation by the City of
rer.tm in. tiw Joint project. While f:eferendum 77 administrative staff has
ioh icatad Its ai'lingrhass to cooperate in continuing t'ie availa6111ty of the
(,rant to this project, they tan only continue caooeratim based on definite
action toward corstrn¢tlon of the project at an early date.
Very truly yours,
MAPSTAD ASSUCIATf S, 111C.
Ronald F. heinke
Chief Engineer
RR41 c I t
cc: hr. Warren Gonnason
STATE OF DEPARTMENT OF SOCIAL AND HEALTH SERVICES
s WASFDNGTON Mail Stop LD-11
„tt DmY i.re PW
G.
emo•
4W -
CERTIFIED MAIL WITH
RETURN RECEIPT REQUESTED
May 4, 1978 RECEIVED
MAY ,-
Mr. Warren C. Gonnason
Director of Public Works
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Re: Referendum 27 - Municipal and Industrial Water Supply Construction Grant
Notice of Non-Compliance
Project Number 277509029
Renton - Bryn Mawr, Skyway, West Hill - Storaee, Transmission, Intertie
Dear Mr. Gonnason:
This is formal notification that the Department of Social and Health Services
has determined that there has been non-conformance with the terms of this
project's Offer and Acceptance Agreement.
On April 5, 1978 wm sent a letter to Mr. Ronald R. Heinke requesting a de-
tailed work plan and schedule and legal request to modifv the Offer and Accept-
ance Agn�emerd: by April 13, 1978. As of this date, we have received nothing
from him regarding this subject.
It is essential that we maintain a documented record of the progress of this
project. We ask that a written response to this letter be sent us by May 18.
1978.
If your reply is not received by May 18, it will be necessary to invoke item 3
of this project's Offer and Acceptance Agreement and terminate funding for this
project.
If you have any questions, telephone us in Olympia at (206) 753-5949 or 753-3528.
Sincerely.
�2Mae
{y J
L'Ja uth P.F. inistrazor
Referenaunt a] and Industrial
Water Supply
RJM:dn
cc: Ronald R. Reinke CM/RRR
Al Koch, DBMS District Engineer
STATE OF DEPARTMENT OF SOCIAL HEALTH SERVICES
00- WASFQhGTON n wn � Mail Stop LD-11
I a v L"Rom,
G�
_r
!ay 24, 1978
RECEIVEO
MAY 2
Mr. Warren C. Gonnason
Director of Public Works
City of Renton
200 Mill Avenue South
Renton, Washington 98055
Re: Referendum 27 - Municipal and Industrial Water Supply Construction
Grant
Termination of Funding
Project Number 277509029
Renton - Bryn Mawr, Skyway, West Hill - Storage, Transmission, Intertie
Dear Mr. Gonnason:
Our May 4, 1978 letter to you stated we would terminate the funding for this
project if we did not receive a reply to our letter by May 18, 1978. As of
this date we have not received a reply Thus, we have terminated the fund-
ing for this project.
We will keep this project'o file active to maintain Its eligibility for
future funding consideration. However, it will not be considered for fund-
ing until all unresolved matters are satisfactorily resolved.
If you have any question, telephone us in Olympia at (206) 7s3-5949 or
753-3528.
Sincerely,
nneth Vy
, P. Admintstrafor
Referend Mu cipal and Industrial
Water Supply
KJM:dn
cc: Ronald R. Heinke
Al Koch, DSHS District Engineer
OF R6.
G
OFFICE OF THE CITY ATTORNEY* RENTON,WASHINGTON
__ _ •:S'b•.c(Wr in � 1.a w[r•,L TIitOirLi • RwrV•.VY9wN4rM 1.Off 3ff-•{7♦
0 LAR'RENCE 7 WARAEN. co....onu[. DANIEL KELLOGG. as•s[•nr ; ...o„•,[.
9 w
P
�rED SEVZE
Febraury 27, 1981
TO: Dick Houghton
FROM: Daniel Kellogg
Dear Dick:
We have been contacted by Don Holm, attorney for John
and Madeline Moore who are the owners of the property
described in the enclosed Quit Claim Deed. It appears
that the Ctiy is the owner of this property
Would you advise whether the Citv is interested in
declaring this ;roperty surplus. If so, we will advise
Mr. Holm to initiate appropriate proceedings with your
department.
Ve ly yours,
Daniel Kellogg
DK:ve
Enc.
cc: Mayor Shimpoch
�SECURITY TITLE tOURANCE COMPANY f MEMO For Hmgora s USE
r
Filed fo,Record of Reeueft of
:f Renton
NAME�Agruy:nt:':Mcx�HmaWmencx i
kent_n Municipal
ADDRESS )IIOOt`I4U000EIpI�p�C:Ase9tttl�:..
"Renton, Washl:.-ton 30�
CITY AND STATE' 7tj'IfCIfRXX? 'i
Quit Claim Deed
(COrWrf if FORM,
THE GRANTOR PORT OF BELLINGHAM, a municipal corporation,
far and in consideration of Ten Dollars and other valuable consideration,
cunveya atal quo daims to CITY OF RENTON, a municipal corporation, its
successors and assigns,
the following dwribed sal estate,situated in the County of Ring
State of Waahfngtet including any after acquired title:
A portion of Tract 14, Block 30, Earlington Acre Tracts,
according to the Plat recorded in Volume 15 of plats,
page 1!4, in Ring County, Washington, described as follows:
Commencing at a brass monument in the C. S. Goodwin Ronk,
kno,,Yn an Penton Avenue, at the point of tangent oIt a if,
'•urv,:•, hest of 91st Avenue South; thcnoe Nrnth 81 50' lvest
38S.90 T,eet along the centerlines of said roa,+: thence
North 1 '33, Wes 411.6r4 feet to the point of beginning;
thong:• Nc,rth ' l 50' Wost 15.93 feet to a point of CUM';
tietl:r, P4•sterly on a curve to the left of a radius of
?909.93 foot, it distance of 168 feet, more or less, to
the Intersection with the Southerly mar,:!in of the State
Ifiahwoy connection to Rainier N,?-n'oe1 thence Easterly on
a rurvr to the left, of a radius of 1472.6n feet, a
die.tauce ol: 176 feet more % Less, to the rla=terly line
of Tract 14; thence Potith 1 13" Fast 83.3 fret, more or
1� ss, to the point of beginning.
IN WITNESS WHEREOF.mid corporation hag caused this inst rune ent to Ie executed by its proper
officers and its corporate seal to he hereunto affixed this 8th das of October, 1974
PORT OF BELLINGHAM
T. W. Asmundsor Vice pre.,drnr
!i�
STATE OF WASHINGTON, 1 Aenneth MCAulay 1 Seereton
Cuunq of
WHATCOM )af.
On this 8th day of October, 1974 ,before me.the underoignet
a Notary Public in and for the State of Washington,duly commLm54ured and sworn,perumally appmred
T. B. ASML'NOSON and KENNETH MCAULAY
tome known tube the Vice— President and Serwary respectively,of
THE PORT OF BELLINGHAM
the corporation that executed the foregoing instrument,and acknowledged the mid instrument to be the
free and voluntary act and dead of mid corporation,for the um•s and purposes therein mentioned and oe
wth stattd that they are authorised to execute the said nt i i ument and that the feat fanged is
the corporate•u:d of mid corporattun.
Wanesg me hand and offi6al seal hereto affixed the day and year first above written.
Narary fsahfrc in and far the State of Wa.htnphm,
residing at Bellingham
TL•f f N
INDEMNIFICATION AGREEMENT
IT IS HEREBY AGREED by the PORT OF BELLINGHAM, a municipal
corporation, hereinafter called "PORT", that the Port will quit
claim to the City of Renton the property described on Exhibit "A"
attached hereto and by reference incorporated herein.
The consideration for said quit claim deed shall be the sum of
$4,000.00 to be paid by the City of Renton to the Port. For this
consideration the Port agrees to reimburse the City of Renton if the
City is unable to use said land or if the City is required to defend
its title thereto in court. This indemnification shall be paid to
the City of Renton if the above described conditions occur, but
said indemnification shall be limited to a total of $4,000.00 for
all costs and expenses.
PORT OF BELLINGHAM
By
STATE OF WASHINGTON: '
:as
COUNTY OF WHATCOM
On this '-U day of October, 1974, before me, the. undersigned,
a Notary Publrcin and for the State of Washington, personally
appeared T. B. ASMUNDSON and RENNETH MCAULAY , to me
known to be the Vice Presiient and Secretary, respectively,
of the PORT OF BELLINGHAM, the corporation that executed the foregoing
instrument, and acknowledged th,.t they are authorized to execute the
said instrument for the uses and purposes therein mentioned, and that
the seal affixed is the corporate seal. of said corporation.
WITNESS my hand and seal the day and year first aoove written.
i�n,'a -,
t eN UB-LC Stat of
Washington, residing at Bellingham
EXHIBIT "A"
A portion of Tjt ct 1.4, Block 30, Earlington Acre Tracts,
according to the Plat recorded in Volume 15 of Plats,
page 84, in King County, Washington, descrioed as follows:
Commencing at a brass monument in the E. S. Coodwin Roa$,
known as Renton Avenue, at the point of tangent oA a 16
curve, West of 91st Avenue South; thence North 81 56' West
388.80 Seet along the centerline of said road; thence
North 1 33' West 45.66 feet to the point of beginning;
thence North 81 50' West 15.93 feet to a point of curve;
thence Westerly ou a curve to the left of a radius of
2909.93 feet, a distance of 168 feet, more or less, to
tho intersection with the Southerly margin of the State
Highway connection to Rainier Avenue; thence Easterly on
a curve to the left, of a radius of 1472.69 feet, a
distance of 176 feet more o6 less, to the Easterly line
of Tract 14; thence South 1 33' East 88.3 feet, more or
less to the point of beginning.
L�F RF l
i P"4 z
PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
.` MUNICIPAL BUILDING 200 MILL AVE.90. RENTON.WASH.99M
5 b
P
♦;f� SEnt�� INTER-OFFICE MEMORANDUM
BARBARA Y. SHINPOCH
MAYOR
Date: February 8, 1982
To: Dave Clemens, Policy Development Director
From: Bob Bergstrom, Engineering Supervisor
Subject: Municipal Purposes Annexation of
West Hill Pump Site
Dear Dave:
Please begin a municipal purposes annexation of our West Hill Water
Pump Station site at Renton Ave. and Victoria St.
If you can get the property owners of the rest of the block to come
along, then take the entire block and adjacent streets. OtherwisL,
just limit the annexation to the City-owned property as shown on
the attached sketch and legal des.-iption.
At present the site is undeveloped, but may be used as a Water
Booster Pump Station in association with our neighboring Skyway area
water districts.
Thanks,
13L&
REB:jft
Attachments
EXHIBIT "A"
LEGAL DESCRIPTION
r ITY OF RENTON WEST MILL WATER PUMP STATION SITE
A portion of Tract 14. Block 30, Earlington Acre T •cts. according
to the Plat recorded in Volume 15 of Plats, page 84, in King County,
I"Shington, described as follows:
Commencing at a brass monument in tf,e E.S. Goodwin Roao, known as
Renton Avenue, at the point of tangent of a 16' curve, West of
91st Avenue South; thence North .1050' West 388.80 feet along the
centerline of said road; thence North 1'33' West 45.66 feet to the
point of beginning; thence North 81*50' West 15.93 feet to a point
of curve; thence Westerly on a curve to the left of a radius
2909.93 feet, a distance of 168 feet, more or less, to the inter-
section with the Southerly margin of the State Highway connection
to Rainier Avenue; thence Easterly on a curve to the left, of a
radios of 1472.69 feet, a distance of 176 feet more or less, to the
Easterly line of Tract 14; thence South 1*33' East 83.3 feet, more
Or less, to the point of beginning,
ONES,00 z no
.84z -5
T sM j + • 3 2 •1
•
::A��. �� /Q3` ct.s V �;'.•ram � G
uCoto
44
06*0
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p"••+',FT LCA/
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N TO
yit •a` 1
41
C/TY Ole ENTON
WEST Igla no riw PvMP
,� \ """"; SLAT/ON SITE
OF RF • •
'L �T
THE CITY OF RENTON
POLICY DEVELOPMENT DEPARTMENT • 235-2552
.r R
p MUNIS•PAS BUILDING 200 MILL AVE.50. RENTON,WAfH055.y�
S m
sQ
SPED SEV1E,10
BARBARA Y. SHINPOCH
MAYOR
June 16, 1982
.lohn E. Moore
13249 91st Avenue
Renton, WA 98055
RE: rOSSIBLE ANNEXATION: VICINITY OF RENT INAVENUE EXTEN51ON
Dear Mr. Moore:
The City of Renton will soon proceed with the proposed annexation of its property and
adjoining right-of-way immedia,ely east of two parcels in your ownership located on
the south side of the Renton Avenue annexation. In prior correspondence with you
(February 19, 1982), we have indicated the City's preference to include your
properties. In addition, in discussions with Mr. Anthony Ladner, Executive Director of
the Renton Housing Authority, Mr. Ladner has indicated his agency would be able to
handle the Section 8 - tenant rsiding on property in your ownership if the property is
annexed to the City.
Should you be interested in including your properties in the annexation, the City will
waive a $500 application fee for an annexation since the City is the party proposing
this annexation application.
I have recently been assigned to work on this project and if you are interested in
including your properties in the proposed annexation, please contact me by Friday,
June 25, 1982. If we can be of assistance to you or provide information on the
annexation process, please cortact me at your earliest convenience.
Very truly yours,
-f1q'tdE rxe!�
Seanette M. Samek
Planning Intern
13249 91st Avenue South
Renton, Washington 98055
June 18, 1982
Mr. Dave Clemens, CITY OF RENTON
Policy Development Dept. JUN '111982
City o: Renton
Municipal Building PDUCv
Renton, Washington 90055 Deve;OPMFNT nFPT
Re: Possible Annexation, Vicinity Renton Ave Ext.
Dear Mr. Clemens:
We would waive our objections to annexation of our pro-
perties to the City of Renton if the fillowinp conditions
are met by the City:
1. Our parcels of real property are zoned
Commercial by the City.
2. Our Dresent tenant at 13245 90th Avenue
South, receives Section 8 fundinp from
the Renton Housing, Authoritv.
3. Our parcels of real property are not
required to be hooked un to sewers until
su,'l time as we desire !o develop them.
4. Our parcels of real property are allowed
to maintain their rural atmosphere with
chickens, ducks, geese, etc.
5. The City will bear all expenses of annexation.
If you have any questions about anv of these requests, we
will he prepared to discuss them with vou.
Sin, ��l•�,
L 77Zozrx.-L
r
John E. Moore
Madeleine E. Moore
OF Ric •
M ► . °z THE CITY OF RENTON
_ POLICY DEVELOPMENT DEPARTMENT • 235-2552
P ✓g MUNICIPAL BUILDING 200 MILL AVE SO. RENTON.WASH.M1055
e•
P
,rED SEP(E
BARBARA Y. SHINPOCH
MAYOR
June 21, 1982
John L. 6 Madeleine E. Moore
13249 91st Avenue S.
Renton, WA 98055
RE: ANNEXATION, VICINITY OF RENTLiN AVENUE EXTENSION
Dear Mr, h hirs. Moore:
We are in receipt of your letter of June 18, 1982, regarding the annexation of your
property in the vicinity of Renton Avenue extension. We have previously discussed the
five items contained in your letter. Since this City Council cannot bind the future
City Council, we are unable to accept the conditions you have established As a
result, we will proceed with annexing the City owned prope ty located immediately
west of your parcel.
At some future time, we hope to work with you on annexation of your prc .erty.
Very trtµ'Ay, yours,
� �
DSv'id R. emens
Policy Development Director
DRC:cl
cc: Jeanette Samek, Planning Intern
Robert Bergstrom, Engineering Supervisor
1
TREASURER'S CHAPTER 28 45 RCVU
COPY PI EASF F1t'.'i..,T r r'yP.L-L w
�w 1% REAL ESTATE EXCISE TAX
MAKE REMITTANCE PAYABLE TO NYIlmmQmpYJSm NmxpmH COUNTY ARE ASURE R
Port of Bellingham
P. O. Box 728, Bellingham, WA 98225
... ...City of Renton. . _.
..... _..
Renton, WA 98055 `�.: .. .,,.,. •.. ... - .
Iapl4lutiwwn al rla{wNrrrr swwlMMly�rxYhtx Ring County:
A portion of Tract 14, Block 30, Earlington Acre Tracts, according
to the Plat recorded in Volume 15 of Plats, page 84, in Ring County,
Washington, described as fellows:
Commencing at a brass monument in the E. S. Goodwin Road. known as
Renton Avenue, at the point of tangent of a 160 curve, west of 91st
Avenue South; thence Worth 81053' West 388.80 feet along the center-
line of said road; thence North 1033' west 45.66 feet to a point of
beginning, thence North $10500 west 15.93 feet to a point of curve;
thence westerly on a curve to the left of a radius of 2909.93 feet,
a distance of 168 feet, more or less, to the intersection with the
Southerly margin of the State Highwa} connection to Ranier Avenu t`.ence
Easterly on a curve to the left, of a radius of 1472.69 feet, a
distance of 176 feet more or less, to the Easterly line of Tract 14;
thence South lc • East 88. 3 feet, more or less, to the point of
beginning
Dennis M. Hindman
clots tun ARM ,a+r +nr..+tr•rN -p-
nnMU Nainr Itwa.w f 1rM• Ji rr r..rl Jrw mr.b t __._ ....
guru sun trio t ._a0 .. _.. tau t
Sall Of MTRW #t irM.JrMhrrYwwmwr.rarvrndmq Ww•.M• -
wwwrlwb,wwrr
. . I I4 vr+,Y•Nr.ry l.w•wr. rwwr rr.MrY
trn a m1NSatwi Stntntorp-fiarranty Deed_Quit Claim De d`•"••.r'r..r ww.wrw.I rti Iwr..rr..r1 a w.r.r,r.r a w.
rb.r Mr i.1 r.rl orw.
.rannfer Erom one .
mmlcipa' corp. to another. ........
alp-lla. tk�Mlw wN llt.4NnWi t4..f xriw.w N•r I' ba.r,M.... M�+ri a...I+wIMwnuwyr.r.,.n..Jrdnn
•rJ�s.,,rrw
IaYO , f .._ � xaM[mUSKi .._. tNwnbe.N .uu.IJr•w.,r:r
wrorann t _...) nM un arts ..__. .__. iT �•.:^�,.++v �.
Nr«,•.w,.rr rw w srw..r wor.arr
TOTAL
Ton Imlw., vM, ,egr1 wkew Kam/.4 pd hl rhr,rrmry vn+we, pgmeN
Tells,be mwla Ill[ash-11mt8n4 dank.IFirr rob,-n s.Iatta ro wd.,ud rrr:hu- w o ' ton
lion 11111SMaDeyerNwm NxsramN.w/an muwyMsaNillrnwiNblaryr•r4. . n.,r cress
'. wrrr 1:wuNb
aa«S««4n aY tm front Ir
.._.. ..._ ...Sayan._. . .......... ..................
.................... ..... ..............
OF k
4.
R PUBLIC WORKS DEPARTMENT
']ES!GN/IJTILITY ENGINEER'NG 0 235-2631
MUNICIPAL MIILDING 200 MILL AVE.S0. RENTON.WASH. :4W55
P:m
a 1 nEO SEyI E INTER-OFFICE MEMORANDUM
�
BARBARA Y. SHINPOCH
MAYOR
Date: June 25, 1982
To: Dave Clemens, Policy Development Director
From: Bob Bergstrom, Engineering Supervisor
Subject: West Hill Water Pump Station Annexation
As requested, here's a short description of the 'West Hill Pump Sta-
tion project.
The West Hill Water Pump Station site was purchased by the City of
Renton Utilities in the early 1970's as a pump station site to pro-
vide improved water supply to the West Hill neighborhood. The West
Hill community has been served by water purchased from the City of
Seattle Water Dept. since the turn of the century. The Seattle
Water Department's Cedar River pipeline is subject to substantial
pressure drops in the summer months as heavy Seattle water demands
draw heavily against the Cedar River Mains. Our West Hill customers
are subject to to.. water pressure which causes service complaints
and reduce the West Hill Water System's fire suppression capability.
The City of Renton Water Comprehensive Plan proposes a new One or
Two Million Water Tank at the top of the West Hill, supplied by
Renton water pumped up from the CBD supply grid on Rainier Avenue.
The West Hill Pump Station at Renton Avenue and Victoria Place is
the site of one of several pumps stations for the West Hill Reservoir
and water s oply system, part of major public improvements for the
West Hill community.
:jft
OF RF L
� T
„� PUBLIC WORKS DEPARTMENT
RICHARD C HOUGHTON • GiRECTOR
UL
O UL
✓g MUNICIPAL BUILDING 200 MILL AVE.SO, RENTOK WASH.990a5
% ° 206 235-2569
4.P
�4ffp SEv1t�
BARBARA Y. SHINPOCH
MAYOR
,Iuiy 20, 1983
S1098.10 (10/23)
M.D. MOORE CONSTRUCTION COMPANY
PO Box 2603
Renton, Washington 98056
Subject: Notice to Proceed
Hest Hill Pump Station
Gentlemen:
This letter is your official Notice to Proceed with the work under the
above subject contract. Your contract with the City of Renton provides
under "Call For Rids" that the work under this contract shall be completed
wit.lin 180 days from the date of the Notice to Prrceed. Therefore, the
date of completion of all work established in accordance with the above
provision is January 16, 1984.
If you have any questions or comments regarding this Notice or the
establishment of the date of completion, please advise.
Very truly yours,
CITY OF RENTON
Robert Bergstrom
Engineering SupervSsor
cc: R42 Engineering, P.S.
WEST H,' l kinSTER PUMP SIATIDR DFSISO
SCOPE-OF-WORE
I. Site.Yo rt
A. Develop an arrVrete site rTan Thawing all interfering atiities
D. Dpvp 1F" a dra11n9 plan showlnv pasting and Prn.ased drainage.
Parking. landscaping
C. Review soils loss and use inforsetlon in rpsign of Gaildina
Note: Kan Dvler i" cn•..r of s.::, an:i will ro•vard fee +'.tip.:te as soon ai
passible.
tuops
A. Use Previous hydraulic comrutatinns. froe simulatio,, of Yrct Hill
Swst,=e „n ensp[It,.r i.o vummari,e Ssst•s h,.ad naves
R. +lert turbine pumps fur normoi and fir, n„ditn.rs froe dirferent
ul'arturers far hiddini ?urpo;es
C. Consider alternstivPs frrr, mpetinr fire oondi t+nne. i .e. pngtne
driran vs. matar Aril-•n pumps. dlo;al W_ nroP[.nn. P+.r.
