HomeMy WebLinkAboutWWP2701431(31) J30NEY CREEK SEWER S--296 1+
D.O.E. General Corre.sp.
BEGINNING
OF FILE
FILE TITLE
DBE
G g/ c r a
C O rYe
ST T OF WASHINGTON 445344W __ __.
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01IMA♦ ass 16,912-IN
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RENTON• CITY OF ,,P oPoosPP.n.a
200 MILL AVE 5 \ 9..t Q� y� 'r"Iwr«w..• «
RENTON, 4A 95055
boLLll A.O'Y•W
RppIT 1.0YlIM.fl ATl 1p Alllpl �,.,
P 44514423 1: 1251055761: _ _,.
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MEMORANDUM
Date
From — � -----
�ta/�
Subject
/M1 `
MEMORANDUM
To Ted Bennett, Finance Data 06mW87
From ._ Bob Bergstrom_E±iineerin
Subject HONEY CREEK GRANT
H- i� the latest corr,spordence from the D.O.E. on the final
papaent for the Honey Creak Grant.
Thank you.
.• :b q
4W W 4 11141" MNkla
11oms.
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I'XP4RTMFN7 (k FC010GY
5W vif, rt • 41,ry,... .va4N'11 • 4Ysd 44ewitsl 1
a
June 1`,, 1987
RECEIVED
Mr. Robert Bergstrom JUN 1 T 19ST
City of Renton
200 Mill Avenue South E1169 RINC,rM
Renton, WA 98055 CITY nr RENTON
Dear Mr. Bergstrom:
On April 28, 1987, Barbara J. Moskal, .1 member of my staff, audited your
Wastewater Grant No. WFG 85.063 (Money Creek Interceptor). This grant
was for the period February 25, 1985 to September 10, 1986 in the amount
of $437,731_.W
The total eligible project cost amounted to $1,171,195.14, with the
Department of Ecology's shale being $432,765,24, less $8.75 as per
letter of September 15, 1986. Since the City of Renton has been paid
$415,844.45 to date, the retainage amount of $16,912.04 is now due and
payable to the City.
It you have any questions regarding this audit, please do not hesitate to
contact this office.
Sin re y,
f
Ron ffma
Support S v es .upervisor
Financial , iniat rat ive
Services
RH:av
MSS6/87/060311B
cc: Margaret Hill, Ecology
both Nowak, Ecology
Anne Chubbuck, Ecology
Audit, Ecology
yr. ,
SCllltgl February 25,L19t5of Renton
S LE OF COSTS INCURRED AND RESULTS OF AUDIT - Septeeber to, 19S6 SCREDOLE I
_ GRANT No. YFO 85-06 3
Description Approved* - -_—Cwts** I IMwlta of Audit
Incurred
I Budget I Tucu
I��wta
t��oats;W --� Reference Mote•
tsaInspectionFee 15 200� �..—� Acc�---..--�- et/wed
Qu
Construction: I i S 40,702.]/ I S 15,Z00.00 I 325,'12.3/ ( Sr.e Schedule II
Phase 1 I I I 1 1
I 1 I
i 305,506.00 (
Phase 11 I 314,231.10 i 305,506,00 I 8,732.10 I See Schedule II
I 495,173.00 i 570,891.9E I 4",1;J.Do
Phate ill I I 25,718.9E I See Fchedule
Emergency pour, II
I 701,106.OU i 2E8,023.57 i 288,023.57 I 1
G ra
enetor I I I
I 67.649.00 i 67,292.57 1
e
II 67,29Z.57 I I
Total Eligible Cost I ...—�_`._ I ----- I I( $1,184,634.00 I $1,231 I48.56 I I I 51,171,195.14 I $59,953.42
LEBSt '* Charges per letter of 9/15/86 �'—_- "'-"L--- - .__
Local Share
Ecology Share (,3695) 1 I i 738 429.90 I
I $437,711,00 I I 1
8colo8y Payments 1 i 5432,765.Z4 I I
($415,844.45) I
Dt:-.,re„re Due City 1 I I I
* Total budget to grant
. "—'�---• I
** Final audit reflects cantlative coats from effective date of the grant to the tapirstion date,
3CME1111LF II
City of Maataa
CALCULATION Of DEVIATION GRANT NO. VFO 65-063
Elwests Mies _ T—7ctw —liee"iaiTea—f at ee-------t [apedtttires
I 1 OwUtiom Allewd Diw lewd
inspect.on Fee i $ 15,200,00 1 $ 40,702.34 1 S25,S02.34 1 I $25,502.34
Construction:
I
Phase 1 i 305,506.00 i 314,238.10 i $9,732.10 I
I 8,732.10
I I
Phase II I 495,173.00 i 520,691.96 I 15,714.04 I I 25,118.98
i i I I
Phsor 111 I 101,10t.00 I _:9,623.57 I I
I I I I 1
fax rgescy Power Gen-rotor i 67,649.00 i 67,292.57 i I
I I
I i I I I
I 1 i
I
��- --1� _____..__. I __L__ _... .L.