D. Consider the newd for redu^ed v,lt�-f 3tarl;ne for ,.r, em;inr.'aotor
c Ot,inatl,m drive
3. Cirlog_Plan
A� Delfersfne operational eharactnn aic e. J.•<..:,,J and v, ive te,eear
location and funftlon5
R. Develop a piping elar, including flousefc', , rp a5,;:e relief or
surse ant,wi Pat.in4 valvns and atubnuts for nx,-ar,sinn, Or,
C. Drtere'ne aPacP needs for o,ertion and ra.:intcnance of ,11
coo-anent,
4. ArcbItectural_Desiso
A. Select materials that are suitable for airport site
b. Design a building iil-ll it'd roof shape that will enclose all
eminent using an earth-sheltered, Pas%ive solar heated concept
C. Select voJti Tis for th,- building interior end exterior -- suggest
colors fnr staff review and avernva]
D. Consider int error accost i.eel treatment for sources of liigi+
amplitude not5e
+• Struciural-Desitto
A. peter%ine loads on building based on Uoifotm building Code
B. Prepare computations neces;a ry fo; subaL U:.al to obtain building
permit
C- Size all structural members (rcof, w:a Is, Plvor slabs, etc.) and
detail on Plans
Note. Bob Fossattt is submitting fee psti%ate fen this .union.
t. IosLrumeolatioo_aod_Lootral..Euuiemeoi
A• Evaldate locel ""I rumote instrumentation (iMormaticr.) ,#.dsfor
all West Hill facilities
b. Develop schematics and logic diagrams showing Q(WAPmwnt lavout and
function
7. Cover_SweBIN
A. Determinp rnnno,t.4 load for all operatins conditions
S. Determine mapt4um power .0 Pply rew Uireee nl5 fnr ..tartirg actors
f. Deslsn main and tt"xiltary Panels and circuits fnr Connecled load%
D. Illustrate Panei. mod 1,101nl alyd Power cl rv.li:t< wiring or, plan.
Note: Art lie will submit fee estimate ft.' +.his portion 0 P•CJect.
i • •
MMEN
8. UotuaeoL_PAeea rail oo
A. Develop specifications and print a sets pt dpcumantg for review by
the Citw's and District's staff
B. Incorporate changes desired and deliver pri 5io;;l ducuaents to the
City for printing so that hldding bay take place
TRANSMISSION PIPELTNE DESTGH
SCOPE OF VORN
A. Survey the pipeline route which is shown on the attached m,p and show
all annumentsr centerlinxs and ri 9h t-nt-w::y liw,ts
(ken Owlet Prepa•ing estiaate currentiv)
E. Draft the survey results at 1•:40' showing Plan view
C. Identiiv and illustrate all intfrfering utilities that have hear.
located
D. Design the Pipeline and develop sPerifications 1n ac00idance will, City!
Stater AYNA and APNA staodard•.. Show profile vipws where nacesearw for
clarity
E. Evaluate the need for cathodic prutectitn
F, identify locations for air and vacuum reloa:e valves, future connection
stubOutsr thrust blocks, testing locations, a:'Id disfosal of test Yat,,r
G. Develop eight sets of contract lo(um '.As (PI"'s ami sp e!'ifirel ien-.i Tar
C.itvr County and DSHS review
M. Incorporate modifications, if any, and submit original-- t•. C:fu r .
pri ting
i
1.35 MG RESERVOIR DFSIoM
SCOPE OF WORK
P, Develop an accurate site Plan showing the reservoir location'
inletroutlet Pi.-rnwr Isolot ", and control valves and vaults, drain and
overflow Pi.ins, and all ,tilit-ies (Power, telemetry, sto,m. ei,r.i
D. Design the standpipe re;orvuir showing rl:.Il and elevaticn vlaws and all
details hpressary for appurtenances suUl as a suitahle l.,dde, and c:.re,
landing overflow Pipe. v.,ults and access ports
C. Illustrate all structural shaPes and s c ys, and di.tnil the mnuntins and
connection reeuirements for Al ,'ructnr.,l members
D. Design a n ngwll or slab fountl:alon derend:ng •:1=01, soil hearing valves
and other structural considerations
F. FPview all soils Information .n,(I recommend addittunal soils
investigation (includins locution). it r,ppded
t. F' Liate alternative coating systc►•• for the rwsa P.Qlr and dnvelop
SPPrlfirationP to allow multi"le lIt4r,jt.Ivp,, it 0,aftlral
S Design a landsca•P system including fearing whirl, aint, ix:•s ne w.eararnre
of lower portions „f 0P le'+Prval r, i.e., a berm ,.iih tl'e+h whl J, will
grim tall
H• Develop detailed specifications for do reservoir which allow b:ddiog
of an alternate ereatpr capacit,
1. Develop eight sets or contract ducuaonts (plans Ii,d srecifications) for
Citv, County and DSHS review
J. lncc•oorato modifications, If any, End submlt orifinal= to Cite for
e rinting
i
P. Coordinate with Count oftiCra Ll •Wt,- r.e,LhtUrhood concerns and aftigation efforts
SERVICES DURING CONSTRUCTION
SCORE OF WORK
A. Attend pre bid conference(s). if necessary
P. respond to bidders ouestior.g
C. Issne addendue(s)r it necessary
P. Assist in eurressful bid and biddwr review.
E. Attend pre-c,,a,t,ructivn vOMe�PnCp
r• Detai]ed Constr„ttloo inepection in rot.-e,at, ,,, w.ti, ; , . . ,.„f(
6. Review and eprtovrl. ,;f shop draw,-.g„ euuipaent vubptttals one.specifications, and schedule,.
N• Review and rertlfi^attoo „r ,roq,ps, savte��ts
I. Processing of change orders, if any
J. Develop set of ac-built -Jan=
K. Provide three rop;ps of Or•rrat;or,s r.:; M. ,n!.e„anc, N.;nual fo, .,Its
Station and reservoir
COUNTYiSIATE COORDINATION
SCOPE OF WORK
1. Coordination with Kin* County -
A. Prof a rat on of all arplications and erhl t.l is for securing of
rishts-of-w,r and refits
B. Attendance st hearings and other necassary feetit>Js for assistance
in Obtaining Pro.iect OrPre"ZI fr0r var,ous devartsenf of King
Countw
L• Subsission of clans and specifications to Couhr. for review
.. Coordination with State
A. Coordinate with Otte to tnsore t�.at "wS gr ai.L re0uiraser,t a•e
followed cosPletuly
I. Progress Pawfant reeuttts are c"ploted on schewrrla
Y. Monitor all iehedul and cusPllanca with schedul irI
reoairesents
3. Asslst in eonitorms c ah flow rruuiresentc and Liwir.l
elefents relat+d to cash flow
NEIONDOPNOOD COORDINATION
SCnu nF VoRK
1. Nelshborhood Conc.rr.,
A. Conduct &Rat.ings with roncern.•d neighbor. regErdi ny rr voo� 4 plums
and attributes
E. Make Presentation to school +jistrict tndxczting t,, rw rent
come R:s In soa. a. ch Prn rrrt eow:-1 t; ion +ill el ieur rte
C. Prepare and cin,late tract sheet to .11 nel,hbors within SDO fact
radtvs. Eaee nei aiibor comprns over aesthrtIr ,spec is of era aact
bu at-easins the location. larr'dn:,ern; (i.e, tall growing trres
and large here) to sfniei:e tss na, " r,ai0borhoud,
Subsurface Exploration and
Geotechnical Engineering Design Study
Proposed `Nest Hill
Reservoir and Booster Station
Renton, Washington
August 24, 1983
J-1215-01
HART
DC CROWSER &
associates inc.
GEOTECHWAL & HVDROGEOLOGIC CONSULTANTS
1910 Fau.uw A%anus Fast-$.atlb WA 96102 9699•RC61924 9530
J-1215-01
CONTFNTS
Page No.
INTRODUCTION 1
SUA MY OF FINDINGS 1
Reservoir 2
Booster Station 2
General 2
SITE AND PROJECT DESCRIPTION 2
SUBSURFACE CONDITIONS 3
Reservoir Site 3
Bcoeter Station Site 3
GEOTEMNICAL ENGINEERING RECO101ENDATIONS 4
Foundation Design Criteria 4
--Reservoir-- 4
--Booster Station-- 6
--General Considerations-- 7
Drainage Considerations 7
Structural Fill and Backfill 8
Lateral Pressures 8
Seismic Considerations 9
Additional Recow ndations 9
FIGURES
1 Site Exploration Plans
APPENDIX A
FIELD EXPLORATIONS A-1
FIGURES
4 A-1 Boring Log B-IA
A-2 Through A-5 Boring Logs 3-1 through B-4
APPENDIX B
LABORATORY TESTING PROGRAM S-1
FIGURES
B-1 and B-2 Grain Size Classifications
W-715 WEST HILL PUMP STATION WTR-10 2+
#1 General Correspondence
J-1215-01
SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING DESIGN STUDY
PROPOSED WEST HILL RESERVOIR AND BOOSTER STATION
RENTON, WASHINGTON
INTRODUCTION
Included in this reoort are the results of subsurface explorations and
geotechnical engineering design studies completed for the proposed West
Hill Reservoir and Booster Station planned for the City of Renton Public
Works Department. This work was preceded by a geotechnical feasibility
study of the reservoir site completed by Hart-Crowser 6 Associates with the
results presented in a letter to the City of Renton dated March 11, 1983
(HC J-1215).
The purposes of this study were to:
o Perform additional explorations to better define the depth to
appropriate foundation support soil;
o Consider in greater detail the foundation support alternatives
presented to our initial site feasibility study;
o Provide the geotechnical parameters and recommendations
necessary for design and construction.
The snipe of the study included the completion of four hollow-stem auger
borings (three at the reservoir site and one at the site of the pump
station), laboratory classificatton tests and engineering Studies required
to dete:mine geotechnical design criteria. This study has been prepared in
general accordance with our proposal of March IF, 1983. This report has
been prepared for the exclusive use of RH2 Engineering, P.S., the City of
Renton Public Works Department and their design consultants for specific
applicaticn to the subject project and sites. The study has been performed
in accordance with generally accepted geotechnical engineering practices.
No other warranty, expresed or implied, Is made.
SUMMARY OF FINDINGS
The following is a summary of the principle conclusions and recommendations
presented in this report. The subsequent sections of the report should be
consulted for discussion of each point as well as for other recommenda-
tions.
J-1215-01
Page 2
Reservoir
o Subsurface conditions at the reservoir site consist of
previously placed fill or loose natural soil to a depth
of 6.5 to 10 feet overlying dense glacial soils;
o Existing fill and loose soils are unsuitable for founda-
tion support and should be overexcavated and removed;
o Shallow foundation support may be attained using either
a rigid concrete mat bearing on compacted select fill,
or a ring footing bearing on dense naturdl soil.
Booster Station
o Subsurface conditions at the booster station site consist
of loose deposits of silt and sand near the surface with
denser deposits at depth;
o The booster station may be supported on shallow continuous
footings provided each footing is directly underlain by a
thickness of compacted fill equal to the width of the footing;
o The .loor slab may be designed as slab-on-grade above
compacted fill.
General
o Total and differential settlements for each structure are
expected to be less than one inch;
o Subsurface drainage at each location should be provided
using perimeter foundation drains;
o The on-site soils are generally unsuitable for use as com-
pacted structural fill. All materials required for
structural fill should be imported;
o Geotechnical services should be, provided during construction
to verify the suitability of the foundation subgrade to
support the applied loads.
SITE AND PROJECT DESCRIPTION
The two sites included in this study are both located In Renton. The
reservoir tank would be constructed near the Intersection of 82nd Avenue
South and South 126th Street South of the athletic field south of Dimmitt
Junior Nigh School. The tank location is grass-covered and fairly flat,
with a current ground surface elevation of about 399 feet. The area is on
the east edge of a recently filled, north-south trending ravine. The
proposed reservoir would have a top elevation of about 492 feet and a
diameter of 52 feet. The height of the tank has not yet been determined,
J-1215-01
Page 3
and could Stipend on the foundation support alternative selected. we expect
the reservoir base to be less than about 10 feet be'^w the existing grade.
The tank will be constructed of a steel shell.
The booster station is to be located along Perimeter Road across from the
Renton airport control tower. The station would be one story, about 25 by
30 feet in plan and built into the rillside. The back wall would be
completely buried and the side walls partially buried. Anticipated wall
loads for the station are ep�roximztely 4 kips per lineal foot. Some
buried pipes wy be required near the pump station with burial depths on
the order of 3 feet.
SUBSURFACE CONDITIONS
The subsuface conditions at the project sites were evaluated on the basis
of hollow-stem auger borings completed at the general locations shown on
Figure 1, Site and Exploration Plan. Four borings were completed at the
reservoir tank site (including one boring from our feasibility studv) and
one at the booster station site. The field exploration procedures and
results are presented in Appendix A and the laboratory test procedures and
results are presented In Appendix B.
Reservoir Site
The explorations disclosed previously placed fill material to depths
ranging from 5 to 10 feet below the existing ground surface. The fill was
in a loose to medics dense state and was generally very silty sand with
variable amounts of clay and gravel. In some cases scattered organics were
noted near the bottom of the fill, possibly Indicating a former zone of
topsoil. In its present condition, the existing fill material is not
acceptable fur support of shallow foundations. In addition, because of the
high percentage of fine-grained soil (silt and clay) and the high moisture
content, it is our opinion that it would not be possible to rerompact the
material to a suitably dense and non-yielding condition for foundation
support. As a result, this material should be excavated and removed.
The primary support soil at the reservoir location consists of medium dt nse
to dense silty sand underlying the existing fill. This soil has probably
been overconsoltdated by glacial ice and would be capable of supporting the
recommended foundation pressures with only minor preparation. Ground water
was encountered In the explorations well below the level of the existing
ground surface, althoagh some standing surface water has been observed
during periods of heav;- rainfall.
Booster Station Site
The boring at the booster station site disclosed several feet of clayey,
sandy silt in a medium to stiff condition underlain by medium dense sand.
Numerous organics were observed in the upper 4 to 5 feet. The near-surface
soil would generally not be suitable for direct support of shallow
J-1215-01
Page 4
foundations. However, the material would not require complete
overexcavation if the foundations for the booster station are designed and
constructed as subsequently recommended.
Ground water was encountered at a depth of about 13 feet at the time of
explo-anon. Because of the potential for surface runoff and subsurface
drainage from the higher elevations to the west, we expect the level of the
ground water to rise during periods of wet weather.
For a specific description of the conditions encountered in the
explorations, please refer to the logs presented in Figures A-1 through
A-5. Variability of the soils and the tendency for gradational change
within the soil units have made necessary a degree of interpretation and
generalization regarding contact between various soil units. In some
ca the contact between units is well established in the exploration
lc_ whereas at other locations the contact has been estimated.
GEOTECHNICAL ENGINEERING 6ECOFHIENDATIONS
Geotechnical engineering studies focused on an assessment of the subsurface
conditions at the specific structure locations and appropriate methods of
providing foundation support. The studies were based on the current plans
and locations for the reservoir and booster station and on the subsurface
conditions as disclosed In the explorations. The design recommendations
included in this report are sensitive to the size and location of the
proposed facilities. If any changes are made prior to construction, we
should be consulted to determine the appropriateness of these
recommendations and discussions.
Variation in the subsurface conditions should be expected during
construction. Our recommendations are dependent on geotechnical
involvement and observation during construction. In some cases
determination of actual foundation depths may be possible onlv in the field
at the time of construction.
Foundation Design Criteria
--Reservoir--
Two methods of providing shallow foundation support appear most
appropriate. Structural loads for the reservoir would vary depending on
the height, but we expect uniform loads to be on the order of 5.5 to 6.5
kips per square foot across the base due to the weight of the water only
with a concentrated perimeter line load at the shell. Because of these
relatively high loads, and the apparent low deaslty of the near-surface
soil, we recommend complete overexcavation and removal of all existing fill
or previous topsoil from the tank location. Foundation support could then
be attained by 1) backftlling with compacted structural fill and
constructing a rigtd concrete mat beneath the reservoir, or 2) founding a
perimeter ring fnoting on the dense natural soil, backfillinq with
J-1215-01
Page 5
compacted structural fill, and using the steel tank bottom as a flexible
Wt.
In the rigid mat alternative, the mat could be constructed at any level
above the dense natural soil. Following overexcavation of the existing
fill or loose material, the subgrade should be prepared and backfill placed
in accordance with our subsequent recommendations (section on Structural
Fill and Backf111). The fill mate.tal should be a select, sand and gravel
with a fines content of less than t percent by weight. We recommend t.:e
select fill for the mat foundation alternative be well-graded and contain
at least 30 percent gravel. The lateral extent of the compacted fill
beyond the perimeter of the rigid mat should b. _ defined by a line
extending from the edge of the mat at a 1:1 slope out and down to the
level of the dense natural soil.
We recommend a maximum allowable soil bearing pressure of 6 kips per square
foot be used for the design of a rigid mat placed on compacted select fill.
For design of a mat foundation, the modulus o- subgrade reaction for
compactrd select fill of dense natural granular soils would be on the order
of 250 to 350 pounds per cubic inch for a one foot square loaded area.
.1 and differential settlements using this .method are expected to be
.ess *han about 1 to 1-1/2 inches. This settlement estimate is based on a
small oc moderate thickness of compacted fill beneath the slab and careful
placement and compaction procedures. Higher settlement values would be
exrocted if the mat is placed above large thicknesses of fill.
Dltferentiai settlements may be reduced by limiting the difference in
compacted fill thickness across the mat through overexcavation of natural
soil and subsequent backfilling.
The second method of foundation support would be to construct a perimeter
ring footing on the dense natural soil and locate the tank bottom also on
the natural surface or on compacted fill confined by the perimeter ring
wall. The ring footing wouli support the weight of the steel shell in
addition to transient loads _aused by wind or seismic events. The steel
bottom of the reservoir would act as a flexible mat and distribute the
water load evenly acres. the compacted fill. We recommend that the ring
footing be `vended at a consistent level around the tank. Based on the
conditions in the borings, we recommend the perimeter ring footing be
founded on the dense natural soil at a depth of 10 feet or more below the
existing grade. This would thus require some overexcavation of the
existing natural soil. The footing should also be at least 3 feet below
the surrounding final grade and at least 24 inches wide.
If it is desired to locate the reservoir base at some level above the
natural material, the perimeter ring wall could be constructed to transfer
the load from the reservoir shell to the footing and to confine the
compacted structural fill. The fill mater!al should be a select sand or
sand and gravel but it is not necessary to extend the boundary of fill
placement as with .�e rigid mat alternative. The ring wall should be
designed to withstand surcharge lateral pressures from the reservoir.
J-12:5-01
Page 6
The ring wall should be reinforced circumferentially to resist the hoop
stresses resulting from lateral pressures of the confined loaded earth
''jeneath the tank. The lateral earth pressure could be approximated by 258
pounds per square foot at the top of the ring wall and (25H + 55h) at the
base of the wall where 8 is the maximum water height of the tank and h is
the height of the ring wall (both in feet).
We recommend an allowable soil bearing pressure of 7 kips per square foot
be used for the ring footing bearing on dense natural soil. Total
settlement from this method of support is expected to be less than about
one inch. Some minor differential settlement, probably less than one-half
inch, could occur between the center of the reservoir and the edge,
depending on the height of the ring wall.
The base of the steel tank could be placed directly on a specially prepared
oil-sand mat. This sand base would serve as a leveling course to provide
uniform support for the steel tank bottom. We recommend this oil-sand mat
have a minimum 6-inch thickness. The sand mat should be placed only over
densely-compacted structural fill or the properly prepared natural subgrade
materials.
The sand should consist of clean material with less than 5 percent fines
and be free from organics, clay lumps, or other deleterious substances.
Concrete sand or other commercially avallablc sand should be suitable for
this purpose.
This sand base should be treated with oil or asphalt to maintain stability
and inhibit corrosion of the tank bottom. The oil or asphalt should
thoroughly penetrate the sand blanket.
--Booster Station--
Because the near-surface soil at the booster station location is generally
not capable of providing direct support for shallow foundations we
recommena the wall footings and floor slab be constructed on compacted
structural fill. The in-place soils need to be overexcavated only as
necessary to provide for the fill placement. By placing fill beneath the
footings, the foundation loads may be distributed within the fill,
resulting in a lover applied pressure to the underlying soil. We recommend
a thickness of compacted fill equal to the width of the footing directly
underlie the footing. We recommend the footings be at least 18 inches wide
and founded at least 12 inches below the lowest adjacent finished grade.
The lateral extent of the fill should be equal to at least twice the
thickness of the fill beneath the footing. In other words, a footing 2
feet wide should be underlain by at least 2 feet of fill over an area at
least 4 feet wide.
J-1215-01
Page 7
Using this method, an allowable soil bearing pressure of 2 kips per square
foot may be used for design of the footings. Expected total and
differential settlements would be on the order of one inch and one-half
inch, respectively.
The building floor slab may be designed as slab-on-grade and should be
underlain by at least 18 inches of compacted fill including the drainage
blanket and capillary break to be subsequently discussed.
—General Considerations—
Water pipes may be constructed underground in conjunction with both the
reservoir and booster station. In order to provide uniform support along
the line of the pipes, we recommend they be installed on 4 to 6 inches of
compacted, well-graded, sand and gravel bedding material.
The allowable foundation pressures presented in this report may be
increased by up to one-third for loads of short duration such as those
caused by wind or seismic events. In general, we expect the sails at each
site to behave elastically, that is, settle essentially as the load is
applied, rather than in a time-dependent manner. Disturbance of the
foundation base during construction could result in larger settlements due
to the loosening effect of the soil. We therefore recommend that disturbed
areas be excavated and cleaned or recompacted prior to concrete placement.
We recommend that Mart-Crovser 6 Associates observe foundation excavations
prior to concrete placement to verify the suitability of the soils for the
design bearing pressures.
Drainage Considerations
Because there is a potential for an Inflow of precipitation runoff at each
site we recommend perimeter foundation drains be installed around the
reservoir, if ring footings are used, and boostet station. Drains should
also be installed behind all retaining walls backfilled on or.e side only.
'.he drains should be installed at the base of the foundations and should
consist of 4-Inch diameter perforated pipe placed on a bed of and
surrounded by freely-draining sand and gravel having a fines content of
less than 3 percent. The free-draining material should extend vertically
to within 6 inches of the surface and be at least 12 inches in width. The
drains should be sloped to carry the water to a sump or other suitable
discharge location. Final site grades should be designed to carry surface
water away from the structure in order to prevent it from accumulating and
ponding next to the structure.
Measures should be taken to prevent water from accumulating within the fill
enclosed by a ring wall beneath the reservoir in order to reduce the
possible rusting and corrosion of the bottom of the steel tank. This may
be accumpllshed by installing a drain pipe in the drainage material beneath
the oil-sand mat (as subsequently recommended) and providing a connection
through the ring wall to the perimeter foundation drain.
J-1215-01
Page 8
The floor slab at the booster station and the rigid mat for the reservoir
(if selected) should be directly underlain by a minimum 4-inch thickness of
freely-draining sand and gravel with a fines content of less than 3
percent. P).arement of this drainage layer beneath the steel tank bottom
for the ring wall reservoir alternative (if selected) should be directly
beneath the oil-sand mat. This layer serves as a capillary break and,
except for the rigid mat, as a drainage layer to the subgrade drains.
Structural Fill and Backfill
All fill placed for slab, foundation or pavement support should be placed
as structural fill. The structural fill should be placed in lifts not
exceeding 10 inches loose thickness and thoroughly compacted to at least 95
percent of the modified Proctor maximum dry density as determined by ASTM
D-1557 test procedure. Fill in paved areas should be compacted to 92
percent. The moisture content during compaction should be controlled
within 2 percent of optimum moisture. Optimum moisture is that water
content which results in the highest compacted dry density. It is
recommended that a representative of our firm be present during placement
to monitor filling and perform field density tests.
We recommend all structural fill material placed in foundation areas
consist of select, well-graded sand or sand and gravel with less than 5
percent fines. The on-site soils are generally not suitable for this
purpose. As the amount of fines (that portion passing the No. 200 sieve)
increases, the soil becomes increasingly sensitive to small changes i❑
moisture content and adequate compaction becomes more difficult to achieve.
Soils containing more than about 5 percent fines cannot be consistently
compacted to a dense, nonyielding -andition when the water content is
significantly above or below optimum.
Prior to the placement of fill the exposed subgrade should be proofrolled
to a dense and nonytelding surface. Soft or yielding areas should be
overexcavated and removed. Because of the nature of the soil at the
booster station, proofrolling could result in unnecessary further
disturbance of the materials. In this case, proofrolling should not take
place. 5-me drying of the exposed material may be required, however, prior
to fill placement.
Prerequisite to fill control is the determination of the compactive
characteristics from representative samples. Samples should be obtained
from the borrow area as soon as work begins. A study of the compaction
characteristics should include determination of optimum and natural
moisture contents of these soils at the time of placement.
Lateral Pressures
The lateral soil pressures applied to the buried walls of the booster
station may be computed using either at-rest or active conditions. If the
J-1215-01
Page 9
walls are considered nonyielding, at-rest conditions should be used +.th a
mobilized soil pressure of 55 pounds per cubic foot (pcf), expressed as nn
equivalent fluid weight. For walls allowed to yield a minimum of 0.1
percent of their height, active conditions would be appropriate with an
equivalent fluid weight of 35 pcf.
Other subgrade walls backfilled on one side only may also be designed using
these conditions and soil pressures and could use the passive resistance of
the soil in conjunction with active pressures. The allowable passive
resistance used in design may be computed using an equivalent fluid weight
of 225 pcf, including a factor of safety of abort 2, which is considered
standard geotechnical practice.
Seismic Considerations
The Puget Sound region is seismically active and has a Unifted Building
Code designation of Zone 3. During a seismic event, the structures would
be subject to ground shaking and should be designed accordingly. No known
earthquake fault, potential landslide features, or other seismic hazards
are located in the immediate vicinity of the project.
Additional Recommendations
It 1s recommended that Hart-Crowser d Associates, Inc. be provided the
opportunity for a general review of the final design and specifications in
order that foundation recommendations may be properly interpreted and
implemented in the design and specifications.
It is recommended that Hart-Crowser A Associates be retai.ied to provide
full-time or intermittent geotechnical services during the more critical
phases of earthwork and foundation construction. We would expect our
services to be required especially during fill placement and excavation any
construction of foundation units. This observation is necessary becaise of
the variable subsurface conditions and would be to observe compliance with
the design concepts, specifications and recommendations, and to allow
design changes in the event that subsurface conditions differ from those
anticipated prior to the start of construction.
HART-CROWSER a ASSOCIATES, INC.
�tarp�G .-
D,.VID G. WINTER
Senior Staff Engineer /r..VIL'.Sr
«a h
ro
DENNIS R. STETTLER, P.E.
Vice President } YY O W"'
rt
DGW/DRS:Ik a` a/ = vk
Site Exploration Plans
Reservoir Site
�— 404
406
♦�♦ RESERVOIR
TANK E
eo
m
I
b
\ nb B-Z 402
400
399
- I 396 J$
m � I
J� I
I 9°ti 40 00
Scale in Feet
Pump Station Site
-- _ perimeter Road
26 8-4
Pump Station —\
34----._-__.___ _._._ _
0 20 40
--------------
Scale in Feet
B�, B Boring Location and Number J- 1215-01 August 1983
HART-CROWSER 6 associates Inc.
Reproduced from site plans prepared by Figure t
RH2 Engineering dated June 1983.
J-1215-01
APPENDIX A
FIELD EXPLORATIONS
A total of four holloc-stem auger borings were drilled on July 18 and 19,
1983 to deptns ranging from 12 to 29 feet below the ground surface. The
borings were advanced with a truck-mounted CME 750 drill rig under
subcontract to Hart-Crowser 6 Associates using a 3 and 3/8 inch inside
diameter hollow auger. The drilling was accomplished under the continuous
observation of an engineering geologist from our firm. A preliminary
boring (B-IA) was completed on February 17. 1983 in conjunction with our
site feasibility study. Detailed field logs were prepared of each boring
and representative disturbed samples were obtained on a 2 and 1/2 to 5 foot
sample depth interval.
The samples were obtained by using the Standard Penetration Test procedure
as described in ASTM D-1587. The number of blows required to drive the
sampler with a 140 pound hammer free-falling 30 inches was recorded in
three 6-inch intervals. The number of blows required to drive the sampler
the final 12 inches is the Standard Penerration Resistance which is plotted
on the boring logs at the respective sample elevations. The Penetration
Resistance or 'N" value is a measure of the In-place density of the sampled
soils and is used to classify the samples into relative density categories.
Samples were recovered from the split-barrel sampler, classified and placed
in warer-tight jars and transported to our laboratory f�c further testing.
Although the Standard Penetration Test is a useful tool, the results most
be used in conjunction with othe- tests and with engineering judgement.
The boring logs presented In gores A-1 through A-5 are a graphic
representation of the information interpreted from drilling action, samples
recovered, and laboratory tests. The depth where the soils, or
characteristics of these soils changed, is noted. The change may be
gradual.
The borings were located in the field for us by the City of Renton (B-IA)
or RH2 Engineering (B-1, 2, 3, 4). The ground surface elevations were
determined based on site plans and surveys prepared by the City of Renton
and RH2 Engineering and provided to Hart-Crowser 6 Associates by RH2.
Boring Log B - 1A
50r. STANDARD LABORATORv
:NTERPRETATIO'. PENETRATION RESISTANCE TESTS
»o enHC ..or,So .I.nnnr
G,Aoo.e.+na• D....aun3 Smw<•Ew.ano�.n r•u 399 rur S•-m• en ov real
0 f ao fa roc
Sod
Nedmm dense, hoist to We[. bro.n, slightly
grav ell', Silty $AHD. (FILL). S-1 I•
I
Grades clayey, very silty, s S-2 I �I • GS
I
S ] I1h • I I�
Yery sense, "'St. brOvm-9.4y. Slightly gravelly, !
Silty SAHG dt0 SOoe weather t•.g, IC S a 1 99
� I I I I III
s•s L• so
Large gravel of cobble ;rdicated oy dr;n action. I I I I I I a
t0
verydense. wet [o Satur ated, gray. sbtyn L'y
silty, Time to coarse 9PNG•iM occas tonal gravel. �!
S-7 i
:a � I I I, •
A10
li
F Nore silty. sa
o I OT Boringg at 29 see[.
C onpttteE 2/17/E 3.
� tf
40
� I I
to } a m }o as r
•NaImV W ab•CPnrynr(YI
o_un0»a1!' SvN EamPr_ LaaPr�lOr Tplt ___ No1H
,L.n3a` h^Mw fall � !'ODSux,9s0on C.
6v;Sn••q • rW SrVVn.4a«r,y•rya n.m•NVe , SLI M1`n..•n.}.. ••n•.un .•
nN N VNUM••
• '!"00 a.•w,}re• v IMMNSV ••, •CU NV..•I CM••w•Na } W• •r« nnev•tl V Min••N
S•m0» 11n«•nN .r.•a•-Ovn•,,«,..�n M un•s•
m CVUM SarnC• 06 0•rN13M•rr .CD IrV.»I f.•n••tl•»• r•r
• oV Yn.'en,uNe ComesN,»n a•^•S
.ep •,v.n•a tr...w • a. ., r.r..N n� wow Fes.,.( m•
N rtl t s•mnu rmMa .. .•n,«••,«.n , s+V, Nu.•u i.,,
oN«...ron Nwnvunrrr.
L f•'»a>:u.v. Ner or...n « r Wry cen»-I
J-1215.01 August 1983
HART-BROWSER d assomateS, ini:
Figure A-1
Boring Log B- 1
SOr. STANOARO LABORATORY
NZTERRRETATION PENETRATION RESISTANCE TESTS
• n.o DD.•a••e^.So.<+leer
D.em �Nl.w.O.,cool
Aooro.•n.r)mevnd s,,,o:.LI•n+non.n r).1 399 s w .e w •w
d
MWI
SAID. dense, moist. Crown to gray mottl h, silty
SRfO. lEilt J.
S-1
S
dose. moist. Crown. 3l igntly.gr.velly, ";Cy SiIT T S"
Berat = •
71 ty SAND with sutur" organics.MPSIDU 20CEy
S-D GS
e, moist, Orgw. VICI grey. gravelly. silty,
rile t0 medium SyND.,o weathered Zones. t0
S-Si I �•
gnanye to very dense. S-5 I Ij• T
Betto- De Boring 1N.3 chat.C"01. fo
Canptet )pings.
� 25
I
0
i
35 i
.0
ag i
•N)IVq W)Lr COnbnt le)
(�ieyne«)b,l.ra_ S)mohn�___ I�ber)lOry Teele __ _�_ NOb.
® .'o111 111,— 4s Oqm ev..nrp„ ryV RiV^Qur Yne.......,r0 r SDyN¢rroiwn.«.ru.e�.r� .D
e.nrMw Sr« E...D'• VMr.n10 .t .I M.M•.^....er.O.«•
cx ce+uns.rwn r rcv r.r..�« M.
9 r os sn.m.rI.. ......a r•,n...ena.cur a Z w wrrwe
r-aw.� os o.ar s+..r rcD t,r...«<D-...e«.e ... •• v.r
C."ry S.m W via nnn..C.n D I.
SJ w•u.«m«.I . m•uron
•a u r.w.«o...q w;a-« W.r D.nunl r1__
o:�i<�:e i.%..• eer.,,ne«r.. or D<.«e.•.n.-.�.r Nr m.w.co- -
ntD,.,.n J-1215-01 August 1983
HART-CROIV;ER & eSSOCiateS. Inc.
Fqury A-2
Boring Log B - 2
SO'L STANDARD LA$ORATORY
INTERPRETATION PENETRATION RESISTANCE TESTS
• ma ee,+.eye,,a+ -o aee�
aoo•wvvo Gmantl Sm Vee Ewvu.. .e au, 399 qu S+mOw ♦BI°•s oo°oaI
_ 0 s •e >o to gee
fleplun pinSe. Wait W wet, pro n., silty, f,h,
SANp to tine favpy SILT w/t0 o<tasiailat coarse
saM. (f1LL). 1 5-1
•i
a
It
S•3 I 65
10
Done, d&TP, gray. slightly g•avelly, silty, fine STI 1 •
t, Reply. SAIIJ. I
g-8 '
10
If
I I III
S6
Bottom Of IS In; 18.2 Feet. ! it
Cpepleted 7/1 S/81. Bp
I
i i i I I
I � i
I
30
I II I `III
+o
I " i I I I I III
I
so
I ,P lU ye
• uNswgl wo Cam+m(V
G_au"tlwna UnI S«•p°n�_ ..._ yaeoe�ioq TeQa_____.____ VDto ^_.____..._
"J1 P 00 SV'i°no- GGo 01a fin 1,.1,1,1 rW irq,.V W<e•.exavq° 1 aN Mn•qgna Yv x•Ve'a+nvM w
`IA,{tr`` L^vo Gvr Ca^vewv.c,ry nwP vq•Nv -n b a•va�n
ly r00 s-.a, me ¢v uq.,. ce-.eronaa P w ..ce.n.•.«eqe w
L]I ia-vv .-I ry Nnu^n <nyp ptl-vr n.,..i„q,mn yr
ffiGm,.e s.-ae pa *...�we. rc0 ra�«nw,.a
.4� wuv..e Iowl • "4ico�. ou w mea C°�e..u.v,
OI a r..e u•P.,.,+ . 81Ar-Gp^Jeg1_(�1__
oe. «a,.q ° s.m°i e,seaa Ce ra...,.°m ..,.` ,
i e.9w:c s.<.n. y Vea�•1 nou .-V.,.-..r ,e, wnV GM.-,
tJ °"' J-1215-01 August 1983
HART•CROWSER B assoc,ates. Inc
Figure A-3
Boring Log B - 3
SOIL STANOARO LASOMATOAY
NIERPPE TAi�O". )'ENETRA+ION PESSTANOE TESTS
Aporn.xnm c• Oas�n
o+na Smvu EMorm+.rta 799 qp H,.o.1 Edon e,•roor
° ) a m Is •nn
MWiW eer<e, pray to bran Silty, Rp F
SAND. (Ells).
LF s-1 i
TS
MFdi� e�rse aam�. asrAp� -s•'r, vine SAND 4 5.2� I + {�% III 0 A to t<rFC or an+cs ITB+ScJ, kNE�_ LLLr 1 V
Medfw 0M III eery same. wa.Prcy• E110ntiy }
gravelly, wry silty, fine to cc0iwe SM to S-7 II I}
SCNDy SILT. —]o
lotto-, D1 BDNnS 11.F feet. �
-20
-30
GaAlebi Jy 15B7. � �
re I I
3S
� e, I
Is
i I �IL
B0 t S r0 t0 C I -1
•Nnwu wnM 4anMn]OI
Gr e4r NrN 4AmWi2 ..._._._ UD mar ysn w,
t Srsq+ Hean 4H Orxn 41.[..ryx, tW f.r•.x Vn[rn.[wx.. r f[,v Merman n1-:pp•x-I•M
e.n.nnrrl Srx � V^[•p•ga .[ x<n xq.,M,N/.Wx
C4 CMNWxgn I.x
i� S at 6w0,1.[. S Ix [I•+rr].[r ICY t•�.N Sev[x.e ] w yr l.•x A xµ.Y.Y ra mp.x.
6p.x1
C.vwy S+^oY 03 Dnv Snx 40 rpMae r^S[wpra ,y
rYWr u+x\OSNI Pl Wfo..eH CM.YmrM
t:p. a r.n.e.v+q I :«e i t •v e�Cantlnl i\_
D,S a S,xprM r.,rvp n ry••x1 rx . ��..� .a.a
Ya.O•v
�J-12t5-OI AGgust 1983
MART-CROWSER 8 associates, mc.
Figure A-°
Boring Log B- 4
SOIL STANOARO LABORATORY
NTERPRETATiCN PENETRATION RE9S"ANCE TESTS
:Kale �!b•a I•r tool
Ap[PLIn1rK ereune YrCIK1 EYallrPn m LM+ '� rear S.rnPY , rP W M I.
o Ir
Very stiff, Wit, Drpwp. SIIq+CY clay:'.S1Ioil
' saucy SILT Ni". nwrerous organ.... (TOPSeil XKJ
g
MeotaK stiff, Net, a.prrn, sa^G•. tLyer SILT !
aeltames stiff, gray. wry "rky ait% root "ails. I S-t A I SS
S-)C7
—Se. 9raT, Wy sl t" fLne to Pled rw SM4
Nits Brin lenses of Wk br .silty organics. i o 2 S a Z
--------��--�III nay
1 Realm Dense. satuM Leo. 9", o•o+r, silly, elr 1
Sol S-S .I
a
Gaeas to w, filly, 'pry fine SAW. e : •y5-8
.I
lj •
5.9
I Changes tE pans:
Sotim or go lne t9 tact SC ICI
!a
I I II
I
a9 I I I i
1 a!
!o
•NENr•I*all,CMbn\M
punpgrY U«r Sallom porno iptla NaIK _�
g oo s•.,3•«. as c.•Y 11".- .rro. tw r,N.m VMY..«.N. r U.«Nb«n•.r..,r..Y....,•b
aY•^n•a« Lnvu rNr.Lr.r V^rr'«P LLMV tn•Yra nL[«O•P.W
GN C••La•a•
[�� 1'Op S!:4r rMv • • «I Lpy brut GL^ LNL ) a a•r,aL YN.[:Ke.v o»M«N
Wl EL^aY pl p.v[l Sbn rGp +'n GY.PN•Ne mr
..• •.• n•u� • bi•-au W wKYnbr Ga+Nr•..Y 'Gal�(['an.yr.;li ___
N•bau�rLY�[. v1 Po<b+rYrrrP •rn M •.•
J-1215-01 August 1983
HART-CROWSER & associates, Inc.
Figure A-5
J-1215-01
APPENDIX B
LABORATORY TESTING PROGRAM
A laboratory testing program was performed for this study to evaluate the
basic index properties of the site soils and to aid in classiflcstion.
Soil samples recovered In the explorations were visually classified In the
field and then transported to the laboratory where the classifications were
verified in a relatively controlled environment. Classifications were made
in accordance with the Unified Soil Classification System. visual
classifications included soil , nsistency or density, color, moisture
content, major soil type and the modifying fractions in the sample. The
classification& of selected samples were checked by performing laboratory
tests such as grain size analyses and Atterberg limit determinations on the
samples.
8oisture contents were determined for each sample recovered in the
explorations in general accordance with ASTM D-2216 as soon as possible
following their arrival in our laboratory. The results of these tests are
shown adjacent to each soil sample on the boring logs, Figures A-1 through
A-5. In addition, the moisture contents of samples subjected to other
testing have been determined and are presented along with the various test
results which follow in this appendix.
Grain size analyses were performed on representative samples generally in
accordance with test procedures described in ASTM D-422. The wet sieve
analysis method was useL for most samples and determined the size
distribution greater than the U.S. No. 200 mesh sieve size. The size
distribution for particles less than the No. 200 mesh sieve was determined
by the hydrometer method for a selected sample. The results of the tests
are presented as curves in Figures B-1 and B-2, plotting percent finer by
weight versus grain size. Each curve is idenrJied as to exploration
number and sample number with a complete written description presented in
tabulated form at the bottom of the figure.
Grain :.:-e Classification
Sieve Analysis Hydrometer Analysis
San of OpeT,q M fth,& N111nbv o1 Mesh ppr M,us slmapr° gqm SR.me
in TT
\ t
O 10 O
• 10 >D
b C
e
E so �p •
C O
LL �
b b U
C
• `C
M !D A •
M `
Q. IF—
•
b p 1
• _ b
7 IT
°Rs $ssssa =- • - » -• • .. »
• Grain Size M YII IITptpp
COWks 0op _ _ Cpp,r MWwT rm fines
I Sand
LINE BORING SAMPLE DEPTH UNIFIED WATER
SOIL CONTENT
SYMBOL NUMBER NUMBER IN FEET CLASSIFICATION CLASS. PERCENT
B-lA S-2 5.0- Slightly gravelly, SM 16.
6.5 very silty SAND
—— B-1 S-3 7.5- Silty, very gravelly SM 11
9.0 SAND
----- B-2 S-3 7.5- Slightly gravelly, ML 16
9.0 very sandy SILT
J- 1215-01 August 1983
HART-CROWSER & associates, inc.
Figure B-t
Grain Size Classification
Sieve Anaysis Hydrometer Analysis
sits of Oosning in MOSS N,m.e. [f Moth W Is,US SIWdWe 9fed sin in mm
_. e a s t 1aaea ail tis9 a
p q
p m L
L b
b i
0 1O mom.
3
D �
m
LL O
w w U
O
O p m O
V
O
a m m li
q q O C p
�4 E pOC • ^ A Oe0 Vn ,u - !, .. -aa as a $4� a B $►i F •+ W.M Si[1 0 Mi11imH.n
Cobbles Onors. Fm. Coar[s Mpgm Pn♦ Fides
wo+.i s..a
UNIFIED WATER
LINE BORING SAMPLE DEPTH SOIL CONTENT
SYMBOL NUMBER NUMBER IN FEET CLASSIFICATION CLASS. PERCENT
B-3 S-4 10.0- Very sandy SILT ML 11
11.5
8-4 S-2 5.0- Clayey, very sandy ML 28
6.5 SILT
J- 1215-01 August 1983
HART-CROWSER & associates, Inc.
Figure B-2
STRUGT;IRAL VEyIG,i.J
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(Revised 2-15-83) • • �V���,d'�I
CITY OF ionm /
BUIlDnC 6 Z tMr` DEEPARTHEZU
KMM i slum, Lw. DATE
1411 - 4th AVE. BIRD.
RCCM 927 r
ccarrr c. wu;i 147 98101 PLAN CHECK
01 x
RE-SU&QTIAL
Please furnish a structural plan check for t1le foUa,,,g tuilriirg. kindly refer t�
the plan check number in billing.
NAME Ct LST 041 t i/u mo �-TAr n l
ADDRESS _ It l 11 Ar +`�
ar•:vIEMS
1. Indicate monorail crane capacity and locate in Section A/8. Also, provide
calculations and slab reinforcing
2. Centerline of concrete beam appears to be incorrectly called out in Section
3. Provide sails re Dort verif in allowable soil bearin ca acit uiv I fl
pressure, surcharge loads (if any), etc.
4. Sections F E G/9 do not agree with slab reinforcing called out on plan on Sheet 7.
G'^O:iiii70
n i
EB 16 198a
cc: RH2 Ei.,ineering
1410 Market Street
P. O. Box 1100 CNICK'il BY��
Kirkland, Washington 98033 S gna
Jay A. Taylor (2114/84)
OF RE.
-► z THE CITY OF RENTO:
UL
_ MUNICIPAL BUILDING 200 WILL AVE SO RENTON,WASH gwsS
n J$
o,PWILLBARBARA Y. SHINPOCH, MAYOR a SAND USE HEARING EXAMINER
�,P :RED 1. xAUFMAN, 235-2593
TEo SEPtE
March 16, 1984
Bob Bergstrom
Engineering Supervisor
Public Works Department
City of Renton
200 Mill Avenue S.
Renton, WA 9WJ56
RE: F ile No: SA-009-B4 - City of Renton Public Works Department
West Hill Water Rooster PUMP Station
Dear Mr. Bergstrom:
The Examiner's Report regarding the referenced application which was published on
F-ebruary 27. 1904 has not been appealed within the 14-day period established by
ordinance. Therefore, this matter is considered final and is being transmitted to the City
Clerk this date for filing.
Please feel free to contact this office if further assistance or information is required.
Sincerely.
F red�j�ma
Hearing Examiner
0491E
cc: City Clark
Building S Zoning Department
Market
1 410tP16 fc 5T/� ry� 1m ypq� f�
NIRNLANO 1"4SHING O 98033
e.R 4/5/84 p�eS1098.10
TO _CITY OF RENTON Ron Olsen
200 Hill Avenue ~
---- Hest Hill St-------ati —'
Renton -------
MA 98055
WE ARE SENDING YOU It ANacrye4 _. UrMer >eparata cover via
ShW draw W Prints
oft at wow - Chang,orOer o Fbm ❑ �Owa ❑ awuacaag,y
Original Specification— far'-
with all CM hest Hill Pugp Station
S re9Dasted
THESE ARE TRANSMITTED as eteCseo
for approval
ApproveA as suEmiNatl fOr your use ❑A RgaupnNf�_
'- DprovcM as holed .copes inr approval
As requested Returned l.i for f7 sub" CoPres for d¢tnDutwn
PDrraot for rr:Ter aM comment C1_ � n �n--.corrxteE prints
FOR BIDS DUE
REMARKS _----19,— frRIME$
RETURNED AFTER LOAN 10 US
COPY TO
SWIM Dan Ervin
•r'�aereY N we r aelir AYy aq.r r w�--.�--�—
• • � -its
Affidavit of Publication
STATL or WASHINGTON l
COUNTY or KING J
Cindy...$13 !Apt...................Mltg not ddr a+*rn on
.th,depovesandedysthat she.kthd _. chief..c.lcrk . I
e DAILY RLCOROCNRONICLIL.Ylwapger pa►Ilshodsi.(Ode...
e L That said weeappor Is a legal newlpaor and ItIs new and banban. env OFD A♦NI
IL., onnes I►ae .In ..,an prior to IM dale of publications referred to, CAUroA/tOg
prlated and pnWs►N in tM English long."cobtasallr as.a.s apairr MaR N@ Public Nottalg
puNb►ed four f11 times a week�n Kent King Covnt) Washington Us how sow aad doring.11 d sold time was palmed le nee ditce m.inl.lned.1 tM $adeg makes' -0 male ie� am mRtl
doressld lace of publication of mid newspspr.That the Daily Record oil'./IM 1 g 4 n. w 'an. W fir M
pp p. M4 at 4:N pia, artaaa b.
Caen of t►.Cove a„w►k►kit I.published.tsw0.r Rine Cannot,SupYrlr ♦ 1 gar pp�7gWS Gareayb d
h w ! r. eag,rid hM be dgrad ou plaosa
WUMAN a.That tree mdka.CA11..for...B"JL...................... tom c"*B"L'aPA"4M NN^w nCFihno 1. oon
ago r~'abed!d°► Pates and one I ddfave
Amara tad, r1/a kop"%%
TWO.... be
........................................................................................... Within too w' bnaee r etpl/Iravloaat add ec
coal*M
riaGlynswersommegis
.:.........................................._.rid l was pub olvinlnregulansaues land aaaMUfadtrana�!rrRad ap endW/eida
Mp Yaargataarl leaf d aW newspaper)once each roue for a period atM ba ry addbr r
Apporh pl.oi'and
Lhiw� ...............NaeKYUre luuef,commencmgon the and convect.......... ................... may baabWned
a any RAW Wodu flatter,
,,.... .1e. 84_.andendingthe wnee oboe d R! I~
...... taavr l►eIR'a brdr
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____,Ie..34,1sorndaies madod fine dspr we an
scribers.during
that Nch id period Tat the full
distributed to w sutr
scribers donna all d mid period That the full amou ee as�M caWOeApm` a
days atr bd aprrq TV,
charged for the ft,"V ug publication is the fum S.47•Q4. nmq rdnerpe
W and not be
has been paid in full a1 the rate of pr folio of one hun 'he nArW1
first immn%on and per folk*of ore hundred words for each sub"olwat A carolled check r led
murtlon. bra wlM smwer tN(SI
1 .,\, MM'of Nball arse...............
se
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One
ncl
�Pril_. . _ .,IeBY.. w27.In" d Ago 3'po
No Public in and for the Stateof Wuhtoun_.ty
ro�dmg ai Z11df Wing County
ff�b�P'fyS/U��Qrpp����A,Iii��I�Mrye i�JA((W���fppS'ry{lr'Mr�i(e�`�gt�f�ryrydd
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t.oua .fiat eneovi*owaweaw
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2` 1 Affidavit of Publication
City of Renton
rwv stsuing
Do Dab.Ly 4
oe�TW STATE OF WASHINGTON
WE"DILL PUKP STATION ICING COUNTY—SS.
Sealed bids will be received
until 2:a9 .,May{.19e4.et
the City CPo W.ik's office end will
be o oed and publidl'read to
the floor ConUcenreiteom The undersigned, on oath states that he is an
Renton Municipal Building.tad authorized representative of The Daily Journal of Commerce.
Mill Avenue South. Y newspaper,a dell
The work to be perm rfoed which newspaper is a legal newspaper
within tan working days from of general circulation and it is now and has been for more
the date of rommeraement un- than six months prior to the date of publication hereinafter
dot this limited
shall induce• ^efered to, published in the English language continuous)but out thibentrard to: g guag Y
Complete mnstNrtion of a is a daily newspaper In Seattle, King County, Washington,
isaft 1.place concrete water Ind it is now and during all of said time was printed in an
booster Rump station m6ud
ing too ban gpm pumps and ifficF maintained at the aforesaid place of publication of
me 1,0aa gpm en tnedriven .his newspaper. The Daily Journal of Commerce was on the
one
pump wllh at appune 12th day of June, 1941, a roved as a legal newspaper by
nances and aaessonrs. Y PP g pope
The City reserves the right to he Superior Court of Ring County,
reject any and%or all bids and to
wPeveany and fora❑mformali. The notice in the exact form annexed, was published in
tim
Approved puns and specifi. 'egular issues of The Daily Journal of Commerce,which was
rations and cuntmn documents egularly djstribuied to its subscribers during the below
may be obtained at the Public
works D�epanmeot affir,,at the Sated period. The anaesed notice, a
Renton Munlci 1 Building for ---
a dg It of 3Y.000 aarh set plus Notice of Rid Call
g2.5a to rove+po:tae..it mail. ............._.._............._......_........__.. _.. _.
ed.The dep;sil will be refunded
upon return of the Plans and "'- ....._ _...... _. ..... . .
Speeificatlops In good rondi As+Ti1 13, 2n, 27, 19h4
tim within thirt days after ran pubudied m ._.................................._...7 ....19..... .........
bid opening. a mailing
raA rer an
rber Ii k ll not be refunded ._�.....�..._..,_...,,._��. ,.,,_..__._.._..._........._._._........
A or bid bond
in the to n01 mmt f aenant _._„•Y.�._.�.._.__._.._..,,.�._.�,. ._ %.
m the mnal amount of each bid }
muse cil pa. earhbid
The Chris fair Practices and i
Nonl Di sc riminaliort Polidea � j,ls-tl�/ishel
MAJP kirk cox, Saba xfbed nd gw Mil b 6efae me on
cnyy dark.
I1,rlae of publicet ion m the So-
nue Daily Journal of Com April 27 . 1984
ro.—%nl ls.2a end 27 l9g{ ...._...-._......_.._._�. ... ....._.._..........
(49t1S8;
►plc fee ttµse at�a el(�Aaahlnaton.
Affidavit of Publication
STATE OF WASHINGTON sat.
COUNTY OF KING
being first dulysworn on
.............................C1Ddy $tpj2pp.. .....