Total All Elements 1 $1,184,634.00 1 $1,231 146,56 1 $59,953.42 I 1 $59,953.42
Payment for major project el to described in Appendix A will be disallowed when the 6RAMM's
request for reimbursement exceeds that element's total eligible cost without prior written approval.
wa8.m+a rr kNw..
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DFPARIWNT OF FCOIOGY
%W.Wm et 11 • (%'" 1NJwmtM '4Y VNd1'Ii • 141A141vet11'
24, too?
Robert Bergstrom
Renton Public Works Department
20D Mill Awn" South
Renton, Washington 98055
SUB,iECTt City of Renton WFG 85-061
Dasr Mr. Bergstrom:
The City of Renton's grant is being extended from March 31. 1987 to
June 30, 1987. This extension will give ma time to complete the
paperwork required for final audit.
Before the grant can be closed out, I will need letters from the City
accepting construction fort
o Phase I Schedule A A 8; C 6 D
o Phase 11
o Phase III
o Phase IV
I hope that this will be the last delay and that this letter clears up
any confusion that may mist about the releese of retalnage for the
project.
If you have any questions, please call me at (206) 459-6102.
S;ncew ly,
r��L G�1G G 1�x
Margaret S. Hill
Contract Officer
Water Quality Program
MSH:smr
cc: Fred Kern, HCW-L
Grant File
f'3,
t •
AMlat t a tttt xrdkia
Cklectr
,i,ti tx wk� GTtth
FNPARTMLNT OF ECOLOGY
ww Von M111 a I Wny,w MNwpine qoV M-11 a LNN 4~4'
March 24, 1997
The Honorable Barbara Y. Shlnpoch
Mayor, City of Renton
200 Mill Avenue South
Renton, Washington 08055
SUBJECT: City of Renton WIG 85-065
Dear Mayor Shinpoch,
This letter extends the expiration date of your grant from March 31,
1987 to June 30, 1987.
This extension will give Ecology the time we need to complete all
required paperwork for final audit.
If you have any questions, please Call mt at (206) 459.6102.
Sincerely,
Margaret S. Hill
Contract Officer
Water Quality Program
MSH:smr
cc: Robert Bergstrom, Publ.r Works Dept,
Fred Kern, HCW-L
Grant File
avers„a%TT, arw.ts r
STATE tJ1 WA'kINC1(TN
UPARTWNT Of ECOLOGY
cad lop Pt u a ONrtw 1.p2 ateatarl
December 3, 1996
t !
The Honorable barbara Y. Shinpoch
Mayor, City of Renton
200 Mill Avenue South
Renton, WA 99055
war Mayor hllu.t-w
Subject: C,.,of Renton WFG 85-063
Your Referendum 39 c ostruction g-ent awarded on March 5, 1985, contrived
an ascur+nce that 'he project would be completed on or before September 30,
1986.
7ou have not responded to my letter rat Uctobrr 13, 1986 (copy enclused).
so 1 will assume that all construction has been completed.
Thi letter extends the expiration date of your grant to March 31, 1987
to allow Erology time to complete all requt,d paper,,,,
Please note this letter does not extend the completion date of the
grant.
If you have any questions please Call to at (206) 459-6102.
Siucarely,
Mot&&"t S. hill
Contract Officer
Grants Administration
Water Quality Program
Enclosure
cc: Robert bergstroe.
Public Works DWrtsmat
Fred Kern,
RCW-G & Associates
Grant File
a0.r
YKmfa of arty N1WtN
lwwmr
St w,if lx Wa51N•K'TON
DEPARTMENT OF FCOLOGY
AWr irnp YP-U a tlyrp' Itadrt r" 'Mi(4arn . t'Fel SvNrr,
October 13, 1986
The Honorable Barbara Y. Shtnpoch
Mayor, City of Renton
AO hill Avenue Soutb
Renton, WA 98055
Dear Mayor Shtnpnch:
Subject: City Of Reatoo WG 85-063
Accordinp to our records, the City's Referendum 19 grant for wastewater
treatment expires on December }I, 1986. A final inupection was performed
by Ecology on June 9, 1986. Please submit a final payment request or a
request for audit by Ortober 31, 1986_ The City'a retainage that has
been withheld for performance will be released following the audit.
if you have any questions please call me at (206) 41t9.blip: or St,Ab
585-6102.