.sth.dy,sesom1mysth.t she ;,the chief clerk. of
THEDAILI RECORD CHRONICLE,a newspaper published six(6)times. pfl fi g
week.TAet old newspaper is a legal newspaper and It is now and has been f♦1f�1 p��p�
for more than six months prior to the date of publication referred to, CALL FOY� rL1LftK.
printed and published in the English language continually as a newspaper WORD L�R•
NCO
published fournb times..,,kin Ken(,King Count W'aahimpon,andltlx g SWM n codes din datllaaa
now and during all of said time was printed in an olfice maintained at the Sulyd baps rig M T gW tighten but na M
aforesaid lice of publication of sat d newspaper.That the Daily Record cared wni 2'3D pm,Hq' halted On,
Chronicle M1as been approted as a legal new spa per by order of t he Superior a tell,w pw Chy peek's Ce.)psse nonetheless
Court of the County...hich it is published,lowit,King Count,, oft* a„s "be opened aeaM inglrpaaprdyry.
end sundry,tied M ft" lee bonny pump IWAM
Fyct Con4rmn michal Me on
Washington That the annexed,s•L.a,.,1...fC.w...&.7..ds............ Rraon kk,,py BiyJr� pings bona t.
rM
200 Ha Avarice= "gwaawri lny pi IPget
_.._..........................._. Toe work w M prt9pnae an SAWWrwas&V go
_.. _.. _____......___........... wnnw t" waiting pay
wmom"
From,me may olcomments, •C9J�raMdwygfa
.._. as it was published in regular issues)and 10teMde"y"pee OR Met
ri
not in supplement form of said newspaper)once each issue for a peod atd"issues" "y w '✓N
dppraysd plan("and
three spuJiadpu "e cawan
of ...,--....... . ....._.... ._._._ coi,secutise issues,commenciagon the drwn -WM*b k
w M public Wpkdyspan.
mail Once w Rahn
....___.. of........April..... .... . ..._ _ ..I9_84._.amtlaingrhe lb An"
wwdh0al lwOtiytr.an,
.. posedtmoos"arpu
82.10 b taxes postage,a
nwra The depot W M
hiduers a1W that such newspaper was regularly distributedaotf its sub Plats sh W$p*W �
scribers during all d mid period That the full amount of the tee 9ode rands"avi7a iMry
dare a ad opruy Tee
charged for the foregoing publication is the sum of s 4%.0,4which "aw"M nor be
hate been paid in full at the rate of per folio of one hundred words for the A climbed Mao. a lot
first insertion and per folio of one hundred words for each subeequpu
insection bad'v)esamwmlddw161
parent of the law transient
of cite typ mug somnpa,i i
.sTiba
and alis one iw Raodose
Chief Clerk il"MM1'al`°n
.........................._..................... sae..nM Mary"tAaauia g A1onr
Subacribatemiswomto before me this .... T ,,,,,,,,,,,,, ,,,,,, ad City r E�
He-
-,sd Claraa �,20
and 27,ills-A"
Nmar`yTublkc in a r the Stan m of waitgtal,
s aC10ngXXing County.
Federal W v
—Passed by the Legislature,19M,known as Senate Bill 21U.effective June
9111.1955.
—Western Union Telegraph Co rules for counting words and figures,
adopted by the newspapers of the State
sh.sl aas.ad see
• 0 4'- 7i�
9aaIW Dairy
Journal oioinmerce
IELa/l4ee 18911
ND COLUYBIA ST. I1O"11 e1731 BEATTIF,WAg11. MIN
Date-----9T Y 1.2?i_1984
City of Renton
Office of City Clerk
200 Mill Ave. So.
Renton, Wa. 98055
Notice of Bid Call 4825-9
Pump Station
54 lines @ 1.00 ner line 54.00
108 lines @ 90c ner line 97.20 $151.20
Published April 13, 20, 27, 1984
CHWSR 116,LAWS OF 1966
CITY OF RENTON CERTIFICATION
N[M1liT Or r(al Yaa�DIM•iNrN(D Yall Yla\DOMAY[
Dl[N iY11NIDN(D.T., L(Dvll'[D DL Npf CCD ON 1M[
1,40O.a(DI0DYL0 Al.L 0L DCa1D\p M(D(IM1,aND V.4t
CI.IY la 11 JYL OY( NND YYIa1D 00\1D..TIDIL
a I.LT T11L DITV 0r a(.LML w0 1WL 10�
.rrXolll!(p Ta wTYLNTwaTL 4N YOLICT 10
✓ 42,/OW/4.Sol. 37 "(3b) NISI ZP �4IhI6��
Pieaar ind d.A« ,t Nmber a itb Psymma f
Engineering
May 15, 1984
S1098.10
CITY OF RENTON
200 Mill Avenue South
Renton, WA 98055
Attention: Mr, Bob Pergstrom, P.E.
Fnginee�ing Supervisor
Subject: West Hill Pump Station
Recommendation of Award of Contract
Dear Bob:
We have completed our review of the bid proposals for the City of Renton
Water Project No, W-715. West Hill Pump Station, and we recommend that the
Contract be awarded to M.D. Moore Construction Company, Inc., the low
bidder on the Project. The legal documents submitted with M,n. Moore's bid
have been reviewed and appear to be in order. However, we suggest that the
City Attorney review the bid proposal before the award is made. Further,
we need to have DSHS approval of the Plans and Specs prior to award of the
Contract. DSHS approval should he forthcoming within a week.
We have checked several of M.D. Moore's references, and all of them have
given the Contractor an "excellent" to "best" rating.
We recommend that the City award the Contract with Alternate Equipment Bid
Itevn No. 3, which is a $5.144.00 deduct to the Contract subtotal for using
Byron Jackson pumps. The Byron Jackson Pump Submittals are complete, and
the equipment proposed is suitable for use on this Project. The Contract
award subtotal with the equipment deduct will be 5284,245.35, excluding
sales tax. This compares closely with our engineer's estimate of
$276,765.00.
Enclosed with this Recommendation for Award are the eight bid proposals
that were received for the Project. Please call if you have questions, or
would like additional information.
Very truly yours,
RH2 ENGINEERING, P.S.
Richard H. Harbert, P.F.
Enclosures
cc: Mr. Ron Olsen
1410 Market Street.P.O.Box 1180,Kirkland.Washington 98033(206)827-6400
T GZm iJ N O S E rd ,
- PUGET
PO�VE/�t i
Ma. 16. 1984
Cennis Heinekin
CHV Hill Eng.
1500 114th Ave. S.E.
8eilevue, Wa. 96004
Dear Mr. Heinekin:
7e: Renton Well No. 9
Interstate 405 8 Hwy 169
Renton, Wa.
Job 0 B-915519
Puget Power will provide a 277/480 volt, three phase service with a
padmounted transformer as shown on the attached sketch for a charge of
$9600.00, provided we can install our facilities on the site within
Cninc•y days of the date of this letter.
It will be your responsibility to establish the grade to which we will
set our facilities. We will not raise or lower the primary conductor
or transformer due to changes in grade, terracing or any other cause
without a charge. You will also be responsible for running all service
Conductors to our padmount transformer. We will make all connections
on our equipment.
Upon receipt of this letter with your signature which constitutes
acceptance of ov- o-sign and your check in the amount of $9600.00,
we will release this job to be schecvled for construction, subject to
an easement and a permit.
Should you have any further questions regarding this protect, please
call me in our Renton office at 255-2464, extension 4205.
Sincerely,
CIry r4
Marketing Consultant
GM/sn
Enc.
Acceptance
Date
f
Pule Sa ii Ca(ln core 6M swn.4ee,ua arm ` Or9v 98055 (40b)vb59464
' / �, •, t' F; ram^^ •-b- , ,.�,.__- - _ �,� , F ._.� _
e �4
_ .� .. .• ri. .. . .... . . : iMIWT war w.o _.e,�si
Renton City cc•_ncil
5/21/84 Page two
Public Heariig - Brown Annexation continued
Brown 752 on the matter. He then left the Chambers.
Annexatic.,
Petition This being the date set and proper notices having been posted
and published, Mayor Shinpoch opened the public hearing to
consider the Brown 757 Petition to annex a .38-acre parcel
located on the east side of 104th Avenue SE, approximately 300
feet south of SE )66th Street. Steve Munson, Policy Development
Department, described the proposal, designated the location of
the subject site, and advised that while the property contains
sufficient square footage 116,500) to subdivide into two lots,
required frontage is lacking. Therefore, a variance of the
frontage requirement woul6 be necessary to approve construction
Of two single family homes. He also noted that the petitioner
has been unsuccessful in his attempts to acquire signatures of
adjacent property owners t0 join in the annexation and enlarge
the scope.
Continued MOVED By HUGHES, SECONDED BY TRIMM,
COUNCIL
HEARING. CARRIED. MOVED BY HUGHES, SECONDED LBYETRIIMM, COUNCIL
ACCEPT THE 75% PETITION, AND REFER THE ANNEXATION TO THE POLICY
DEVELOPMENT DEPARTMENT FOR TRANSMITTAL TO BOUNDARY REVIEW
BOARD FOR FINAL APPROVAL. CARRIED. (Stredicke returned at 8:37 p.m.)
CONSENT AGENDA Items on the Consent Agenda are adapted by one motion which
follows the listing:
Marshall Court Court case filed by Lisa D. Marshall, 19133
on
Case Bothell, to recover cost of towing expense and cpartsvenu stre SE,
from he stolen vehicle, alleging delay and negligence pphe
r
part of the Renton Police Department (2/19/84). Refer on City
Attorney and Insurance Service.
Valley View Public Works Department submitted request by First City Development
Estates Sewer Corporation for sewer service to Valley View Estates, a 2
Service parcel located on Empire way and 68th Avenue in King County. re
Refer to Utilities Committee.
MOVED BY HUGHES, SECONDED BY REED, COUNCIL APPROVE THE CONSENT
AGENDA AS PRESENTED. CARRIED.
CORRESPONDENCE Mayor Shinpoch d;stributed a staff update from Policy Development
1-405 "S" Curve Director David Clemens regarding 1-405 "S" curve project progress.
Widening Project
OLD BUSINESS Utilities Committee Chairman Mathews
Utilities concurrence in acceptance of the low bidsed asL recommended bya reportc�ending
Committee Public Works Department of M. D. Moore Company, Inc. for the West
Bid Award - Hill Pump Station. The low bid, with equipment deductibles, totals
west MiI1 $307,269.22. including
Pump Station approval of the Department•OfnSociald i uandcHealthl an Services.ad specification
Committee further recommended that the for and City Clerk be
authorized to sign the agreement. MOVED BY MATHEWS, SECONDED BY
KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
Councilman Strad lcke requested the Public works Department provide
him with notice of all change orders and any cost overruns for the
Project.
Utilities Utilities Committee Chairman Mathews presented a report recommending
Committee concurrence in the Public Works Department recommendation [o
Burlington one-time rental charge in the amount of S1,400.00 to Burlington
a
Northern Northern for crossing beneath railroad tracks with a storm dra;nage
Agreement pipeline. Also recommended was authorization for the Mayor and
City Clerk to sign the agreement. MOVED 9Y MATHEWS, SECONDED BY
KEOLKER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED.
Council Voting Councilman Stredicke requested information regarding voting
Rules abstention by a Council member. Mayor Shinpoch advised that
each n fiber must vote; an abstention is permitted only for reasons
of a conflict of interest, which should be stated for the record.
ORDINANCES AND RESOLUTIONS
Ways and Means Ways and Means Committee Chairman Clymer presented a report
Committee recommending the follow;ng ordinance for first reading:
• � RECEIVED - �i
IMTER—OFFICE MEMD PUBLIC WORKS^EPT.
C"OF RENTON
1'0: Public Works Director Houghton
DATE 5/22/84 _
FROM:_Maxin� City rla tr
RE: West Hill Pump Station
Contract Award to M. D. Moore Co, Inc.
At last night's Council meeting, Councilman Stredicke requested
that the department provide any change order or cost over run
on the West Hill Pump Station project.
CITY OF RENTDN
ZEST NILL INN► STATION /pt
BIDDING CONTRACTOR BID AMOUNT
der-
"�y � tiPrdGYL.l-svcu� — 933 ?r<eJ s0
7
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�.rww[vrl.Kly cwwy/wuly
lE� DATE DUE 6/10/84
LR6'0701%
TON, CITY OF E
TOM CITY NAIL -00- l S/ 1,843.74
WA 98055
50640
r
4/25/e41 BALANCE FO WA1:D I 1[793.10
5/01/641 PAYMENT 1[02666 CR
S/14/64 1 PAYMENT M." C
CLASS t DISPLAY CHARGES
5/13/841 314 I 13.00 I 1 20.2e
LEGW ADV. CHARGES
4/27/84 R909O- 7.50 i --thOO-
4/27/84.-R9091-- 41.00 I -&*?was-
4/27/84_R9092- 49.50 i
4/27/84-*90 --- .00
1 4/30/84.R9106- �19.80-
5/D4/A4 -"1" 4.00 1 _44.40-
l5/04/84-99110-- 5.50 _19.80-
5/04/84-R9109 - 7.00 -25s2e-
i 5/04/84 *91I1-- I 23.00 -et-d0-
5/11/84-R91 IT i 4.00 I�I -14s40--
5/11/84_491i9- 15.00 I
5111/84 R9118 i I S.00 I 144.72
5/11/84 Amla 9.00 .
5/13/84-R9123- 3-50 -krwe&
5/14/84 A9125 - 7.50 ;74
5/16/84 R9127 CHAPTER 116. 1AWS OF IBM 6.50 43.68
5/18/84 R9144--CITY OF RENTON CERTIFICATKIN00
5/18/84-R9145-1 m us...+[w,.r•qn.. �0000
5/ 4,00
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YESRE A CORPOIA ION' EKENPT!FRON BACK VP Y17 01 I0448.00341501
MAWyNrwvsp
on OF RENTTO 4Ws. .,. 280.00 13.00 � 1E227.96. -
'
J i1p0i ti"- .00 615.78 PAST DUE BALANCE , I 614.10
� ,-.� ' to FROM PREVIOUS MONTFIS
PURCHASING DEPT 1. �`•` _ � 19643074_�
PLEASE SNO[ACCOUNT NUMM ON emm
BEST Ci1CONNIV APONSON [NO
SC DCK CORP.
11100E TE 7M
1/01 D:.1:T ER WORTH.
TN.SE♦TTLE,r.ASMiNGTOH%IOV
.m.c 1n�1
Aug 7, 1984
City of Renton
200 Mill Ave. S.
Renton, WA 98055
Attn: Ron AmmM 04--4 1
Please mention this file number when you reply: 901-14640
Gentlemen:
You are advised that we have shipped the locks for your facility
to the contractor/supplier indicated. The locks were supplied
with our temporary construction core (explained in the enclosed
brochure) .
IMPORTANT
1. Construction cores offer Erovisional security only for the
construction phase and should be replaced.
2. Permanent cores are provided at no charge.
3. It takes time to set up the permanent cores. To have them
ready when construction is completed, please provide us with
keying instructions now.
4. This offer is made at no charge for a limited time only.
Please reply promptly.
If we can be of assistance, please contac, us. If this notice
has reached you in error, please forward i� to the proper person.
Cordially yours, �(/I3
C. "CONNIE" ARONSON INC. No
wy4r I '
CM�JOB/FACILITY CONT R/SUPPLIER
West Hill Pump Stan Contract Hardware Inc.
AUG 1 5 1984
NUMBER OF CORES 2
• -E REPORT
-N U MBERyR N? 3370_8
PREVIOVSRPT
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:,,
Byron Jackson Pump Division 10116
1""""
Berg-W emer inausbai Proaucb inc
11)604 NE]bin Place.Suite 123.Kirkland.Washington 99033
Telephone 206.922-6116
16 August 1984
Mr. Dan Ervin
Project Engineer
RH2 Engineering
". U. Box 1180
Kirkland, Washington 98033
Subject: WEST HILL PUMP STATION, RIGHT ANGLE GEAP DRIVE
REQUEST FOR SUBSTITUTION
BYRON JACKSON JOB NO. 841-S-1435.
Dear Mr. Ervin:
In response to your letter of 7 August 1984 regarding our request for sub-
stitution of the Johnson Model H110 in lieu of the Amarillo Model 100, we
offer the following.
1) The Johnson right angle gear we are requesting to substitute is
rated at 110 HP whereas the Amarillo Model 100 was rated at 100HP,
both ratings being at 1770 RPM. Both gear drives have a 1.5 S.F.
2) The maximum HP required by the pump is 90 BHP.
3) Section 13-4 of the specificaiton does not indicate whether the
right angle gear is to be rated for the rated 'HP output of the
engine or the rated HP requirement of the pump.
In view of the above, we had originally selected the Amarillo right angle gear
with the 100 HP rating which was more than adequate for the 90HP required of
the pump, however, for delivery reasons and other reasons, we have preferred
dealing with Johnson Gear Manufacturers on this job and are offering the
City a gear of higher rating than originally proposed. It is Byron Jackson's
contention that either of the above mentioned gears were properly selected
for the use intended and are continuing a request for the Johnson Model H 110.
If you have questions or require additional information, please advise.
Sincerely,
BYRON JACKSON PUMP DIVISION
BBOOR'G-WARNER
INDUSTRIAL
PRODUCTS, INC.
Jack 0. nson
Senior Sales Engineer.
cc: Ron Olson
City of Renton
Chris Funk
M,D.Moore Const. Co.
Bernie Rupert
City Renton, Inspector
j
BMW!
Engineering Ulf—Mt�,1-9
1
aug•,st zo, 1984
51098.17 (427)
AUG 2 2 19M
BYRON JACKSON PUMP DIVISION
10604 N.E. 38th P1, Suite 123
Kirkland, WA. 98033
ATTENTION: MR. JACK JOHNSON
SUBJECT: 'lest Hill Pump Station, Right Angle Gear Drive
Reque^t for Substitution
Byron Jackson Job No. 841-5-1435
Dear Mr, Johnson:
We are in receipt of your letter dated August 16, 1984 requesting
permission to substitute a 110 horsepower rated right angle gear in lieu of
the 125 horsepower model we originally indicated you should provide.
Section 13-4 of the Technical Specifications states: "rated capacity of the
rig.. angle gear drive and drive shaft shall meet or exceed the horsepower
transmitted". This clearly indicates the right angle drive sizing shall be
based on the horsepower requirement of the pump.
We agree the maximum horsepower transmitted through the gear drive will be
less than 100 horsepower; therefore, the Johnson Model H110 is approved as
submitted.
If you have questions or require additional information, please call.
Sincerely,
RH2 ENGINEERING, D.S.
Dan Ervin
Project Engineer
cc: Ron Ols�n, City of Renton Engineering
Bernie Rupert, City of Renton Inspector
Chris Funk, M.D. Moore Construction Co.
1410 Market Strest,P.O.Box 1180,Kirkland,Washington 98033(206)827.6400
F REPORT NUMBER R
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PAII'IFII TEST %TORIES
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,
M D. `dOORE COMPANY. INC.
�o bon a"oa
•aw be ion+"_
RENTON,WA 96056
6E6M96
September 17, 1984
RH2 Engineering
1410 Market Street
P. O. Box 1180
Kirkland, WA 98033
Attention: Dan Ervin
Subject: West Hill Pump Station
City of Renton
Uan:
Reference is made to your letter of September 13, 1984 regarding
the inoperative street lights along perimeter road on the
West side of Renton Airport.
As you know, we have hit the street lighting conduit on two
occasions during the course of our construction at the subject
project.
The first contact broke only the PVC conduit and was repaired
by the City of Renton Traffic Engineering division.
The second contact occurred last week when we broke both the
conduit and wiring between the pole on our site, and the light
pole directly to the North of the site.
As of this date, Bailey Electric Service Company has repaired
the PVC conduit and pulled new condu.:tors between both poles
where damaged. This repair is made under protest, due to your
above letter, and a change order request or claim is forthcoming.
At the preconstruction conference, the City made all utilities
aware of the pending construction, and they marked all existing
utilities under their control. However, the City of Renton
failed to mark or even discuss locations of City maintained
utilities in the project site.
The initial contact with the conduit was located approximately
24" from the curb, and in line with the pole base.
September 17, 1984
M. D. Moore Co. , Inc.
Page 2
The second contact was made only after we made every attempt to
determine thelocation of the conduit, and to make sure we did
not contact it again.
The second break occurred, not 24" from the curb, not in line with
the poles, but eight feet setback from the curb. This location
is not one we could be expected to find the street lighting
conduit in, and without sufficient direction from the City, we
can hardly be expected to bear the cost of repairs.
Traffic Engineering also blames several other street lights
which are not working South of the subject jobsite on the
construction related damage to the power conductors. Since
we have done no work beyond the project site, and have repaired
any damage done to the conduit and conductors, we reject
any attempt to blame or invoice M. D. Moore Co. , Inc. for repairs
to street lights off of our project site.
As soon as invoices from Bailey Electric arrive, you may expect
our request for change order.
Sinc rely, (`M. RE .O„ INC.
Chris unk
Proje Manager
-_' OF RFC
o PUBLIC WORKS DEPARTMENT
_ CIESIGNiUTILrtV ENGINEERING • 215-2671
0 g MUNICIPAL BUILDING 700 MILL AVE.E0. RENTON,WASH aa0ea
9 n
P
reo SEPT
BARBARA Y. SHINPOCH
MAYOR
September 20, 1984
C. "Connie" Aronson Inc.
Best Lock Corporation
1701 Dexter North
Seattle, WA 98109
Reference: File Nt. 901-14640 - West hill Pump Station
Gentlemen:
The permanent cores for the West Hill Pump Station are to
be for City of Renton Key RW3.
Cordially yours,
Ronald L. Olsen
Utility Engineer
8LR/Jft
♦f RN2 ENGO EMING,P.S.
1410 Market Street LL[E t`7TP[EM OF ` "MARME TTIMIL
P.O.Boa 1180
KIRKLAND.WASHINGTON 98033
09124 84 1 09 .17
am.nee
Ron Olsen
TO CITY OF RENTON West Hill Fimp Station
200 Mill Avenue South Street Light Failure
Renton, WA 98055
WE ARE SENDING YOU .x Attached Under separate cover via__ _Me following keom
❑ Shop drawings Prints ❑ Plane ❑ Samples Slsectacatbm
J Copy of letter - Change order C'
CM pare No paepeleTldY
1 09/17/84 Letter from M.D. Moore regarding street light failures in the
T vicinity of their project site.
I
THESE ARE TRANSMITTED as ct xked below:
I. For ar oval Approved as submitted Resubmit__cophes for approval
❑ For your us= _: Approved as noted Submitcopies for distribution
0�I�tAAs requested C Returned for corrections Return—corrected prints
CRor review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAK TO US
COPY
SIGNED: Dan Ervin
ec� ,ML+tii.wliI 11.hvive,ea,er.w a...a.a..1.0,.way•,in w...
PHI
Engirwering
October 19, 1984
S1nOR.17 (111/0)
9r, ^hr'i'i uok
M.D. MOORFr COMPANY
D.O. PDX 96n3
Renton, WA 98056
Dear Chris:
Fnclosed is the color schedule for the West Rill Pump Station in the City
of Renton:
1. Floor 33, Medium Plue
33% White
33t Rlack
?. CuncrPte Concrete Gray (Tnemec aPG67 or Similar)
3. Doors, Ventilator, Louvers Tnemec aAZ42 (Hidden Lake)
4. Door Trim, Ventilator Trim,
Diesel Engine Housing,
Paint Storage Cabinet,
Workbench Rraekets, Crane
Rail , Muffler Snppnrts, Tnemec ARA29 (Fjnrd)
Drive line Guard, Right
Angle Drive
5, Suction Piping, Valves.
Fittings, Pump (leads Tneml.c 07'12 (Hidden Lake)
6, nischarge ?iping. Valves.
Fittings Tnemec ORA?? (Fjord)
7. Hoixt and Trolley Manufacturer's Standard fellow
H. Piping Accents (Handwheel
Actuators) Tnemec ORV57 (Safety Yellow)
R, Fxhaust Piping 110 NOT PAINT
in, Handrail NOT PAINT
11. Gratinq DO NOT PAINT
1410 Market Street,P.O.Box 1180,Kirkland,Washington 98033(206)827.6400
Mr, rhris Funk
October 1P, ISR4
Page 7
17. Electrical Panels and
Equipment Mart„facturer'S Standard - DO NOT PAINT
13, Window Frames DO NOT PAINT
14. Fenc ng DO NOT PAINT
1S. Fire Fxtinguisher,
First Aid vtt Manufacturer's Standard - DO NOT PAINT
16. flectrir "ntor-, Mamrfacturer's Standard,
Touch-up as necessary
17. Miscellaneous Coat as directed by the Owner on site.
It you have questions or require additional information, pIPASP call ,
Sincerely,
RN7 ENGINEERING
. P.S.
Dan Ervin
Staff Engineer
cc: Mr. Rnn Olsen, City of Renton
Mr. Rarney Rupert. City of Renton
Engineering
November 1, 1084
S1098,17 (1/15)
PUGET SOUND POWER AND LIGHT COMPANY
620 South Grady Way
Renton, Washington G4057
Attention: Mr, Gary Moritz
Subject: Power Supply for the City of Renton's West Hill Pump Station
P,S.P,L. Job No. 9-0612362
Dear Gary:
Due to the dispute between your office and the City of Renton regarding
property easements for the transformer location at the West Hill Pimp
Station on Perimeter Road South in Renton, we request that the transformer
be relocated to a location within the right-of-way of Rainier Avenue South,
Enclosed are three copies of the revised site -',n for the facility showing
the new transformer location. Thank y,.0 for your patience and
consideration on this Project. We look forward to a rapid resolution of
the power supply problem for the Pump Station, Please call it you have
comments or require additional information.
Sincerely,
RH2 ENGINEERING, P.I.
Dan Ervin
Project Engineer
Enclosure-3 Site Plans
cc: Mr, Chris Funk, M,D. Moore Co.
Mr. Ron Olsen, City of Renton
1410 Market Street,P.O.Box 1180.Kirkland,Washington 9.9033(206)827.6400
STATEMENT
PACIFIC TESTING LABORATORIES_
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RENTON, UA
DATE TRANSA on W40CE MO.
Epp, CHARGES PAYMENTS
08/33i84 INVOICE 18891 8408,0025 469. 5
11/20/34 LATE CHG. 10891 0408.0025 7.05 �r
09/20/84 INVOICE 19140 8408.0025 128.25 Ar¢pWp
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COMPRESSION TEST RESUL[TTSBy
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•1ME VERYrECXr i J.Q.I./.I l�.�.Ll � _ JQ U.
�_
Place this manual with personnel responsible '
for maintenance of this valve.
•
C LA VAL C O.
automatic control valves
1531.
•
FLUID CONTROL AT
w
INSTRUCTION MANUAL
•
CIA-VAL CO.ME wsmr.
CIA WL CAN"A LIM. f�.• .,c...d
CVCI 1( )3 a DIST CODE 002 SHEET I OF 3
CLA-VAL CO. _._... v.6o_I I ... 9994I 7
>UMP CONTROL JAI JE
3 'of
• ,3 2A
a I
I i n o
29
L
III
I '
I '
- CJ A
9 INLET �.�\ OUTLET
Q COY
yu I I 'T S
al '� �� •�IIG COMrOM•MTa �
h
Eck Ia N VA-VEI I I
ASSEMBLY
I IC6
• 'i✓ � OrTONIL Il1TV•! lVIl1•
:ice
I �
95941
7 I
M.•M
' ••"•I-22- 1 eV
II'J"e CONTROL VALVE =• 2- 7,
.w. DIST. CO'7F 002
I• " S13LEN)ID CONTRh I 17_ RAT— NO
SCLEFEA7 LIFE
CONTROLL THATTCHANGES IF ZS A DIRECT ACTING 4-WAY SOLEW,DE-ENERGIIED. TN USITICN WNEN THE COIL IS E ID
'-NMtL�ER OR FnW IS L -MAMBIEI; OR REI,IEVES PRE^,StIRE I ENERGIZED OR
OPE^AT ERTROL 4_MAMQEO IF THE MAIN V HE COVER IGN SHOWN IN THE FOLLOWING 7A ALVE PROVIDING THE
TABLE,
i SOLENUIp CONTROL <aI 1 1 i
MAIN VALVE MAlN VALyg
POSITION COVER MAIN
PORTS CMAMEER POWERTROL I v4LvE {f{
ENERGIZED iNN&Cy ClNN
S. pEp CI) I
PRESSURE PRESSURE POSIT ON
I GE-ENERGS- 6 .D. RELIEVED AP IED
.•!.. SURE N
AF PL IED ESSURE I
RELIEVEDCLOSED I
II. FPENIN_ I .FFvD� rlr- �
CONTROL
BAG.. 'INRURJIiT'Ni.Lg 7£M E •PENING 'oP£ED OF THE MAIN
VALVE. TI
JRN THE
VALVE OPEN SLOWER. CL.%o WISE TO MAKE THE MAIN
r_LOS.ING SPEED CCNTFnL
1 F.OW C.UNTR!-�L I "A)
VALVE. TI R Cl-INTROLS THE `:LOSING SPEED OF
--{ VALVE CLOSENLOWERaCIJUSTINC• STEM CL.)CI E Tp THE MIA IN
MAKE lWI3 THE MAIN I
i'J. SWITCH a'I ME Y
tiW LM AS:. M FEATUR a
T'_ T HLY ly E-TEN Iq TTH &Y A 7- ' EXTENSION A7TACHE,
HE MAIN VALVE ;TEN. THE �,WITCM ASSEMBLY IS. FAC TpF�THE MAIN vTii ACTUATE A SSLGLE SINGLE-POLE I-IRLE-7HP.OW •:WITCH WHcN
ALOE IS ALMOST
?FAN• THE "SPRING• LOADED SWIHEN ME MAIN VALVE RELEASED AND RE7UFNS THE 3WITr_ ACT,, LEVER
v. DLI H TO ITS NORMAL POSITION.
W N MAIN ._L•�E 4 !NL c
9 'TTLE VAL..E t`7 : ..,
� PRESkIRE EX'_ZED'S CUTLET PRESS!'FE
MAiN vaLVE 111 'D'JrL-CT lN7EnLQNNEC.TlM: R' 1 aN0 O PRESSURE S I WHEN
-"XIECTc VALVE t-I SHIFTS INTER,t EXCEEDS iNLR PC ES GIREI:T'I TIE ii!`}HES.- a -INNEi.ifNi M11ATS E!_L'n^E
F E'SSVFE fNTG T!E PILOT ! AND :. 7Hie
=Y'S TEN.
" .wnM w . .J...IJ'..1.Aw�.«�' "w w.w Jw ..rw. •
CVCL 1 2 ) 4 SYEET ) OF t
—_ 95941 g
„'•" 1-22-Z1 Rv
PUMP CONTROL VALVE �<"•O Z•G-v� r,FR
--- k+-• 01 ST. CODE 00
OPERATING OA?A — CCNTINUED
VI. OPTIONAL FEATURE OF'ERAT:NG DATA
SUFFIX "A" (FLCu CLEAN STRAINER
A SELF—CLEANING S.SRA:N R t> INSTALLED IN THE MAIN VALVE
INLET BODY BOSS WHICH PROTECTS THE PILOT SYSTEM FROM FOREIGN
PARTICLE:.
IFFISOIA?:SON yALVE>>
Chi CGCha IB' ARE !USED T.
ISOLATE THE PILOT SYSTEM FROM
MAIN LINE PRESSURE. THESE VALVES MUST BE OPEN DURING NORMAL
OPERATION.
SUFFIX -Y" IY—STRAINER)
A Y—PATTERN STRAINER IS INSTALLED .V THE PILOT SUPPLY LINE
TO OROTECT THE PILOT SYSTEM FROM FOREIGN PARTICLES. THE
STRAINER SCREEN ML:T BE CLEANED PERIODICALLY.
Vi I. CHECK L25T FCR FRi PER CFERATICNi
( ) S.V'S 7EM VALVES OFEN UPSTREAM AND DOWNSTREAM.
( ) AIR REMOVED FROM THE MAIN VALVE COVER AND PILOT
SYSTEM AT ALL HIGH POINTS.
1 1 Ck- COCKS (B) OPFN (OPTIONAL FEATURE) .
( ) PERIODIC CLEANING OF STRAINER (v) 25 RECOMMENDED
• !.IPTIONAL FEATURE).
1 ) CORF:ECT VOLTAGE TO SOLENtiID CONTROL ( 3).
_. N'V Y W.•YY,.<,M NY T� Y 1 .Y. ..... �ww... :
CLA VAL CO. + + 1
POWERCHECK VALVE MODEL 100-03
f
DESCRIPTION
This manual contains mtormation for m3taia0on.operstron and
me inference Of'no CIO-VA CO M-03 PowerCNck.an aV omatit
vat's designed fO,uN where mdepeedent operating Pressure is I' r deaved.ot when It"fluid a unsuitable as an operating medramliver,`
This vw si Is a hu vOull"Oh,opera.ed.diaphragm type.globe or j1.
angle cattail,va!ve.11 is Angle seated and mCorPONles into
"sign MO operating chambers Haled from one another by a
Ilov ole synthetic rubber diaphragm. on,,,Ury ",I." t0 ire
upper Chamber Clow the vale; when applied to The lower a a Cnambec it opens the valve. _
M
With proper pilot Controls. the vale Can Pre held many unless
i
faith tic co potion.Sellseen tiNy open and lightly Niched unlade
a valve
closes
ses t p v nt Isla how Id aCCuria m when CRe me
vatw<bH$To prevent.,urn how repaidlesa of the diaphragm
poai,tOn
INOTALLATION
t. Allow sufficient rpem MIOWb the valve assembly to make
adluslmena and lot OlsesHmbly.
NOTE, BEFORE THE VALVE 15 INSTALLED, PIPE LINES
SHOULD BE FLUSHED OF ALL CHIPS.SCALE AND FOREIGN
SMATTER
•. It is recommended that hale or block rajah De installed of TROUBLE OHOOTIP'R
both the upstream and dOwnitreeri aides of the IW-03 to The IOIIOwag trouble Shooting, ^atiC desls sinctry.,in 1N
facilitate ledla'. 1g the rain 10,pnrentatlW maintenance. Powerchack Valve;however some 'possir causes'will rater to
Components that may exist in the vane, al Control systems
3. Place IN rsIve In the Ilne with flow through the ratve in the avAllable for the valve. All trouble shooting fs possible without
direction I"Icatea on the Inlet name Date or by flow snows removing the valve from the line.
and with the corer"UP Other Pros' -s ere not accoOlable aue
to IN Check faalun. SERVICE BUOOESTIONB
e When a Pilot control system la niStailed on the POWWCheck Service Suggestions Chart)
Vain.esOMSIODrbent Iomega.Ill,lSnedesesrytO femOrs CAUTION: Extreme Care should be taken when servicing the
,Rungs or COm,onents.be Bore the,are kept clean and tablet- vale.Gate or line block valve$ must be CIOfo] wPstroam and
ad in the exact order of Hri Cawnslream Of ter valve belare Mating dgesesmbly.When then
are na block Or gate ralveS to ISOAIS in* PowelchKM Valve .1
5 MW 'he valve Is issued am the system a fire,preaaunlad Should W 1e462e0 that the valve Cannot be serve,, under
rent air from ter Cover Chamberm and tubing by tooseng In Pressure Steps must be taken 10 remedy this situation Nlofe
Price at all high poa4. Ploceedmg.
' r
1
t 1i i 1
• _-lL
VALVE OPEN VALVE CLOSED CHECK VAU E AJTION
Valve opens wed vain opening pree VeNO CbAea lighter wMnaWe-mg Pres. When a spiv:Condition Or Pre ufe ran,
furegrM,MeO lrOm iN CMngai appra 1V10 q Appuld above the dgPn:agm and HI OCCUR fat valve tow CbHe to prevent
ter dgpnredm are applgd to the Chem remova0lront pegw Ins,dq ur,agm relwn how
ber,,,low the alepnrpm
N rpOaJ RIM,
SERVICE SLIGUEBTIONS PREEOOM OF MOVEMENT
•POSYSLE TEST The following procedbres can be used to r ermine i11M vale$
sYY1I0Y CAUSE .,MEW" REMEDY opens and closes fully. During this test in. diaphragm can M
Volvo 1.11. SNrn atu:Y,n vent ONve,I., N.S.bN,or Checked fair damage.
IC CICM Caen[ VuM ['wined App'I We Yl .. T The POwrcneck Valve wise have a contra to a".and close the
pNrv`w"Wif In Cher pre.1p UUN ke
.,aw vwre bu senf mOn vilivwCover Position IN ws In*valve
that pressure n applNO se IN
Lwlm sea« iron area jet.t On Cover mock Valve(abeW the valve dO anfro Tthe co prole IN
fCW spores Poorrches inChedk the dire, from the control ihel
room e'Ap ,` powAprier pn.unm plYrk,&q*rM discharges to atmosphere.
Or roes.uaPl Valk w e Or tw shisrepnl
Men ram ON, wa verse a tiplka,diva 11"d the liquid from rho lows daphra ng chamber rs allot
cow.hort irri.'A rove iie' iM diacherge afroul0 stop.It the aacbrge continues atterIM
,lip In. normal Vela It take$10 drain mom the diaphragm is damaged,
(gaps or the Stem Out Is top",or IN Stem bring is leaking.If IN
Fared,ob ci an Va.aLYJ oli, Try Speer discharge 1!Continuous from bothchambers Insn mere is a
ve val fast W r, Yy cb.n row a la�pxnwa p0asibllLy that the diaphragm or the pilot control is damaged.
pan w.r Thl.mpM
P..a,.them Il IN ear"rs eguippep wqh a"Dry Drain"(control dram piped
Pact l'mr. .I, to downstream end of the valvel then same procedure is follow
di«ssrrva aN ed eiceat the Cat Shulolt Cock on the downstream and of the
remark", vat" mutt N ctOsed and the drain line disconnected and
OMIrKIwr'. drained to atmosphere.It can then OR CnKked a!spore.
Freese,rql M wY.wry QyCk Cgl,d
IN'saw.Imm pr.«un n aelN ream.Tear pme 2. MossufM l of the vertical Iraysl of Ins Stem (dlaptkagm
otVM can, 'e«fed Or CaYY a Ilppy mans be cO.rrl4 np a hnvd m1. pb4mw re$
se$embr y)will make 11 possible 10 determine,of IN front,of
ma ch Inmer m Stroke is re$ihcled.The following Chart Provides this meaWre,
ww Own cia.a mom! It Is necessary to have ORNr the atOI Valve Position In.
Not b'wneay dlcalor or X105 Limit Switch Assembly installed on the vat"to
oP1 IN pe«. C wer ig a yl suaily check the travel.
aware not tw Pvge r mil ceps hnl' Imo
tiro mtn valve .pwr pup to [per chumbe, Mark the patitlon of the Stem on the a1O1 or A105 whed the
pew wa Par Carl C1t2 Cocks vat"is closed.Reposition the control so that pressures Sp.
p'naue. In control nm.a plied below the diaphrogm ant•the corer chamWr is drained.
Innflwwt hN CNtk aw E.taroh Ile. Determine the talent of the rem travel.Chock this mofmNm
pass. pmsun pr.arue. with the Stem trawl Cheri If the stroke is different than listed
Valve fail. Step.Iota m ven•co.a Appy (5%to 10%)then msre is good reason to believe something is
la spoil Np«d ar«mil- y U`ri la ower am.YI rMwrwl lnephaniLlN reetnchn the alydke Of the valve at ON Slid of
[Veen pool. If CnMOar pat.V.or y g
the atapng pm i latravoi If It is determined the.door does not slop through IN
bwn.and cwae valve when In the indicated"closed"por lush,the obSitudur
an.cal.aap°pl. probably Id Nlwe$n the drop and the seat,Or in the power unrie
wrC diaphragm Apply p"sun n 01s. Nble aN chemical NIOw the diaphragm if the Dow!tope,the obsVUG
Pr bp..napr Mwle vnt npl.o.anWrrapm Sion Is likely in the Cover chamber above if-diaphragm or
.wit inn 'Nun.,nif C ye$.ens Cr rn Nut valor poeslbly also"the disc retainer Rotor 10 the sactranal YMw
^AM oM!mupuf Pam nN
o+rpm cow under,Principle JI OpopbOn.
Ike main era p'C 1f opersbon Of Ine valve a few limes does not diredge the
fawgn attract vw..cares.' Try aprrvp loroign Object obstructing the diaphragm assembly (mom)
top or air ra W wen I Cqn ui qr"a few times increment Ihon the valve mull be disassembled and me pro
twnr Pr.war Ths mpnt blem located and corrected.Sae dese$aemay instructions.
Pinknope No m
Pat II Insn
an"e.mpe And
ranges IN
COalNcnan
PI"!un IIOI A Cp.n a nitnp or CNaO ponied
v`g lessees in nn`an f plop $a.Check
NYV tlW�rOM r�Cm cw ti/M or PW cal
cnanpw It crow 1IN..Cron W
ahwm t any pu0g.a urwp STEM TRAVEL
ano.eve more.
...rwill, fully open to fully closet
Oprnlrp Lma.n..lorp In CMwt NQN a VALVE SIZE TRAVEL
prawn aatw IN. he lw 1. yP hurdi'No INCHES MM INCHES Mill
pled mite pew" I k Iw prove powP unit
pre chaeebar at IN.min. cniumpw. 1 25 0.5 8
valve ck wan pep Or waM The ant pro Rep.:"wan Ill U 04 1C
pen 404P Won henIsm We lye 40 04 10
°°cat" 6W.wnra the 2 50 J E 15
verve.M mwLL1 21/, 65 01 la
Some oune 0 W 0 8 20
0" MINw depwna Remora anal. pweemPa and a IW 1 1 25
wear oh ren raw hom pool cow
atrww on lip win power win '.pro M,p. d ISO 1 1 40
mane.are$aD d 200 2 7 5S
0,Inw anise, 10 250 2 b
1. Cowl bill 000 34
on, % •
C'u pawar it
enw 1a 050 99
nar am e6 aW 1 5 t1e
ope.rw wham.
Ilan
•Any1W1g Oliver myaen`rt rMKi44r'g pmaly. —
n"pdsfRtLr,1 RT.L•Vl►2. CO. Cr vrrnry Arnrh. Cdil"raid
MAINTENANCE CAUTION:During",Vice Wform ,on the atom assembly,
Preventative Mainteinanoa the stem surfaces must not pa damaged. It a Vita W Omar
holdingOevlCe Is usec to find me stem.soft laws of Dress a
OTha OIe Val Co.Powerct,ecx Valms,epwre no lubrication a DAth Copper must be uS"to protecl in,Gfec,eon grouts furl...
nfi and A minimum of mamlanome.However, n".0 a pe rnsW of die Stainless at"Slam II Its stem Is rnepec".mouth,or
IOn schedule Should be established 10 determine now the fluid Careful dressing an Micro the SIM to its crlgmal co l.w
velocity..well as the substances OPCUMO m natural waters ale
effeehrp the valve These Substances Can be OiaiOlrsd mlM,u ,
Colloidal and suspended parties. Effect Of the,, actions Or 6. Inspect Its threads do the stem. Mineral deposits that one
subetalces or W deurmmed by mapeCDOn. rant five nut,from turning must be cleaned from the threads
7. A 5. solution of munahG acid will action mineral or scale
DIBABBE MBLY 0111I0 assist in removal of nuts and the general cleaning
of Cans.Flush Me parts thoroughly.,in water Imm"alely
I First mark Ine side Or the Wln Cpnr,power unit body and after than Can must always be oxwel,,o vine..handling
vane poly So that reassembly of thaw parts will"exactly aud.Mad the warning label on the sew conlamet to be sure
as removed of correct"In"of use and disposal offer use.
2. The Pow.,ChUk Valve Inspaclron Or maintenance can De ac 6. hold Ins slam w a vice wun•on lava Jose above,when,empv.
COmplian.d without femoral Of Its valve body from the Ilne. Ind Its stem nut.Slide off the assembly rnvmq a Complete,
Shut tiff pressure to the WIW,both inlet,ou1k1 had mdwan dlsassamDlad upper Stem aaaembly. MmOve me disc and
dent operating Pressure when used disc retainer from the lows,stem Pater to the neilwal view
WARNING:Maintenance"regional can De,nlurod and spudp, Of Its Vol" size being winced. This will assist m the
meat and property damaged it disasme fly is attempted with disassembly procedure outlined above.MaSUrAbjy InsfuC
pressure in the systeo. lions outline pro", procedure and Quantity of spacer
washers This Is especial,i h,,,Ant It the disc Is replaced
J. Attar pressure flea bean WIS Of t e fee valve Control g Check the upprr and lower seems for scale and inoom of
roles and operating i na sben Of trio vane,remove toe cote movement.Ineall Its Iowa,rem into the stem(upped.The In
and and h Posiing,tion
ion of a schematic and
of Its asor oasbl,or hoe san,Ion fully Of than pans must W floe from binding e
and sketch tubing
inn of a Cont and controls for rannov,d Y.
Replacing IFalnq into the control"Vie exactly as removed " refialana.Ceara and polish Its cause
In*Check
Dana.Mat 1, ad
neceto'nalf.ry.Fai,and reaasly objecause
eSerio Serious
damage to valve tofunctio of tn.ea Darla:oYld cause theCMck 4alunW L1
to mUluncbOn and Possibly ceases.encase eamapa. Io IuOchOn.
a. Aemove cold,nuts and Cox*,.If the vat.,, ..s boon In sar its
Id:any length of time Chances are the COYN will have IO b,,
loosened by dliVIN upward along the edge of the Cover won a
dull cold chisol.Ses Figure 1. Inspection of Peas
1. Returning to Ina valve body In the line,the$eat Should now"
Impeded 10r damage. If the Seal ra°uuea removal use the
following tools.Seats In"in'on lS'and M'can"removed
with A"a SOCkst wrom:h,Seats in valve SISea 1'through 6-
should be removed w::n accsSwi%.109 Seat Removing Tool
V.I.c°wr available from the factory.Seats In Volvo alzs 6'through Is-
may US emsvad with a acr.w driver. 11 upon removal of the
.crewl tea seat cannot W lifted out.It will be necessary,to use
a hard rubber mallet And lap the seal cen
2. Any buildup of mineral or Use should De Cleaned from the
vane body at this time.Inspection of ins cover Soo power unit
body$."Wei that contact ma diaphragm Is i Collate.Clean
�. SAO Smooth,with wall or dry emery paper,any roughness mat
Could damage the dlephragm.Inspect and oU1n1ltlOn Ine sur
two on the upper arw 10w01 Olophragm warners The Perim.
slot Of the diaphragm washers IS'no moat likely area t0 cause
diaphragm"of d the sudeca u m t smooth.Take extra cars to
Dull Cold Chisel rAngu upwaw mµe this a amWth finish
a.mien.s°paS141q
J. Inspect the stsuer unit bea•mfi I ring mat IS,n con
Hwnma, Tact with the stem.Pit Iss.,wrrn,nicked°•cut
.replace n
a The cover Dearing should also W checked for"easel's wearr
using the up",*no of Its atom 10 Check for eSceaS,ve tela,al
T'vemenl.A special tool for e.ch US valve 1a available fmin
FIGURE I. a fUIOrV to remove Its Cdvef boamg Cover beating
replacement is Seldom nece.eary
5. Irepect the diaphragm for cracks or Chafing. Replace the OIA
NOTE: phlegm it damaged
III block and tackle Or a power hotel Ia to W used to his Its 6.Inspect In*disc and replace If the surface IS damaged or worn.
Volvo Cover mean a pro"f en eye Don in Dec,of Ine...... If a nevi disc is Trot ava labls.the existing C,sc Can be turned
Cover plug.Pull Cover slralgnl up to Swap from damaging the over e."amg the unused suHece IO,Cenecl.Im me beat
• Power unit Stour bean.vp And upper stem 7.The disc guide should De Checked end clean"of sealed eno
5. Power unit body can now be lifted from Ina valve Dody The mineral deoosie.Due to the Close t.iennc#Wl*"n the Outor
Slam wilt, dl.pt ragm vol be nmOW woh the power unit periphery Of The disc guide and tit!miter area of me valre seat.
body. The disc retalnar assembly woh Iowa, slam will nO Scateor mineral depcsos Shoub Oe Overlooked
Separate(Check tealu,e)from In*upper Slam and power unit
body
rl11pW IR,ys11
REAYYEMYLy
TO reassemola.'evlle me orper of 0r14ssembly 6 Relaseli the-onti 1 o Irstem and lutmp svatny'art Yea be.t 11 tea plc nas teen remorad. n s mpwtam mat correct 'ore dsassembly
pleasure by On In,dNu 11"the J."gw0,when the Idwl 9 The Powarcn,Ck Valle can he paled for light clo
ham fur 15 light Use IuIN,N spacer walnery t0 Meinm vas wel7�
Slight pfassc'e lby hs"i indentonl On the disc Indenllpn as the pressure Ofnass of Not seal across the dupcan al Inlet 1>
should De Light Refer to seat and disc Itself drawin s for toMak or independents No,rig pressure can 81sp pe u
OCallon Dt sDacef vi 10r various valve axes. p to cnKk me Neenlas and halal of In,diapnegm aesempq.
%fw to the operation paragraph and principle or ope aL NOTE New discs Al usually uoulw a different pumper of s'ChOnal hers for opening ano closing oplallOn
Spacer washers to obtain the right amount of"grip"On the
d4C a The OONyMSI,M pf"list lti valve remains Clow
2 MACY the •err Item assembly onto the lest will in*disc If b If the Control s,NsM,nas a DilOt Or control that can MS..
contact w1.1 'tie wire seal 0 a large sating H'.ON.a'omy, rich the valve to a closed MS,,W,put the C,N in a p03r.
was romoved-Pon disassembly,replace On top of the chic's. NOn to CIO" the PowerCh,Ck UCkrng a Control, ..'at
Leiner Pleasure must be connected to the cow of Ihe Power.
Check Van,.