Sincerely,
117n4�,v
Margaret S. Bill
Cent Tart. Officer
Grants Admiaistrat.iuv
Water Quality Program
cc: Robert Bergatrom, Public Works Depattoent
Fred Kern, HCW-L t Associates
Grant File
_ate a
z PUBLIC WORKS DEPARTME14T
DFSIGNrUTILITY ENGINEFRING 0 235 2631
F IAl1NICIPAL BLALO1NG 200 W LL AVt $0. RlNTON.MASH.ae0a6
rto aa►I k`�
BARBARA Y. SHIHPOCH April 28, 1985
MAYOR
Mr. S.A. Chung
State of Washington
Dept. of Ecology
Mail Stop PV-ll
Olympia WA 98504
bubject: Money Creek Sewer Grant WFG-25-063
Dear, M-. Chung:
Please find attached two signed Appendix "C" Declaration of Construction
fnrms for the last two phases. You should have all previo s nhases
Appendix "C" forms. Thank you.
Very truly yours,
r � r
Ir,i r'cl, 1) .1L
Robert E. Bergstrom, P.E.
Engineering Supervisor
:ckd
Attachments
vNFN� MI -
C "I'1'1 NN l t
✓✓ U(t wUille G ttdr:lNU(IIW Ili HIIN ANlU11W (WIND 1"(Il II;IS
Iuk11NN1I005l
". Ilp.p rO;lrl 1". mnl pr tar In taw „+r 01 an/ prelerl or 1'artlans IMrenf, a prnfwplw,al mylnrrr,
rpl+Acre In IM S1 ilw OI NAwd mll.n, shall Snap trig .ed SI,. this ran derlarinp that law PIOJIrt
Oa+ rOnStrurte0 In Arrardennp sill, plans ane N jr,catlen• and aaler cN&O" wdere, dpprovrd py
the IIr1AArt.rot nr I.Olgy.
e. If A pr01r'rt IS N't"a englMM In ca,aaM rent" 'I lm, a a P Shall be attwh. Showing teal.
Perlin" 0 the 1111111 being d,+I.,rM on I,,, dA,e puce he$. lark Ph," of A pralrrl an't M
derl Are 41 It Is rnaPlet M. "ddIIIMAI 0eeidrAllae rem% are aeHldble frNa taw 4VWjawnt of
IcOlogy Offlres IInM Mine.
Inns de"' ion "t be Sig.M d1 /resent.. uW shall net be aWIFIM In any Oay.
11011 well NNItt MMNIPIIW to MA CI HoneY Creek Sewer P•,mID Station and
power Supply - PhaseI - Schedule C h D
N"l4 11 "INIR _.i-ty, of Renton. Dept. of Public Works wnN 14MI,Ncl IIN, WFG-85-063,
wMMIISS AYe11ue South LIAR101030 oN
- MA-A cro"Iflu 4-25.86
Renton--- _ 4A "055 IMMN n AN "I
calk 5IU1 [IP 94(II I(A I IIMI
APF"AL DAIS. 12-18-84
I herwhy Berl Art IhAI I a, the NreJOOt engineer Of the AD.,O IdenllftM pra1M1 eM net said
Mn.Iecl aa+ M10ae+1 ud absrfvM by rlf Of ) AuthnrIt i Agent In *ill. d pMlity
Ak4111A 4' Plan ."Ii,ved bi lea I4a4rlae,t of Ir0ingy, I rurteer drelart lest said pe.,lert
wIS le 1be he"1 of 01 knealedae Wl Infnrwal tan ror,,truelwd d.1 rw,plrl wp IN VYarda.re Olth
Alm 0-" .uri +In AIIed111uy aM a Jor 'KAny. Orders MPralrd by Ihr Y."j-6416f leoloy, and
AS -ONION, On llw oOl,er•s "At built" Plans. III
Signature a/PPtgbs�nil 1.41 1 to ro f
`, t't �Jl$�tIRrI U
N"VIIM;TIR/1rT1( (Nf,I1a 1N
15Irasw return ""'O1M rocs to taw UPPArtarnl of le0104y office rMekwd Mlna.