J. Tne dew, unit OOdy wqn gasket. ID Betope 0 unit)or
o-nng,CAN he med exactly
wan the a SA e aura m*power unit c Open upstream pats or Che pock valve lust enough 10
sacbM Is replaced 4acUY In the acme pesluon as remorad avow now
TT"end OI the IOwaf sum will O,risible in Inis."fer of the d New the power unn pod
power ufllt Caning Care must be taken a0 the power unit mOfpNr, Tne power unit pitCantor
pe ahON, open
do the
totaling or Iowa stem is no,damaged during this*SWuN A NbOSOh f pehe used
NOW may W necessary for larger valve axes
NOTE Vales,a'Inru 16' ofa an I-rin body to a DAytehy d-sCOnnecl a fining on IN,discharge Id.Of the
Seal- Dunn 0 Y Dower Wn: lair, DO not remove fully uness this is no g placement ohm ins OOdY apply•light *eightll l prossure.
gr""into the power unit glOOre lO hold In*o-nng in place I Altar the vabe is In m,Closet wh'n installing on the body "Silicon shoe IOr a tay.Minutesin
all a,* a of d Dower units in should$1se Thies Will he
A. Install ig the' Uhl Lem the Iowan diaphragm washe"1st, dleeta a good sea across Ina valve seal and the
stemfull In' udder s.,,.iy 1 I weather, COIN' screw the diaphragm
steel nut and tighten Cannot Ovaly ao the uSIM and IOwar
dtapmepm washer"'&to pe turned on IN.slam During the
tightening of the up"'stem heal,tea stem should be held in a
uCa --in SON Crane laws. The upper stem ano di gm
the
as" ta n mblY n ow pot IOwaraff Into Ina power unit ON
follow end of in,atom Slitting wan to be And of m,IOAvstem. USEFUL INFORMATION OR MINTY
More the udder Stain Ana diaphragm aeaembly up and down
to Check fr"dOm 01 mOWmenl Of the lower and u t The chamber
above
vs.lb diaphr OI Ilpulp dyCnafged ffOm the
D"r,tam cnampM ad pve me to fully o when the vafw moves from the•
CAUTION,DO n01 IubnGta Or grad"the NIIOw end OI upDel fully C10NIt p011llOn to Cully open s as follows
swam Of upper and of 'no rower stem. This could Cau3e the
Cneckf"turuOp Oc inoperalira VALVE SIZE DISPLACEMENT
5. R"eC' Corer chamber spring on the upW diaphragm N 0.3.0F1.Ox. 01 tsars
wasnef. W 0.340 It Ox .Ol Liters
NOTE SOLO'wlw!MAY not tare a Cover Chamber springIva, O.IOD FI Ox 02 Liters
002N)Gat 10 Liters
6 RIAC. the coves on the power unit gody aligning the In", IVY 0.020 G41 10 Liters
mama Secure Ine c,far wNth 8 stuff nuts. Tighten the nut. 2' 0.032 Gal 10 Lien
firmly with a cross over pattern until sip nuts All light. 2n 0'043 Gal 20 LIIen
J'. 0.000 Gal JO Liters
NOTE Val.axes I-tnru J'Ira booed.,In 6 hue Ate" 0.169 Gat 50 Liters
unit body to valve body)And 8 nuts lcorl tp Ipown 6 ' 0.531 Gal 200 Liter
Tighten Stud nuts firm) wile t unit body,. 6' t26p Gel a IS Liters
Y POlfowr detain until 811 nuts
are bent t0' 2.510 Go, 250 Liters
12' a 000 Gal 15 a Lifers
1. When the atom Is tamowe from the Nalti, A toot can be f",I. 14 6.500 GO I 24 61)Liter!
Called 10 CheC%for unrestricted item mov3menl after f"s.,m. 16 9570 Gal 3620 Liter!
Wr,and also check for Correct Slam travel Valves axe lls'thru
215'are thoww 10-32 UNF pm,mal rG,l ,,on the top of
the stem.Valve Saes 3-and a'Ale threaded'a-28 UNF Valve
Sa*a 6'It M'al'mended \-24 UNF The 16'where are
mfeaded rn-20 UNF
A length 01 rod mrobw on Oral end Can be SCrewsd into In-
SIM througr the plug hot' m the center Of IN corer it
POSS Dle win tins rod to move the a"N"ght""rnpty up hors
the fast freely,returning 10 the"at by III Own w@Nghf Urger
robs sass may rpVlfe A I"handle 10 aa.rill lifting"aril
usMIS143 The slide*Of the flan Should cprr'3 oNd closely
Will the Chen.
131ODMIRt4,911
CL7►•VAL CO. Newport Begrh, Cali torn is
100-03 POWERCHECK VALVE 1--3- SIZES
•
PARTS LIST
\ 2 Q ITEM
\ G Nr, NO. DESCRIPTION
•1. 01`�r 1 CENTER COVER PLUG
F Nrt 2 COVER PLUG
3 BOLTS HEX
. : 4 COVER BEARING
---� 5 COVER
11 UPPER STEM NUT
O Q 12 UPPER DIAPHRAGM WASHER
•13 DIAPHRAGM
°J 1 19 14 LOWER DIAPHRAGM WASHER
O HNr,
15 BEARING RETAINER SCREW
16 BEARING RETAINER
'•■^"a o,Mr",•c 17 BEARING INSERT
wtuw ao.aua •I8 0-RING
13 n. 4 t2 P •19 BEARING GASKET.
(°1 21 POWER UNIT BODY
022 GASKET (BODY TO POWER UNIT)
23 LOWER STEM NUT
r.0 rosmw 24 SPACER WASHER
• 16 E NOT 26 DISC GUIDE
27 DISC RETAINER
17 • ; 3 028 DISC
29 STEM
_22 _ t9 31 SEAT
33 BODY
'6 34 SPPING (USED ON MODELS ,roaixN
39 - 35 LOCKWASHER
36 O-RING, SEAT
37 LOWER STEM
38 SPRING
-RECOMMENDED SPARE PARTS
Q 29 24 2 2
C:l 23 26 I mi ,oDo]RN y�4
K
100-09 POWEIICMECK VALVE 4'••9M PARTS LIST 3�S ITEM
NO. DESCRIPTION
Q p ,9 -01
C re 1. 1 CENTER COVER PLUG
2 COVER PLUG
®; I 3 STUD NUT
� 4 COVER BEARING
5 COVER
• ® 'O' Itx¢s 6 PIPE CAP (16•• ONLY)
_ 8 COVER BEARING SCREW (16" ON:Y)
9 COVER BEARING GASKET (16" ONLY)
® ® •10 GASKET 0-RING
11 UPPER STEM NUT
!rS
12 UPPER DIAPHRAGM WASHER
•13 DIAPHRAGM
P 14 LOWER DIAPHRAGM WASHER
Bona lm• va.1• w� 'PLACES •15 O-RING
+uwa taa• o- 4Y 11 12 16 BEARING RETAINER RING
ty 27 /— 17 BEARING INSERT
16 K[s+ ..m •18 0-RING
M.11al 19 STUD
,B 20 POWER UNIT BODY
21 LOWER STEM NUT
22 SPACER WASHER
EKef. 23 DISC GUIDE SCREW
�3G - 4 24 DISC GUIDE
25 DISC RETAINER
%S, _y \, •26 DISC
27 STEM
35 ,p 28 SEAT SCF .
29 SEAT
30 BODY`y
31 SPRING (USED ON MODEL IOOQ[.1(M
32 LOCKWASHER
33 O-RING SEAT
6 34 LOWER STEM
35 SPRING
C wt ' B •RECOMMENDED SPARE PARTS
4 9 22 34 25 26 22 22
I
Mtiq
W Ltf OIL• �`•
w
4; 21 24 29 d ,}
V SIZE Y$IR 1 4• SIR
st[I 1 Irst Rnn
PEPSI 10443AKM
KfomNf'raq CLA•VAL Co. . u.port Be: �. Catitornia
C CLA-VAL CO. PARTS LIST
FLOW CONTROL CV 3/8'
•
WITH DISC OPEN
na. OPCIN"" CYAM. STOCK NUMKKS FOR 'FREE FLOW'
w0, SIZE NUMBER
1 NAT • arr' ]e+
r
• OA••li • L•' '10
• DISC LP DIE ~-1
A •mw
• aTAN[u•C
r Merl,•ludw0 r
• on 1
• o-•w T
r• ]NNMI]l FREE FLOW
95J
�DJUSI'INO STEM
(TURN CLOCKWISE TO
�r INCREASE RESTRICTION) 7
• 2
MAX.nAx v
G,
ok
RESTRICTED 8
} FLOW
S
1.84
4
air- is UPT 3
FREE FLOW
WA!•nrYrnn 'A""•r"•onu au •D•acr�Due" •Par N,,
9 p9'b epolY .rr•m N,tmM
PLCV (RYR/fi) CLA•VALCO- CLA-VAL CANAL..LTD. CLA-VALSA
C CLAVAL CO. PARTS UST
SOLENOID CONTROL MODEL No. CSIV111
it
ITEM DESCRIPTION ITEM DESCRIPTION
1 Mounting Bracket 7 Solenorn ASSy
5 Mechanical Parts Assy (See tame other side)
52 Housing 8 Cover(A.C.only)
53 Spring 9 Manual operator easy.
5.4 Guide 91 Mousmg.Manual Operator
55 Side Housing 92 Plunger
5-6 �::,Screw 114- 93 Pm,groove—3(8-
5�7 Lever Arm 9.4 "O"—Ring
58 '-var Screw 95 Spring,Manual Operator
S9 m assy.(Solenoid) 96 Gasket.Manual Operator
5.1. .iOutor Gall 10 Machine Screw FJ.Hd.
5.11 wiachme Screw,RDH (A.0 Only 1032x5I8—areod
(6132 x 1114-6 reMd) 11 Lockwasher
5.12 D,9tnbutor(CSM11 A141 12 Machine Screw Fd Hd
5 13 Disc Assy (D.0 Only)10132 x 706
la redid)
5.14 Spring(Disc ASSy) 13 Lockwasher
5 15 Thrust Washer 14 Coil only(See table other side)
5 16 -O"—Ring 15 Nameplate
• 517 Slem ASsy (Pilot) 16 He.Nut,Jam L to UNS
6 Spacer Gasket IA C only
a"tene.ae nny yort.rp.nie •Ail nwn.POu dYa •11..enpoon
•11W Or,~ •ya.P W, •q.ComnynCM aprP"Ns
PL-CSM-II (R 1.2184) CIA•VAL CO. n.wPon e•an c.,brn,.u sA
CI.A•VAL CANADA LTD.a xt ,,vix cv.,.c.,.w
0
C C� CLA VAL CO. PARTS LIST
MODEL No. CSM 11 •
CSMII CONTROL ASSEMBLY SOLENOID ASSEMBLY►COLS
CSMI6A22 CSM 1"Q-4 CSMIPM-t CSMI11-02.1 NOTE maq.•gtnebM6a+lq MDC m6Mlq MvlPAza
STANDARD SEAWATER STANDARD STANOM STANDARD •��".^VzNrKM zn6Ynq Aep.•Pvz1•Iz
SERVICE Kw M Ww 2✓K•NaMrz1M
VOLTAGE STOCK No STOCK No STOCK No. STOCK No. STOCK Na SOLENOID COIL AMPS
PART Na PART No. NOLDPIO I INRUSH
21r60 Nz 10023-01J 10031.015 tOD38.01E 1007E010 $757MiA 1 73342J 1 125 1 11,2
11SI60Nz 100234M 100/6019 10031-02K 100390iC 10031-ME
120Ifi0Nz 10023020 10016-0IK 10031-M t003642C 1003602E 67573-M 733M '575 &1
2061BO Nx 1002309E 10031-0311 f0076-0OA 10D9609C A76T503G 719NE 11 293
290MOHal 1002301C 100314Ms 1007E-01J _
210M0Nz 100234011C 10031MF 10076WJ 1003044A 67573ME 1 739156 266 990
44MH? t0023096 10031-01,E 100364DW 11003600( 67573-M 62542C ,6 14
MOMDNz IOD2346K — 100714)SC 100394)SF
16Dr60 NO 10o2305K — 10031-M 1007603E ,0096-05N 67573-056 733W 170 1s
liolwmz 100234DSN -. 100314D6A 10039MD 1003&OSK 6757346K 73317N I 626 500
220M KI 10023-07F =_+ 10031-07J 10036-079 1003647D 67573-07N _73J1EP 313 25
210130 Nz 1002306D - •r`•'+-=3 /003946K 10038-M 87573-W 73 49D M 2.3 .
12VDC 10024-010 'J016-01B — 1004001C — 96297-0ID-0ID 1962MOlF
21 VDC IOD24-02E 1004SOM 10040-03A 96297-02e I 96296-020 I 607 T 210
76 VDC 10021-03f 10040-03J 96297-03K 96296-036 629 15.6
32VDC 10024-0•A 1001001G 96297MN 9629604K .BOO 16.6
18VDC 1002MJSN 10040-= 96"Tm 96206M0 223 log
I15VDC 1007z-06F — t0010068 OM74W 962n.= 122 112
125 YDC 10021-07D 10010.07K 6629707A 96296-07C 119 111
250VDC 100N-06B _ — _ tOD160611 — 96297-06J 982E60EA 072 245
K'Aru mdrnxO Forb. ( •A11rw1yDMN M4 •pax upLo� •PMI NUMN •
Pr�rY •�MTMumCar •MMara •KKOmrMnMd SpM.PMs
R 'SM-11 (Rt-2/84) CLANALCO. N•wpol Mac^Cnbrmzu SA
CLANAL CANADA LTD.
r+
• LIMIT SWITCH ASSEMBLIES MODEL
X•1051.
Th1, I, a rtlpg..l, k.p,,j hk. and po,nne acting saiteh
a„emhl) NWAI d by 1h opeemj or L.ms of the ache
on ahwh it Is moomcd The single pok. douhte Theo% i.
Auer,. ,a Itch can N u0nmcl d ether to ofwn IT n,close
the"Mot ahen ac1,:.ecJ t 1,east) adjusted to operate
at ant point of th, aand• travel. wmnll V) I o,,nmg At
the Alien wtea and raomg or lua mni; the oil,, an j I
the xltutmj stem
a=$ 12 C'omlut Connection
y
10,111111141 Aluminum housing: !1
Stan bucLet and brae adapter: r
Slainlea peel stem.
MODEL X•1061.
FIlCTInCAL Wall" 15AMP. 125.250,nr4hosoht AC SINGLE SWITCH
amp. 123 1111,DC
amp 2511s011s DC
SWITCH Trre SP-DT
I UP-DT sanche,uho a,adahle on reyuesu
d • •
Used for any electrical operation which can be prri:nmad
by either opening or closing a saitrh — ouch As alarm a
systems, prwess control, pump control, mmor scamp
Or slopping,etc.Readily Attached to any Cl,.Val VaW,m •' i
mass from 2"to 16'.
Carat0p Het AC1uat IWITCa
rofnroH Imxosun
,,;,,,_, -'-.I •' •_ • _ I MODEL X-1061.2
DWI SWITCH
Esplonwn proof mlcrA satche,ere I7. appro,,d
for Clam 1,group C and U and Class 11,Ctroup E.
F and
Vied wy 7at wxai6og�iwg:
• sin:n,.,,r,,;.: ,.. ,,:, h u
w, rlpl,.,n .v n pr ;::r ,.,nlcr
- ill a.daa n,m.pl.oe.l,e: a imperesuM\'.hag:.it .�r IH
... \.wrong Pu,nwn ll'ah.•., n:•r a..:,:
l t.q,lavS•,i C Cyr.y,i:4 Ta,C019t1
CLA•VAL CO. Ntiap,rt B+arh. California
7Ndtallatie.g
irrb.lP.ut C�5tr�1� ^_-SAC-9�-�. t_v pNly.r •
.tis _ [?'.[ vam.r•yew y�,.-�
AN [ •�Sx�'•
vWW PAON SACK01 SWITCH
WIIN COVN K"M
I Rc ne,+a plug m Iop wf.ul.c nxer 4 Allach nwit,+wKn I„In,ng and Pra,,c. I.,...loner
5.rcx ao..Img stern Into mam s.I"alien. .nh gm nut.
5. trinS CleeSncal.upph<neun InIo unit MrouIT,
5 II,P,..In-Jo.n user Hem and scre. IIII.piece the Iaap,If In reww s.nch houxng
...........u........................0.0...0.....u....u...u.............•
SWITCH ACTUATING COLLAR
ACTUATING COLLAR AOAMITIM T .ACAING GUM Wq
—MINIMUM SMINO—
\1ben aJluauy stu.nmg ,—liar for proper s.neh
a aon. a ,-teatime of at leas I it, must be pro-
+Id'd tot-se.,the ,ALI,arHI p.nLmg Stand nut xhen
.Ahe Is in the Iuly dosed poutlon.
..................................... .... ...,......................,........I
flGwuwraw
sw I/rl. NPSAUA 1HNAp
ISTHRU •
IYU 1HAD5 HM I[OsgYu CONNlUIONfi
fir' M
1
QK� lV
It
YAO Y[s 2 THOU
A vavl SIZE VNV! U VAlvl AN
THOU
S •HAY 14 I •WY ] TRAY . ID THOU ♦ Ip I)SO 16
grp51CW Atostow"OK e'OSpW 11 D51CW A1012.
.Imw nouDA [IpuD: AImSo• Itloslo.
SITE ]2
In. A 1132 11112 1 Lll It SN.rO $I SHl1 1551 IDB32
CLA-VALM Imne ntN.,Ca,snau SA
•. a* A wIl, ai c"InvWM cNgg. CLAN V .DADA LTD. LMIM JH.D e.^. A4I+ Ten"'.1 41 on, suOH:I IC
4I n014.
E
VALVES
• LIMIT SWITCH ASSEMBLY t chsil" X-105L
fla[f RYYYIIS
- YKYE W[ATRERP•091
Ni3 1tPLONOR ••OW
S, riH141 tl•YO1r rltllJ• JIHtO rlByp {IpN)j
/ }" NIM •al>I 4`271 461Y YW YH3
EK NVJ Y 12 will YIN NIRI NH•
J NI>e MI)l YtN YIN I. N195
/ 1 ,.s YPI C))) Asm Ylf3 NIY
sins Nns Y]N NIY 1111Y YIP
ah
• • Nlef YIx fANI I Yi is Ylfl mm
to i {sill Y✓) YEY �YIY As YIN
.^ l) Nllf YUf Yif3 YIP YIH Y)N
➢V I I 11 NIK Yin "m NIY Y190 will
' If NIY YIN Y.Wa YIH YHI YSC)
T���• i1f11 N y R OESCIIRRION Y4YF 612[f_
j uicoaR
18 nam CNtr w iw SMw Y
\.-" • f�1 1 >) P•7162t •vw.Ifl•.r to -Y
�.� a. -y i •AMtI wY1r.Irani Y
• Ilil • _INNERV Y
• b ■■
710) f•YR Nflltfo Y
PTRW
11,101,11 so,Oily,16-
f.I{en M•v_fg
9 •A16o6 Nu.wr Y
n • fM)f AdRi MR•RY1f Amf •ao• f•f)w f•�•
fUP __A_ff�11r 1 NuW
10 YY• • ONN y
li_ OOffi D#•Ifm AN
if P{Y 17 := ..— f•Y{lo•
P6Y-1• 12,
Pf1119 ilsoft
O{Y91 blues p•
U N>ol Ol 9Mm AE•M•f T
YNIot Wm 4tlitm f•s-
_p
Y)OIOJ A
n st m Mwtm 16,{•.f•
& IM Nem tl•• ft IY Y•«fi103 Us. .eyltmf 1••
I
• FOR LIMIT SWITCH PARTS PRIOR TO DECEMBER, 1967. PLEASE REFER TO PPL A105D
11'hen wdulny P•nT 1prnh • N•m NumC•r • D•Kngrtn • hR Num01r
n 105L A. •••l Y+s�iwlo Jno o•rtno�.o ,�.�,.,.s. CLA-VAL CO. ve—wp6rl Bearh. (•a!i,f... I,
DESCRIPTION
The Clayton CVS.1 Shuttle Valve is Precision engineered
for lasting dependable service based on proven tecnnoloV
The CVS-1 combirses instamaneoas action with one moving
part designed for smooth positive operation with minimum
weir. The Bow pattern inte•.connects the highest pressure l
from two separate pressure zones(ports"A"or"B")to a
common port "C". The two pressure zones,ports A or B
can never now to one another.
The dtvgr. incorporates precision stalino required for low
pressure of hiss. presse.re operaGoa. The seat is tenon
coated to "'vent sticking under the most adverse conch
lions of exposure or prolonged actuation in one position
The CVS.I Clayton Shuttle Valve incoto,stes all the
required features for lasting dependable urvtce.
FEATURES SPECIFICATIONS
• • No lubrication Sae Sib NPT
• Corrosion miastanl
End Detail ipp ANSI B:.I
• One moving part
all Replaceable ttOsm coat,d seat Pressure Rating 4DO PSI Maximum
• Fast acting Shdvng 10"Water Column Dirretential
• Simplified
design - low maenance Dieearenuel
at Nomsocksng Cv Factor "A"to'C"3.5
"�.,to..C-3.1
• Drip light seating
Tsmpareture Water to I400F.
Range
DIMENSIONS Materials Body-Cast Bronze AS M B-b'
3/8 NPT Internal Trim-Delon(Dupont Fool
S/8 NPT Rubber Paris-
Static Seal -bona S S\'Plhelh Rubber
—-
Shuttle Seal-Bona\Synthetic
Rubber Tenon Coated
3.00
C
i
A{
E.cvs I(za) •COCvrtaM Cu,VAC Co.1979 C&A-V" CO. Yeaeport Beach, California
15 WEST HILL PUMP STATION WTR-10 3
#1 Generul Correspondence
PRINCIPLE OF OPERATION
•
When pressure at port "A" is greater than port "B". the When pressure at port "B" is greater than port "A". the
shuttle shifts allowing Bow from port"A"to"C". shuttle shifts allowing flow from port"B"to"C
APPLICATIONS
atan ai
Cano-et L
Elan. .
C."010,
- tIelNleia TANK
m •
Sending remote pressure signals Gem several locations. Receiving pressure signals from the highest pressure avail-
able.
PARTS LIST
ij ITEM NO. DESCRIPTION OTV
r
1 Body Shuttle Valve 1
2 Bobbin
O Ring 1
4 O Ring 1
5 Seat-Shuttle Valve t
PURCHASE SPECIFICATIONS ORDERING INFORMATION
The sahe shall he a three way type equipped with one h9ren oniengR.Flease Jifmish:8e fol!✓wing irrf:rnrtarion:
moving part and a replaceable teflon coated seal. Th<ual
shall be drip tight throughout the entire pressure range. I, puanuty 4. Flasd to be handled •
The minimum shifting differential for the valve shall be ._ Model 5. Temperature
10 Inches if water column difkrenual. The valve shall be a
Model CVS I as manufactured by Cla-Val Compan,New- ;. Minimum-maximum line 6. Send any written spe:i.
plot[Beach.California g2663. pressure fl ations avadabhe
.ii r v a r�w�.w`tss�'w C"-VJLL CO. Newport Beach, Calfic'"r
���j • FLOW CLEAN STRAINER
STRAIGHT TYPE
ANGLE Til
The CIs Val Co I(eb stramsr is composts of a heavy mesh monal Inner ,
screen covered Iran a fine mesh monal ONer SCreen These f"
afar is are securely soldered 10 a sturdy Mass bar stock housing.
The Outer screen is a a0 E a0mesh screen wdh 008'wire.This strainer
to designed to prevent passage of foreign particles larger than 015' it
Is eswuilly, effective against such contaminents as algae, mud.
scale,wood pulp,moss.and fool fibres.Available in several different r j 5;roighr Type a
sizes as shown.Thera is a modal for every GlsVal CA_Valve. }
OPMTION n
This Flow Glean strainer operates on a velocity principle utilahy the
Circular"air toll" Sol to make It Self-cleaning. Impingement of la
paniclea is on the"leading edge"only.The low pressure area on the Angle Type 8
down Siloam aloe of the screen prevent fora'gn patcles from clog.
ging the screen.Then is also a 'during action.due to eddy currents.
which keeps most Of the Scheer,also clean.
L
INSTAUATION
The strainer can be Installed In any piping system where there is a
moving Stream to keep it Clean On Cla-Val Co.Va1Wa Ilse Installation
is made In the body tapping to the SCfeee is proteroling into the flow c•a-es
dream.
SP[CO CATIONS =
_"—crass false available m stainless steel On special wow) Intel end view,of valve with stnmer installed
senee—fabricated from morsel wire.
V MaM OEDEKIMD►LEM SPECIFY: The strainer with the
• Catalog No yell SELF-SCMOaaINO CUANINO ACTION
• Straight Type f Angle Type
• Site."r Stock Number
The ongle type+irdiner b o+,.hd.,d tube elbow wish
DIEADIISIM Strainer cylinder Soldered into the pipe fhreod end.
f
9i r ..,r•.1
DiMENS10NfIN
i.
11110111111 i
—^'I llllll��I
•rX 9 A w4+wig w 3 w
STIRAIONT TYPE ♦ ANGLE TYPE It
A a C 0 E STOCK N0. F O N 3 STOCK NO.
!e '3 I" 131 ''x C-2880 ie 1411e +t C-4375
ie 2'e ' hie C-2890 l33 + C 4376
3e 11 2'i '• 1e C-2891 4s 2 1f C-4377
'x 3e 2'i ,1 1e C-3084 1e 1r try 'e C�4378
'x 'x 23e 1 "ll C,2892 'x 1, lee 1 CC 3467
1 1, 3t, ie C-3085
3e 'r 33, 'x 1'�• 3589A
. 3e . 3'x I 1 j• CC 2893 If is important to determine pipe sae of the tapped,hole into
C 3006 which the strainer will be inserted (See dimensions A or F)
'v 1IS C.90A2 and vixe of external connection (See dimensions a or G) to
A' C-7872 Obtain stiamer model from above table.
1 1 x 1'a 11e
ksYI IRI{e0i $co•+•c.r c...+...e sae•
CLA-VAL CO. h«wpwl beach deep•-.a u s A
CLANAL CANADA LTD. saw•sv ne.Omen cwwde
Icl I CLAVAL CO. PARTS LIST
A SHUTOFF COCKS CK SERIES
ED"
4
i
a ,
a
a
a
i
I
�t t 3
CAT. NO. CK2 CAT. N0, CKD CAT. NO CK4
(2 WAY) (] WAY) (4 WAY)
1 Nut
2 Wash*,
J Plvg
4 Stop Pm
S Body
N'M.mMmn a. (V •/n n.rty01.LL pi4 •DVKnP1�M
9 P^� pn .��em NumG!•
Pl—CK (Rt-5/54) CLAVAL CD.w.wr.-c.r-..s•
CLA VAL CANADA LTD.w.•y..o..�c....
C _ CLAVAL CO. PARTS UST
• STRAINER Vod*I X43
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ITEM DESCRIPTION MATERIAL
NO.
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ti I SUGGESTED WIRING DIAGRAM FOR 60 SERIES PUMP CONTROL 7-7-7
m VALVE WITH PUMP IN ''OFF' POSITION
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AUTO-OFF-HAND - SELECTOR SWITCH
ICR - RELAY, DPST NORMALLY OPEN
2CR - RELAY, DPST NORMALLY OPEN
aG JCR RELAY, TPST N00.MllY OPEN
o SW - SWITCH, REMOTE START, Au SOMATIC
W
F SW2 - SWITCH, SPDi, VALVE LIMIT SWITCH
N
> c e PV$ - PILOT VALVE SOLENOID
m M - PUMP MOTOR STARTER
i n NOTE. SW2 AND PVS SUPPLIED BY CLA-VAL CO. ALL
w O OTHER ELECTRICAL ITEMS SUPPLIED BY CUSTOMER,
�w SW2 IS INCLUDED IN THE X105L SWITCH ASSEMBLY
^np WHICH IS MOUNTED ON THE PUMP CONTROL VALVE
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RENTON FIRE DEPARTMENT
UNDEOLOUND TANK REMOVAUPILL P IT
RECEIPT/ DATE RECEIVED_ CODE REF. UPC.79.114
NUMBER OF TANKS_ FEE: $15.00 per tank $
NAME C /TY Of ,,RF1VT01V PHONE �2,35--�ZGyL
ADDRESS 5-5 /Y,F /.Z "O it&E
JOB SITE A,�eS�r 1//6L 57-e7?04-
CONTACT .PAY -EO FMONE
CONDITIONS:
❑ 1. Permit shall expire 30 days from the date of application.
❑ 2. Tanks may be removed only after Fire Department inspection.
❑ 3. Two(2)20 BC portable fire extinguishers ate to be on site within 50'
of the operation.
❑ 4. Rope or ribbon barricades must be provided clrcling 10' from the oper-
ation or be enclosed In a fenced yard.
❑ 5. "NO SMOKING" signs must be posted In readily visible locations.
❑ 6. No hot works allowed unless the tanks are certified gas free.
PROCEDURES:
1. Call 235-2642. 24 hours prior to removal to arrange for an appointment.
2. Additional fees will be charged If inspectors are required to work other
than normal business hours. (Normal business hours are 8-30 am to 4:30 pm)
3. Tank to be completely empty of all flammable or combustible tiqulds
prior to removal.
♦. To ensure that the tank atmosphere has been Inerted,one(1)pound of
dry ice (carbon dioxide) per 50 gallon tank capacity must be inserted. A
1000 gallon tank would require 20 pounds of dry Ice. The addition of 5
to 10 gallons of water will assist In activating the dry Ice. This should
be done prior to the use of heavy equipment for excavating.
(a) Walt a minimum of 60 minutes for dry Ice to vaporize. Vapors
begin to show at the fill pipe.
(b) A Fire Marshal's Office inspector will test with a carbon dioxide
tester. When a reading of 60% of CO2 Is registered, tank removal
may begin.
(c) CO2 fire extnguishers or compressed gas are not to be used for in-
erting purposes. This produces static electricity which may result
In an explosion.
5. After the tanks are removed,the openings should be sealed so the CO2
gas will remain In the tank during transit. In addition, tanks large enough
to allow a person to enter it for repair,should Identify one side with
/spray paint, "NO AIR -INERT GAS."
INSPECTOR (�O�V't"'.Y —_% of CO2 N 'DATE APPROVED
Me Bydmp u*Im
mowamsc.spa,
ZW.6821661 P.�•
XI �CLI\� U Jv� i "_
IVI --
JP8805
June 21, 1988
RH2 Engineering
1410 Market Street
Kirkland, Washington 98033
Attn: Mr. Rick Harbert
Re: West Hill Pump Station Diesel Spill
Dear Rick:
As requested, this letter presents information and recommendations
for the referenced project. This letter superc:edes our June 19,
1988 letter and incorporates findings related to us by Dan Ervin.
Apparently there is potential for contamination sources other than
the point source of the leaked diesel tank.
FIELD WORK
On June 15, 1988 ten gas probes were driven to approximately 4 1/2
feet by myself and Mark Semrau. The probes are generally located
along Perimeter Road, north and south of the pump station. (A
preliminary site plan is enclosed 'or reference. Note the location
of the box culvert and the sanitary sewer.)
Farr, Friedman, and Bruya collected gas samples for the probes on
the same day. These samples have been analyzed for Total volatile
Hydrocarbons a common screening method for diesel occurrence.
RESULTS
The soil gas vapors show elevated concentrations south and east of
the pump station. The results of the soil gas analyses are
summarized below.
Gas Probe Total Volatile Hydrocarbons
(Ppm)
GP-1 2.9
GP-2 5
GP-3 30
GP-4 40
GP-5 17
GP-6 12
GP-7 <0.5
GP-8 <0.5 (Dup also <0.5)
GP-9 <0.5 5.8
Blank GP-10
Trip lanic <0.5
UNDERSTANDING AND RECOMMENDATIONS
Assessing groundwater contamination at this site is a very
complicated issue due to the complex nature of the utility
infrastructure and the possibility of several sources of
contamination other than the recent diesel spill. Other potential
sources are contaminated backfill near the box culvert and drum
storage shed along Perimeter Road in the airport. These
complications make interpretation of soil gas data difficult.
Crowley Environmental Services has indicated that approximately 100
to 350 gallons of diesel have already been recovered from the box
culvert. They believe that 90% to 95% recovery can be achieved.
Based on these estimates, it is unlikely that widespread
groundwater contamination will result from to the diesel spill.
Based on this unde:standing, we recommend a two step approach to
addressing groundwater contamination issues: The first step is to
determine the limits of the recent diesel spill using backhoe
• ,loration. The second step involves a more widespread survey of
soil and groundwater quality using a combination of monitoring
wells and backhoe test pits.
To determine the limits of the diesel spill we suggest digging test
pits near the pump station and working north and south along the
west side of the box culvert. The area underneath the underdrain
system should be observed carefully because the most likely path
to the groundwater system is via the drain pipe backfill. If any
free product is encountered in these test pits, they can be
converted into extraction sumps. The extraction sumps can be built
with slotted culvert pipe or similar material.
The water table occurs within a few feet of the ground surface and
it is possible that impaired water quality from other sources
exists. We recommend that the City conduct a survey of soil and
groundwater quality in the general vicinity of the pump station.
This survey can be conducted with a combination of backhoe test
pits and monitoring wells. We can provide a detailed scope of work
and cost estimate for this work upon your request.
Sincerely,
THE HYDROGROUP, INC.
I
C. IO7d�\
IN AL GEOLOGIST
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STAIE Of WASHW;TON
DEPARTMENT OF ECOLOGY
AS:-(1-sm Ave. Nf. • ReMnnA Waslrpnm 9M2 W1 a J206)&7-70W
June 24, 1988
Mr. John Stien
City of Renton
3555 N.E. 2nd Street
Renton, Washington 98056
Dear Mr. Stien:
On June 13, 1988, we responded to the 500 gallon spill of diesel oil
from the West Hill Purp Station. Subsequent to that time the tank was
extracted from the ground and hole backfilled. Virgil Christenson
contacted me by telephone and described that some soils had been removed
from the tank excavation hole and those soils remaining were not
contaminated. It is assured that there is no longer a problem at the
site with contaminated soils or free product within the storm drain
systems.
We are pleased that the fuel oils were remved quickly from the Black
River System. lbe circumstances in cleanup were extraordinary and we
appreciate your quick attention.
Sincerely,
Cra>, . Baker
Spill Response Manager
Environmental Quality
CSB:dkw
Engineering
S1125.13
G36/20
July 6, 1998
K . Ron Olsen
CITY OF RENTON
200 Mill Avenue South
Renton, WA 98055
.object West Hill Dump Station
Diesel Engine Storage Tank
Design Transmittal
Dear Ron:
Transmitted under separate cover with this latter are two copies of the
design for an interior mounted diesel fuel storage tank aL the West Hill
Pump Station. This design has been prepared to replace the existing
underground storage tank which was .,move in June.
The new design features a fiberglass tank with 30n gallons of storage
capacity and piping to the injection pump on the diesel engine. The entire
system is enclosed by a containment vessel that will trap leaking fuel and
p^event it from entering the building drains and stormwater system.
The tank can be fabricated locally by a variety of shops since the diameter
is an industry standard. The containment vessel can be constructed by a
small works contractor, or oth^r, and fiberglassed at the Sam, shop where
the tank is fabricated.
As agre,d, we a•e not billing the City for this design effort. Thank you
for your consideration; please call if you have questions or regaire
additional information.
Sincerely,
R H2_17(�I I NEEN t Nfi�.R.
--�--tea)..
Daniel R. Ervin, D.E.
1410 Market Street. P.O. Box 1180. Kirkland.Washington 980331206)827E400
y!4 Thn•-'
WESTINGHOUSE ELECT IC CORPORATION
DISTRIBUTION EQUI NT DIVISION
HEADQUARTE?S—ST. LOUIS, M:1
PRECAUTIONS BEFORE ENERGI NG A SWITCHBOARD
Switchboards shall he installed by and under th SUpetVI51011 Of yLa•Yied persons who
shall follow procedures which are intended to reduce tu tards as far as reasonably possible.
Before energizing the switchboards:
1.The insulation levels phase-toground and I phase shall be measured and shall
be at least as high as those recommended by the switc board manufacturer.A meCger may be
used for such testing.The manufacturers of meggers 'de full lecimaal information as to
their use.
2.Operating mechanisms shall operate freely. 1
3.Packing,shipping and other foreign material shall be removed.
4. Electrical connections shall be checked for tightness.
5.Adjustable current and voltage settings shall be properly set.Experience has indi-
cated that damage from arcing faults can be reduced if the device used for overload and short.
circuit protection is set to operate instantaneously(that is,without intentional time delay)at
115 percent of the highest value of phase current which is likely to occur as a result of any
peak motor starting or welding currents which may be anticipated.
6. Safety devices such as arc shields,barriers,etc.,that may have been removed during
Installation shall be properly reassembled.
7.Grounding and bonding shall be effectively accomplished.
8. Electrically operated devices shall be checked for proper operation.
The above was copied from National Electrical Manufacturers Association, 155 East 44th
Stre i,New York,N. y.10017 Publication No.PB-2-1972.
WARNING
HAZARD OF ELECTRIC SHOCK
OR BURN
TURN OFF POWER BEFORE
WORKING INSIDE THIS EQUIPMENT
•
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Dnv:Euuon E.mpm.m S, Lov1,Mu,Duu 67141
I.B 31 500 EN.ein NDnmp.r 1975 N.w Wwm.DDn
Table list M
OFcmapaaa NuFtmuaoa '
Firm
Page No. par
Imroductim ............... 3 1. WF Switc dial- Froat Vim......... ...... 4
Simon I -Standards for Switchboards . .. ..... .. . 3 2. WF Switchboard-Aaen View........ .. ... 4
Section 2-Wesunghonse L V.Distribution I. SRP Switchboard-Front View .......... . 5
Switchboards-4000A Main Bus(Max)- 4. WRP Switchboard-Rear View ..... .. 5
600V and below-ClxshOcation by Type. .... 4 -
Section 3-Com'ruruon and Assembly Details 4 5- WRI Switchboard•Front View............ 5
3.1 -Mato or service Sections .... ..... 4 6. WRI Switchboard-Rear View... ..... ..... 5
3.2-Distribution Sections Types WF and%RP 6 7. Termm -aft Incoming Power Feeders 6 t
3.3-Distribution Sections Type WRI .. 7 8. Prormnns for Curtest and Potential
Transformer when Specified by the
3 4-Mani(Through)Bus ..... .. % Power Company or Individual Customers... S
33-Ground Bus - .. .. .. % 9. Distribution Structum Segregated into Three
3.6 -Ventilation A Compartme iii from Front to Rear ....... .. 7
10. Rear Extension Exuttd into the
Section 4-Installation Practices ...... 8 Cable Compartment through Barriers ...... 7
4.1 -Receivmg.......... .. ... ..It 11. Switchboard Packaged for Shipment ....... 8 •
4.2-Iiiars rig ...... ... ... ._ 8 12. Lifting Irons for Handling by face
4.3-Storage . ... ... - ....8 are Bolted to the Top of each%pping Section.. 9
4.4-InsW latim ... .. ...... ... ..,9 13.Close•up of Lifting from................... 9
43-3uuung Switchboard Sectons .. ..... ._..9 14. Structure may be Positioned
4,6-On-urc Reassembly . ....... 10
by Fork Lift or by Rollers ................. 9
. . . ....... .
47-lncmrterg Lim Connections .. .12 I5. Typical WF Switchboard Crus Bin Convectors.. 10
4.6-_Pmcauuuns
16. Fa,d-w-Ersd Bus Splice................... . 10
... ... .......... ........i2�
4.9-hupecuon Before Energizing .. .13 17. WRP Switchboard•Shippiug Break SpIwe Detail 10
. ..... .. ..
Section 5 -Inspection And Maintenan ..L3 ce IB. WRP Switchboard•Remmiar
....... in Section Aoluent to Sectioo Bren Break . ....... 11
5 1 - Buses And Connections ......... .__..13 19. Hudwarc for Bolting Strictures Together
5 2-Inwlation .......14 isUsually Taped to Internal Bracket.......... 1(
5.3 - Dmots ................................14 20. Torque&dts to Aswrc Adequate
Elatmal Contact Presents ........... I I
5 4-Instruments.Relays and Penal Mid.Detwiler .. 14 ...
21. Neutral]Bus Splice DetaO................... it
SS -Secondary Wiring.. .. ............. .... .14 7
22. Remnee Any Blocking or Tvmg
5.6- Ventilation ........... ...... .........14 of Relay Armatures............ ........... 12
5.7-Records ................................15 23. Ran"Dug from Buses.Connections.
5.8-Renewal Patti ....... Supports and Ewdr acre Surfaces ............ 13
2
[INTRODUCTION • The rapit.] extensive development of molded cue
circuit breakers with their ever-increasing current carrying
• While indusiry standards continue to hit Dead Front capacity,accessories and modifications made possible the
(open back), framework type of switchboards. totally advanced design of lux'voltage distribution switchboards
enclosed switchboards are almost universally used today and the increasing number of applications for which they
for systems 600 volts and below. All parts, conductors we ideally suited.
and connections are enclosed within grounded merit en•
closures to provide the ultimate in protection:o personnel
and equipment Only the operating handles levers or
pushbuttons are accessible from the outside Joards of
thin type are usually free-standing units rated f om 400 SECTION I
amq to 4000 amps at 600 volts or ten.A rypica installa. Starsdstrda far Siritebboards
Lion will contain the won" entrance disconnect device.
overcurrent protection devices and any current trans- Although Article 394 of the NEC outlining specific
formes for metering.control or ground fault protection. minimum standards for switchboards is relatively brief in
ceirtent there are a great man) factors involving man-
Occasionally, some confusion exists in defining the dd mnwce,operating convenience,extra safety features and
fevence between "Low VoltW Metal Enclosed Switch- overload capability governing swichbowd work. The
Seat" and "Low Voltage Distribution Switchboards" 1965 NEMA suntchboard standards likewise were very
Simph' stated both are similar in construction insofar as brief and not of much help in specifying. However,the
the metal enclosed structures and the bus bar confrguor 19"standards(NEMMA P82-19"])contain some 30 pages
ton arc concerned. Both may also contain rssetenng and of detailed definitions. test and performance specifica-
control components. The moor difference lies in the bons, application guidelines,construction and enclosure
switching and overnt"is:dernices:het Ore emplrvs'ed. details.
la) Low 1',11149+ ,Melal Enclosed Swuchgmr utdaes Until the 1972 NEMA standards became effective,distri.
power circuit breakers (fused or unused)exclusnel)' as butson switchboards were identified by three basic NEMA
the main and branch circuit $writhing and overcurrent classifications'Class 1.Clus 11,and Class III
• devices.Them power breakers.re drawout type.and may
be manually or e!eci ically operated. Both Class 1 and Class 11 were designed for group mounted
(panel mounting) branch circuit devices.The Class i was
(b) Low Voltage Du'nbunon 5wimhboaedr ate much limited to 2000 ampere main bus and was of shallow type
broader as to the type.sizes and mounting arrangements construction for installation against a wall.all components
of switching and circuit protective devices that arc usually including main bus were front accessible onl)'.The Class II
applied. Molded case circuit bn akers,Quick Make-Quick was available with a main bus rated through 4000 amperes
Break fusible sw aches and fusible bolted pressure contact and was accessible from both the front and mat of the
switches we common types of devices used in Low w:uchbosrd. The Class III design was for mdividuaily
Voltage Disinbution Switchbsrds eilhey s mans or as mounted dislr,bulion devices.Otherwise,the construction
feeder or branch circuit protective devices.Power circuit specifications for the Class III were similar to those of
breakers, d used at all,are used only as man or bus tie Clan 11.
devices in them Switchboard&
Since the NEMA standards WK-1972) arc now more
Dhtnbuting electrical power throughout today's modern comprehensive and more thorough,the practice of Identi-
commercial building or industrial facility is a oomph fying or dusifying drtnbutnon switchboards by"Clus"
cated process of dividing and subdividing flit total power number has been discontinued The standards are some
and delivering it throughout the budding to the manv and what more flexible in al:owing the switchboard ruing,
vaned points of utilization.Tf.w must be accomplribed in devices and urangemmr to be selected according to the
a way that Is efficient and convenient, it must provide function they arc to perfurn,providing all facets of the
safer) to opetating personnel,occupants.and the build, switchboard design comply with good engineering practice
ing.Westinglomse distinbution switchboards are expressly and with the respective requirements retailed in the stand.
designed for this purpom and can be supplied to meet all ards.Westinghouse distribution switchboards also comply
of the up-to-dzie safety regulations outlined by applicable wth Underwriters standards and each individual vertical
mdustiv standards NEMA.OSHA.Underwriters Labora section or structure may be labeled, provided all of the
forms ILL.),and the NationA Liecincal Code. devices in that structure are U.L.listed.
i
SECTION 2
Westinghouse I.V.Distribution Switchboards --
aoDBA Main Bus Maximum-e00 Volt and Below -
ChmY'scatbm by Type.
Although NEMA dropped all reference to"clan"desire'
eons in the 1971 standards, Westinghouse has decided ass
Char the consulting engissNT, the contractor and own i
should have a "base reference" point from which they -
could specify dstrbuton switchboards without having to
develop volumes of descriptive information. Based on 12 _
industry :equircments wet the years,three type designs-
unit were chosen to identify the three baste arrangements
f
that are available in Westinghouse distrbution switch. j
boards.These designations are Types WF,WRP and WRI.
These are exclusively Westinghouse designations and are
applicable only to Westinghouse switchboards. The gen-
eral construction details,arrangements and photographs .
of these three types are shown at the nght. - r-
Upon dose comparison it can be readily wen that the a
general characteristics (maximum ratings, xttssibility. I.-._wasee—`ae,___.
device mounting,etc.)closely parallel the Class I,11 and - - --
111 designations that were formerly part of NEMA stand.
olds.The Westinghouse designations arc equivalent to the
--
old"Clnxs"in shown below.
®Type WF-(NEMA Class 1)-See Fill. I F,1.WF Switchboard Front View
*Type WRP-(NEMA Class 11) -See Fig.3
(t Type WRI-(NEMA Class 111)-See Fig.5
SECTION 3
Constructbn and Awennby Osta)k
Diarnbutiun switchboards normally comic of one service
section(incoming line)and tine or more distribution wo _
lions.An exception may be where the switchboard a pert
of a double-ended Power center. Many installations will
have the switcW..rd lineup cloweoupled to the main
power transformer to form a power center.Thew may be I
"smgleended" with Only one power transformer or ! II !
'double-ended" with a power transformer on both ends.
If the transformer Is of the liquid-idled ". it will
usually be noes" to next an wxsbary compartment to C .
contain the transition bus.
` I
Distribution switchboards can be designed for either in-
door or outdoor application. As a general rule,they are 1
designed for indoor use and application.If used outdoors,
they are constructed by assembling a weatherproof enclo-
cure onto and around standard indoor hotaings
3.1 -Main car Service Sedioy
A common design concept rs uwd for all mstfn or service C •J
Whow whether they are for WF (front accessible) or _
WRP and WRI(fron:and rear accessible)types.See Fig, IsW 2 Wle Switchboard Access View -
1,3 and s.
I' +
I
I a
FiF.3.WRP Switchboard-Front View Fig.5.WRI Switchboard irow Via.
I
4�
PW 4.WRP Swrtehboard:Raar Via. J Fig.6.WRI Switchboard-Rear View
S
The service section normally contains or provides I)r the Het sequence-Current transformers art located in the line
tWlowmg equipment ode of the main disconnect.
I. Mein devices up through 4000 amp maximum.
Cold sequence: Current UAnsfermen we located on the .
2. Prosimm for terminating the incoming power feeders hod side of main disconnect.
(cable or bus duct).
Q,WF switchboards where the inconung mince u brought
in from the bottom, a pall secuon is required and is j
installed adjacent to the service racoon. If the semce u
rated above 2000 amperes, this PUB section is bussed.
Where service cable of bus duct(above 2000 amperes)
enam from the top, a top mounted poll box is used.
See Fig.7.
r
w �
3. Section of main(through)bus.
4. GrMM4 fault protection when required.
5. Instrumentation and control devices as required. MP
6. Provisions for current and potentW transformers when
specified by Use power company or otdmdual customers.
See Fig.g.Esther hot or cold sequence metering provisions
are available and are supplied in an isolated compartment
with a lockable hinged cover.
Top MtwntM Pullboa
FiF.B.Pr0•i91O0a for Current and Poamiol Transformers
whOis rafiM by PO-1 Comtrnv or Individual
Customers
P
3.2 - Dotnbution Sections Ty pee WF and Is RP
Dmtnbuuon seasons nwmaly aantain the tullowmg
i items:
• e I
1. Branch and feeder ovemurrent devices(molded car
breakers or fumble switches).Them devices are mounted
e a O 1 on a pmelbcard chassis,connected to a vertical section
bus locamd in the panel chassis. Panel mounted devices
rc a furnished in bath WF and WRP switchboards.
go • e
° e - Ground fault protection on feeder circuits. when
specified.
3. Section of main(through)bus.
i
e 1 4. Section of ground bus.
e D
Dut,buuon sections for Type WF and WRP are essential
1) identical in general construction with these exceptions.
Underyround Lrv�n Stttion
Pun Seaton (a)Type WF is a shallow type for installation against a
D•20- 72 ins. wall and is accessible only from the front and the ends of •
the switchboard. All sections are -'0'*deep except"sery
is{ 7.T•rmmamng Inwoming Powet Fatlen ice"sections containing large ampacity man disconnects,
6
whmh may he deeper, se"oms of The switchboards —
will align at the rear so That the back of the Complete
swvchboatd may be placed against a will.
IbIT)'pe WRp eerlsal uavms will be wmathrr depth is
necessary in accommodateincluding
and connect the will align
front All vemcal sections including service sectiim will align I 1
front and rear Type WRP n accessible from both front _
and rear
33—Distribution Sections Type WRI
Type WRI Isere Fig. 5)offers all of the safety features 1
demanded by trult modem distribution systems, and as
recommended by mdusiry standards. WRI distribution
seaters comply with Article 384 3d of the 19'1 VEC by `
extending all load connecinms into a cable compartment
at the tear of the structure. Additional bus violation rc
available as a standard modification. This mdudes fullhei u
the hl min bus barriers of glass d the
installed between
The man bus comportment and the tit able comport C
mein. j G
NOTE:On some recent desrgns,the distribution structuea r !
ate segregated into three compartments from front to
rear breaker. main bus and 'able compartment for load
connections. See Fig.9.Each of these companuunts can ■
he completely isolated IT=the other In addition to the rAft
vertical barriers between the man bus companmem and
the riot cable ttmipanment, lull height glass polyester
harriers are also Installed between me fnmt devise com-
partment and the man bus compartment.
Where both sets of barriers are installed. the man bus
compartment n complete)) isolated Iron the electrical
w,nk areas. Barriers are easily removed for inspection and
msamenaice. The rear extensions from the load side of
the deuce arc full} insulated.They extend into the cable Fig.9.Distribution Simn tares Segregated unto Threat
compartment through barriers that isolate[he cable core. CCmpanm u from From to Rex
partment from the bus curnpartmeit.(Fig. 10.)
WRI Dims. sin sections will normal) contain The fish __ •�
luwm items.ems:
1. Individually mounted feeder or branch deuces
Section of man(through 1 but
3 Vernal ucaim bus
4. Ground fault protection where sp"ified
5. Instrumentation and control devices if specified.
. b. section of pound bus.
Fit 11) 111—Eatuiaitars Eaeaad'It-tln C"C"41".
rrrant thrargh!anion
7
3.A-%tin tThmugh)Bon each section should be made to detect any damage in-
curred during shipment,any damage should be reported at
Alummum bus,ele,tro-tin plated, u standard on LV• once to the :caner it u recoatmandef that the plastic
distribution switchboards. Copper but. Wier plated. u rover be replaced after mtpecnon for protection of Me •
available as a standard modificaum egutp.nent until installation mate.
Short csr sett I acing for 50,000 amps RMS Sym.is stand IS -Handling
cad. Bracing for'S.000, 100,000, 150,000.and '0000
amps R%S Sym. is evadable on all switchboards except Lttmg facihtus for handling by cane are bolted to the
Type ff. wtuch has a maximum of 100.000 strips R.MS top of each shipping section lifter the shipping section is
S>Tn paslnarued for itauduson,the lifting irons.plain,cover
usg• and wooden skids may be removed. The mounting
Bus bar is and according to O.L.and NUM standards hardwire for the lifting irons should be replaced to pre
Sue is based on a temperature nu of not mote than 65`C Knt the entrm« of dirt. 1lhere sane facilities are not '
above an ambient of=5°C. available,fork lift egmpmem may be used for lifting Mail
slapping actions or maneuvering large sections into place.
A-BC type bus arrangement,left to right,top to bottom, H rollers are used to move shipping sections.they shmId
and front to rear Its viewed from the front) is used be placed under the section without emovmg the wooden
throughout, shipping ids
3.5 Ground Bm 4.3-Storage
A ground bus is furnished firmly secured to each vertical Indoor switchboards wtuch cannot be installed and out
section, the bus extends the entire length of the switch. into semi immediately should be stored in a dry,clan
ward. A pound errimal a attached to the ground bus it, place. Iprtferably indoors,in a heated building).Trouble
tie service xenon for use in connecting the entire steel and delay will be avoided by having good storage facilities
structure to the staum pound v arranged so that the apparatus will be accessible only to
authorized persons Conditions such a dampness,changes
`In service section connected to A wise sources with in ,emperatum. cement dust, and corrosive atmosphere
solidly poundable neutral, the neutral a bed to the should be carefully guarded against if necnapry ro store •
ground but wntun the section by mans of a bonding
alp u or:able The only terminal se for con-
veling to the station pound is placed on the neutral bus
m the
supply ode of the neutraldisconnconnecc t LLnk or
switch
3.6-Vervidatim
Switchboard entilanm a provided through louvers
located (top and bottom) in the rear covers of each
stmctue, on ear accesmble switchboards jWRP. WR!)
and in the end covert on front as,-sable types(WF). S.• to
SECTION i
Installation Fraction `6'
1
4.1 -Receiving
Low voltage distribution machboarch arc constmcted
from modular vertical stnl structures Shipping lengths
wdl vary depending on the type of switchboard and the
equipment contained therein Each shipping section is
baled to heavy wooden skids extending appruxunately
S"beyond tit%des of the swit•hboaid.The entire switch.
board is then en iced in a heavy duty plastic covering to
protect the finish, and for protection against dirt and •
weather during shipment.
bnwleHurety upon nreipt of the switchboard. the plastic
covenng should be removed and a thotmigh inspection of Fig.11.Switchboard Fackagau foe Shipman,
8
outdoors, special precautions will be required to keep it
clear and warm enough to control condensation.It will tie
rlacessar) to covet the switchboard and install temporal.
hearing equipment. Approximately 1.50 watts per vertical
section use required for average conditions.During storage
the shipping ghouls,should be placed on 11e1 surfaces ro
lament unnneuan'strain and Dt,suble distortion
4.4—ImtaBation
Distribution swntchbouds are assembled at the factors m
smooth and level surfaces to assure correct abgnm,dt of
all parer, The foundation furnished by the purchaser must
be true and less!. Ar. uneven foundation ran muse mis
alignment of shipping sections. units and doors If the
foundation is subject to vibration,special mounting must
be provided to prevent the transmission of vibration or
shock to the equipment The prefemed method of arehor-
rom for Mamdiina by Crane are Bolted sht the indoor switchboard is by fastening I to steel
op or each Sh,pp,na Sacbon channels which ore pmperfs embedded in the Consists
floor
NOTE When large power center transformers ate u,
eluded with high vei switching equipment, a large
channel must be used. It Is preferred that the channel be
located wnth its web at too and horizontal
LWPOR MAT
Each it Is fastened t0 the Axo, channels lit' e,,net
bolting nr wddirpf It bolting is to be used,the mounting
bolts must be placed in the Boor steel before the concrete
A is poured to usurz that the tapped holes will not BB with
concrete --1 •r a q 'k and toss method ofsecunng
the switchboard in p,re and Measures the layout of the
p of kitnnq from mounting fides in the ohannds
4.5—Joining Switchboard Sections
While two err more shipping sections are to be joined
�A-V together they should first be aligned,leveled and bolted to
dS the channel sills or foundation.
a
Novissons for splicing the main bus milt van'depending
'n the Mpe of switchboard and the amfigumnon of the
main bus assembly.
Type WF switchbnerds are front accessible only.Normally
each vertical section is shipped separately.The man cross
i]ga aver bus is completely fabricated and ready for installs
ban at the job use.The bus and all hardware are secured
I
in one of the structures for shipment.
On Types WRP and WRI.splicing the man(through)bus
at a sh:ppmg break is accomplished at the factory by
1 extending the man bus from one structure over and me
tin mar be Positioned bt Fork Or or M the adi structure and offsetting the splice area to
s align with the mating man bus ends.Bolt holes are%lolled
0
• o
•fa
t'a
'I r
t
II �
• ,I
Pig.15.Typic:i WF Switchboard Cross Bus Connector
s
I
i
Fig-16,End to End Bus Splice
to compensate for any Inleranet variation-Prior to ship-
ment the factory completely assembles the mi:chboard
including the bus splice,with all sections bolted together.
For shipment,the switchboard is separated at the shipping
break. All naessam hardware for rejoining is assembled
into the appropnate lomt hot"and secured against ship.
ping vibration.
\'OT£.- On some installations.splice plates and hardware
may be furnished in lieu of the extended bus connectiun.
I b—On-Site Reassembly
Sections should be joined in line with the following pro.
ceduiv
I Remove necesaaty curer In sections adjacent W the
AsIPpmg break lot accen to the main but assembly-
On Type WF—Remove front coven Fig.17.WRP Switchboard—S
On Type WRP and WRI—Remove rear coven Detail
10
1
i
Switchboard—Removosy Corer in Setdan Fell.21,Neutral Bus Spl�d
rent to Section Break
'_. Remove any tempuous ohs;omg braces or spacers
from main bus.
e
r
s 3. Align the sections and bolt to channel base or founda-
r
e (W with 12"bolts.
r
4. Boh adjacent structures together with the hardware
�x""��' ,g supplied with the equipment.
S. Bolt bus splice together and torque bolts as recom-
mended in Table 1.In assure adequate electrical contact
pressure.
s f .
i 6. The neutral (when lurnished) and ground bus should
be connected in a similar manner.
Nine for Bolnrg Structures Toa thar is 7. Make a thorough inspeaton to assme that no tools,
Iv Taped to Internal Bracket loose hardware or other fore3gn material is left wittnn the
enclosute.
8. Replace front and rear coven.
9. When a section is to he added to either end of an
existing switchboard,the end cover oa the existing srmo
ture should be removed prior to putting the new structuee
f in place. The end cover should be mi,seated on the end of
the new structure with the existing hardware.
IO Should the existing bus be oxidized, a good contact
area should be prepared by sanding lightly with a tine
aluminum oxide Paper. (Caution. Never use emery cloth
or any abrasive cmnpound containing emery.)
n Bolts to Assure Adequate Electrical
sct Pn<ssure
4' hrcoming Line Connections for"(eed back-from other sources.Working on energized
power circuits should nevee be attempted.Only of shutting
Power is normally brought into a switchboard either by down the equipment w.add result in danger to life or •
cable or by bus duct When ,able connections are used. health of oen.ns depending on power continuance,
pressure type terminals approved for copper or aluminum should :has alternative be considered. In thew yen rue
are provided for terminating the cable on the line ude of cares, only experts qualified in this special field should
the main overcurrent d<nce,current transformers at man per'.oma the critical%mce.
bus,depending on the specified arrangements.Cables may
enter through the top sheet or open bottom of the swatch. '_. Only authorized personnel should he permitted to
board.Cables brought in it=overhead should be passed handle or operate the switchboard.
through fire remittable steel top covet using feld cut
conduit openings and standard conduit fittings.Once in. 3. Handle switchboards wash extreme;are as they contain
side the section,the cables should be formed into gutter delicate devices which may be damaged by rough hand.
spaces or cableways which are free of all oburuchons. ling.
They should then be grouped and tied securely to keep
them in position. a. When unpacking the svgtchDoard,exercise care not to
scratch or mar the panel finish.
Cam should be taken in tanning insulated cable that no
aver jacket is forced permanently against the edge of any 5. If any relays are included, remove blocking or ping
current-carrying or nimturrenlcammg (grounded) of relay armatures.Check control circuits(except poem
metallic parts. nal and curterµ transformer circwtsf for grounds and
short circuits before applying control power.
Cables coming from underground should be confined to
the mannust area of the incoming compartment for rcu
accessible switchboards. For front accessible switchboards
(Type WF), it often will he necesaery to bring incoming
cables into a full height pull section provided for the
purpose,and form them over into the incoming terminals ve
[mated in the adjacent fmatnf sectlon(See Fig.q,f Form. •
mg should never result in cables beanng against metal
y
edges Where aluminum cables are approved, proper '
termination lubricants should be used and the lug screws
torqued to recommended standards. "Stmml Clipping'in
order,to get large cable into small lugs shoubd be asxtidedl
Bus duct service%tit usually enter the top of the switch-
board service section. A cutout and drilled wcnon r
provided in the top sheet of the switchboard to mcnve
the bus duct mange,standardized switch bus duct extension con
pro —�
doctors extend into the switchboard. Bus Dan are pro
nded by the switchboard manufacturer from the line side ---.of the main device•and from the neutral bus•when pro. Fig,22.Ramova Any Blocko g or Tymg of Relay
sided, to the bus duct entrance. This bus assembly is Armatures
completely formed and dolled fit.;connection to the bus
duct extensions. Tempomr) booing is provided for the 6 Connect the switch ear m the-slation"ground before
boa assembly during shipment: it must be MMOVisl gtrer appll ang any power.
romnectkms are completed. Conmoom bolts should be
torqued to recommended values listed in Table 1 '. /n tine of fire.ors no we liquid fsm evrbrguohen until
all cocutn have been made electricalh 'decal
"
a.g-P,,,,Ub out
g. An ounce of prevention u worth a pound of cure. All
This list of precautions should he studied and followed personnel responsible for supervision and operation
during handling,installation,and operation of the equip. should be familiar wrth the switchboard and its functions.
ment In an 'emergency;' there is seldom time to consult the
instruction books. •
1 Do not work urn. "lire"porn. If it as necessary to
work on a circuit in the rear cable compartment,the main 9. When pulling in ware with tish tape in the ricinan of
bus should be de,energized and all other circuits checked any energized elecincal equipment, precautions must be
taken to prevent loow fish tape ends from accidentally
12 coming in contact with lave pans.
10.CALTIO.\'. If an outdoor switchboard is to be stored SECTION 5
prior to installation, provision roust be made for<n<r- Inspection and\laintewrce _
gong the space heaters to control condensation of mois-
ture inside the switchgear.
i To assure high qualm umtt. a defimie maintenance
schedule, systematically followed. is essentio Plot
I1 CAI TIO.\'. If an indoor swslchb ad is to be stored operating and local con4lilms"M to such ants, nt that
Prior to mstallauon,it most be protected from Use weath the schedule most be prepared to smi the conditions.
er and kept it"of condensation. However,the maintenance schedule for individual devices
such as circuit breakers, relay.. metes, etc should he
49—Inspection Before Energizuy ba,ed upon recommendation,contained in the individual
instruction book for each device.Inspection and test oper-
Beforc energising •h< switchboard, conduct a thorough ances thould be coordinated with the overall program to
inspection to make certain that all foreign mnenah such result in the least operating mconvemence and circuit
as tools,scraps of wire or other debris are romrned from shutdowns.
all units and the ttnioute. Any accumulation of dos,and
dirt should be removed with a vacuum cleaner if available. The swtichboard installation should be given a thorough
otherwise this material can be manually leaned out with deeming and maintenance check ar lean annualh.when
a blush or lint free cloth Blowing with compressed au is plani,operating, and local conditions as nrnmai. WTere
to be avoided as contaminants might be blown into circuit conditions arc abnormal, more frequent inspection and
breakers or other critical areas Extreme care must be maintenance arc necessary. The following items require
exercised to prevent the tpurpmenr fn+m bang connected attention.
to the power sysltm while the pmlimues t rests are bang
rondeeled.. If disconnecting switches ate not available. 5.1—Bases and Calneitiwn
line p,1wei should be duconrie:led to accomplish this
it Ikmagz<pitman ;trains and remm< teat coven trim
Test equipment will depend on the rating and type of the pnmary compartment Before leaning. take 'megger"
uutaBation. Portable voltmeters. of the multi-scale type readings between phases and to ground. Inspect for
i wUl be requved For large and complicated installations. wmptums which might indicate overheating or weakened
. ammeters should he available in case uneapeoed trouble insulation. Remove dust from buses, connections. sup.
develops. An uhmmeiet and "megper"will plow mcala' ports, and ert;loure surfaces. A vacuum cleaner with a
able in checking insulation and connnmty of the circuits long nozzle will be of assistance.Wipe clean with a solvent
A simple portable device for "ringing"or"lightingtout" each as,Stoddard's Solvent.Keep sparks a+rd flames awe,
co
cuits may be used for the continuity check p„ ni,t breathe large quannne,of vapor Avoid excess
Wire connections. all bob bin connections, and im contact with skin,
u
lated Joins Nvsvld be eaa. ed to make sure that they
have not been loosened or , •moped during shipment or
� installation AN timaU zvinn.arions are riRhrenM bi the
manufarnurr at time of'assembft bi'power driven rre ds
with controlled trattat. However the vibratnms taper,
enced in transit may loosen some of these connections.It
u recommended that at least 10:of the total connections
be checked for tightness Should this spot check reveal
some loose connections.then it will bt rucessary to check
all connection points The connections include bus hard
-am circuit breaker and switch terminals.contactor and
relay terminals and terminal blocks, as well as the in.
coning powel terminations.
All relays should be inspected to make sure that any
blocking for shipment is removed and that the armature
moves freely. Power circuit fuses tic normalh_ lurnished
by the purchaser and must be installed in the field Each
. tut should be checked for correct rating in accordance
with National Electrical Code application requirements.
All mechanical latches. operating mechanisms and door gill 21 Ri moea D at from Bwus.Conno,ho,s,Susworn
assemblies should be checked for proper alignment and end Endmwe Surfaces
op<tation.Mishandling in tensor tan new, moalig^menr.
Afiff buses hase been dusted and wiped clean again take 5.4-Instramiusts.Relays and
-megger•• nadmp between the buses and ground,and Panel Mounted Daviwa
between phases Keep a record of these readings for future •
1Vm1mCe trends often occur that would indicate a is,", indnsd W devices should be maim,med according to the
mg of the insulation resistance specific imtructwns supplied for each dense. Remove all
relay covers and inspect the inten-ts for dust a dirt Thu
All bus Connections should be torqued in Accordance with operahan sheeuld be performed by vela) test personnel at
this table periodic mtenals Control switches,transfer switches.and
;mimmert s.mhes should have their contacts inspected.
Table 1
Torque\flues for Copper,or Aluminum Bar Connections De ice Removal and Rep6cement
-- lkentzgnz the rwLrhdmJ"
Bois suet Torque .Ali maer power swnching dmces which have rived
301tsch Lbs trimmings, am removable from the trout of the switch.
l + 65 Inch Lbs bard. However, the unbolting of the mounting and line
` In" 10A Ft.Lbs and lord :ennKpofts mmi be accomplished pnoi to re.
t b" 20 Fo.Lbs. magi.Cvmnechons shmsW be unbolted right at the device
I ; 50 Ft.Lbs. terminals in all cases, taking care not to drop tools or
loose pans into the structure interior. Always unbolt the
power connections first and mace sure connectmg bus a
3.2-Iuilatim straps at dear before detaching the device mechamally
Large deuces which require m. charuW luting nrtans
All bus bar and strwmm insulation in distribution switch- should have this meets attached and in the lifting position
boards thus supports, bus shields,bus bracing,maulating prior to mmaymg the final mounting bolt from the devise
barriers. etc ) is Rim polyester. Thu materiel has out
standing thermal endutanot, is highly motsfure resistant All aluminum bus used in switchboards is plated with tin
and possesses a high tenure strength. The three cardinal a saver In the process of unbolting and massemblmg bus
rules for emendmg the operating usefulness of tnsulatson pant'.do not remove this plating from the contact area as •
arc it it absodmely essential for proper nun-<anosive meul•tu
metal couuct. Always use the originally supplied hard.
I Keep it dry ware and torque all baits accurdsng to the table on Pap
13.after making certain the conneamg ban or straps are
2 Keep it clean. in Attainment,
3. Do not suhtect it to higher than its rated voltage $.5-Secondary Wring
5.3-Orvlcas Check all wrong connect tons,tow tightness,mdudsng those
At the current and potential trmsfarmers,and at terminal
The devices most commady used in loss wltap dutnbu Mocks whom cu mis leave the switchboard. Make sure
nun switchboards am listed below.Product literature can that All secondary voting connections are properly con•
be Mstairted from any Westinghouse Saws Office rested to the iwstchgeat ground bus where see indicated.
Lark (n hrokee urn snands tan/piwhed,se Jumaged
Power Switching Devices, Retrasa Data snvufarawn
Low Voltage Power Cu.ust Bnaken 1.8.33.790 SA-ventilation
Molded Case Breaktn(urtfused) A.D.29.160
Check all labvnnths.grillwork, and at passages for ob.
Molded Case Breakers Tu-Pac(fused) A.D.29•160 strucluuu and acumuiatfons of din The at apace under
SCB•II Systems Cucuta Break" I L.14403.c,7,9 outdoor iw1uhbouds u necessary for the entrmtt of
venWatmg air, it must be clean of leaves,dtbns,or alb.
Type FDP;usable Switches D.S.29b'0 structions
Motor Starter IAs00 Contactot) 1.L. 13619•A
Automatic Transfer Switch - 1.L. 1447'
Bolted Pressure Switch 'I Instruction Sheet E
14
_aecoeda
The condition of cub swrchbmrd unit fat the tune of
mspectsml should be recorded as a guide for anticipating
the need for any replacements or special attention at the
my regular maintenance penal. It is recsmtmended that
A seises of mnpecnons be made at quarterly intervals until
the progresase effects of local condruu is can be analyzed
n, determine a schedule which wdl maintain the equip,
meet in uusfutO .Condltlnn.
SA—Patwnl paw
When ordering renewal or spare pans, include a much
mformauon 0 pomble. In many cases the style number
of the new part tin be obtained from identification data
cut the old put.Al%wys include a dncnpuon of the part.
Sperih the rating, unit number.shop order numher and
the switchboard dmnpnon on which the part it to be
used.
i
1
I
r
CITY OF RENTON"
FIRE I) PARTeT
PERMIT NO. 88-06-p0-EA PERMIT
CRMIT £XPIRATIpV PAT£Joly 2`, i9gg
PERMIT 15 HEREBY GRANTED TO �1[v of Renton
TO ENGAGE IN THE FOLLOWING ACTIVITIES: AT PumU $Ce[l on
W. Perimeter Road
FEE:_ Fv..mn
FEE:
FEE:
FEE:
FEE:
FEE:_
REGULATIONS MAY
PERSUANT TO rHEMAY BE GROUNDS FOR PROVISIONS OF THE FIRE PREVENTION REGULATIONS AND ANY VIOLATION OF THESE
SUSPENSION OR REVOCATION OF THZS PERMIT.VIOLATION
Ea
NOT TANS THE PLACE OF ANY LICENSE REQUIRED BY PERMIT E
LAW AND IS NOT TRANSFERABLE. ANY CHANCE IN
THE USE OR OCCUPANCY OF PREMISES SHALL REQUIRE A NEW PERMIT
CONDITIONS OF REVOCATION: UNIFORM FIRE CODE SECTION Q.107
i
4tllE'F
FIRE NARSNAL
? ? T h ., J TLr rop4ior, !�NTICNEC VE
To: Jack Crumley July 21 ,198
From: Bill Walker
Subject: Westhill Diesel Spill
Crowley environmental services corp. 5582.72
1746.25
Coastal tank cleaning 866.50
HD Fowler 177.76
HD Fowler 272.41
LN Curtiss 9.73
Mcclendons 7.3.97
NC Machinery 100.00
Frost Co. 6.49
Henry Bacon bldg materials 57.36
Forte Rents 103.78
Lighthouse diving center 12.97
Total $9 00S 94
Equipment cost 42 hours $250.12
Labor cost 48 hours $637.93
Total $9 260 06
Note: These are the most current records that I have.
There are still some outstanding bills and I believe
That the labor cost may be low_
CITY OF RENTON
PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Maintenance Division
MEMORANDUM
TO: Dick Hough
FROM: Jack Crum
DATE: July 22, 1 B
SUBJECT: BUDGET ADJUSTMENT
The West Hill pump station diesel leak and subsequent
cleanup have been charged to the Water Maintenance budget,
account number 401/000/15.534.50. The attached memo from
Bill Walker shows all payments made to date, and since these
expenditures were not budgeted I would like to request a
mid-year budget adjustment.
If you concur, I would be happy to provide any other
information or support that may be necessary.
JC/bjf
cc: Ray Sled
3555 N.E. 2nd Street • Renton, Washington 98056
RH2 ENGINEERING, P.S. (JEMEM TIF IrMARM077UL
1410 Market Street
P O Boa I180
KIRKLAND. WASHINGTON 98033 r —"$�,��� �e•"0 1098.10
(206) 827-G400 Mr. Ron Olsen
TO CITY OF RENTON
WE ARE SENDING YOU X Attached - Under separate Cover na the folio"hems:
71 Shop drawings Pnnts Plans 17 Sorplos _,. Specifications
O Copy of letter Change order _
cono oew No paecelrtbN
1 8/26/88 M. 0. Moore Letter Re West Hill NOT Station
THESE ARE TRANSMITTED as checked Wm;
:1 For approval ❑ Approved as submdted "' N,.ubm[_—___copms for approval
at For your use p Approved as noted Submit_copm for d.stnbutipn
❑ As requested ❑ Returned for correctmns RNum corrected prods
❑ For review and comment Ci
❑ FDR BIDS OUE -- 19__— ... PRINTS RETURNED AFTER LOAN TO US
3i-1989-----' —
CITY OF RENTON ----�
E*Bff mritig l ept.
COPY TO Mr. Jack Crvmley ----- —..
SIGNED Daniel R. Ervin, PE
.uu .q*' rrr. n w.,.n..an iwe a.na.a..i•m, wren u......._.
• O {SLD
_ M. D. MOORE COMPANY. INC
I �—f/�L •o ao.zeo]
'2221 1 42w.•l SE
,gyp RENYON.WA SW56
��• ROY001'12)L
AuquAt26, 1988
RH2 F.ngineerir.g
P. 0. Box 1180
Kirkland, WA 98033
Attertion: Dan Ervin
Subject: City of Renton
West Hill Pump Station
Dan:
We have received your transmittal of August 15, 1988 contai-.ina
Pict yes of the tank which the City of Renton removed from
the above subject project.
We regret that the City of Renton has had a fuel leakage
from this tank, however, we cannot understand the City's
attempt to seek relief from M. D. Moore Co. , Inc. for
this problem.
warranty - since the project has been completed for nearly
three years, certainly the warranty period for the
project has expired.
Installation - The tank was installed in accordance with the
plans and specifications, using materials for the
tank, fuel Piping system, and tank bac'r.fill, as
approved by your office.
InS,._Ction - The City of Renton had on site an inspector
who observed and approved the tank installation,
Design - Location of the tank in a wall backfill area instead
of in an undisturbed area over a hold-down ::lab/footinq
would certainly point some of the responsibility
toward the designer. (Plans to install a new tank
indoors and above ground would seem to bear this
Out.)
M. D. Moore Co. , Inc. takes exception to your suggestion
that we installed the tank with a cracked fill fitting. The
Yellow temporary road striping tape was placed on all tank
protruberances as a safety warning both for the installation
PH2 Engineering
Attn: Dan Ervin
Page 2 August 26, 1988
labor and for future Possible excavation, of the existance
of frpgile tank piping and indicator wiring in the area.
Since the tank was dug up using a backhoe, and M. D. Moore Co. ,
Inc was not present at this operation, we cannot be certain that
the crack did not occur at this time. The pictures provided
would indicate the tank was not carefully dug out around and
Piping disconnected for removal, but forcibly removed thereby
eliminating any chance to determine for certain what happened
to cause the leak.
M. D. Moore Co., Inc. takes pride in the construction of all
projects for which it contracts, and this project was no
exception. Compliments from the City of Renton and your firm
as to the quality of construction would saem to bear this out.
Again, M. D. Moore Co. , Inc. regrets that the City of Renton
has experienced a fuel leak from this tank. M. D. Moore Co. , Inc.
installed the tank in a good, workmanlike manner, taking all
necessary precautions. We therefore do not feel responsible
for a new and proper installation.
If the City still feels M. D. Moore Co. , Inc. should bear respon-
sibility in this matter, we will pass your request on to our
insurance company.
Sincerely,
%1. D. MOORE CO. , INC.
Chris F nk
Pro]ecy Manager
cc: Bush, Cotton, s Thompson
Ferguson 6 Burdell
3 CITY OF RENTON
..LL PUBLIC WORKS DEPARTMENT
Earl Clymer, Mayor Design/Utility Engineering
MEMORANDUM
DATE: August 30, 1988
TO: Dan Clements, Finance Director
FROM: Ron Olsen, Utility Engineer
SUBJECT: West Hill Puap Station Budget Adjustment
Because of the diesel spill from our West Hill Pump Station, additional costs
were incurred in the clean up. Jack Crumley has requested, per the attached
memo, to have a mid-year addition of funds to the account number referenced in
his memo (401/000/15.534.50). Can this be done, and if so, it would be
appreciated. Is there anything more that needs to be done other than this
request to accomplish this task?
WHill.RLO:mf
Attachment
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