[f `+wl.Ono peyylonAl Office 1J r'rnlrol Rrylonal office
Itu WWtl asnl of fe.hnll Ih•porl."I .r Intel,
7t71 ('Ie.unAl er t4nV Mill Nest NA+hinglen
UlyOgla, Ndshirgloe, 14111k Vakl", RaShingtan "go)
U hwtf,wen Neytonal Uffler U liner. N.otonn N/rire
IleW w tla ,l Of fcolrgi Uepert".1 of feels,
s1kU - With Ma.nw NJ test INS I.dl.nn ",Mae
ReJse.l, Sathlmien gawk/ Spokane, ushl,lglen NN.Nf
I kIMIIHwerrt of ilolayyrV- Ik sdgndners
III Y+W I d�bsbl nyt o. 1811N
Mr
Re., 1/RI N101 1 a(al
g vv�wimmi
1„�`IM't�y{�,M •
O of UI\ l
Ilt II ANA,IUf IVtxiSIR CUCI IIxR fW MItM I,UILUI IUN CIMINUt IAC Illillb
Misfits I lows,
A. llp.;n rurlplollon, and prier I., the use of any projeel or lartlons thereof, a professional rvilerrt•
r"IslerM In the %lair of Washlogtno, +Moll complete and slgn ❑rls folat dee14rleh that the project
ws eonstrlo•IN In aremrdatn» ollh plans ad speelfleallons, and major Change orders, approved by
she Dmyarlmntl of trolep.
a. If A pre Joet is brino rotpleftd In IUH+ed emUre low, + nap shall he atlarhetl sho.leg .hat
I•.rt tat of the p,o]•t1 helot, dr.Itred no " date ghee ht•lo.. larh la'ase of a nro)ni w'sl he
drriaecd an It is eo.ploted. Additional d .arallon forms are available from the Orpartmeet of
lo•.tagy offices Ilalrtl below.
C. this 0,1aratlon torsi b,• signed as presented and shall nut be oodillyd In any at.
Mw w, mlu of uxlprlt" III pmjtct Honey Creek Sanitary Sewer Interceptor
Phase 11
Mill rc 44MR City,of Renton, Dept, of Public Works WDDt pelllicf Nn WFG-85-063
AM Mss 200_Mill Avenue South Mn 19OIJ.C, M
_._.� p11Am coortilto 4-25-86
..Renton _ WA _ 9805$ _ 9n(A M Ali am)
'y tit, ^�s[+I[ Jto uN�`NATI lt 4-22-85
1 hrlehy drel Are that I r• the project rnglower of the abose Identified prohot and that add
prolo,•t. .4+ resl-.nl oed Oliver." hs m! or .1, atIorlred ,pent In M"Ortia," mlin a duality
.sswavw.• plan nlndw Ml it, it., neeoarloenl of Ire1 gY• t Neither declare that sald projrrl
.as In tb• tn•+I of .y lanvoletlg,• .,.l In/^real ten r.o,l, tbd uuf clg,l•�1 rd�at�m'mt,�[�anrr .lth
Il.r pl.r; an.I apt Illr.%Rws AM haler rhangr orders appro,nt It, the OpRtM(ki oq) and
As +1w)M, en it.e o.nrr'+ nd+.Mtlll" plans.
Slgn4lure of professional FM'itlrrr Date
*All work complete except for added channel rip rap aballNb ,Ate
not part of nOE funded work. Wkvnehof [t0E funded work. 9Av°le M¢Iwltl
1•Ina+e MUrtn rn.plH eA for. la the Urp.rltarol of trolg) offleeP eheek-d hrlo..
11 `ntlher+l Nrgleeal Office ❑ trnlral Repltrn.l Office
IMppaarlerol .g lrelnty DPpartrnl of lent",
%7 W) ll•vo.4ta, late "I Wiest Washington
MYOPIA, Wa Ml ng ton MCI% Yaklma, Washtgtoe 9A90i
LJ Ilurtho", NIq lond nfflre [] taste"Nrglonal Office
p. rimed of trot q Drparlarot of [reap)
k sap IV) , Avenue 4,t, taut 10y Indiana A,M.N
R,dernd, 104shinato. 9aOSI Spokane. WAshle ton 99M
�J lull
t.eol of (¢old) Ilra!yoArlers
Nalll slop pY-II
OIY•Nla, bshl nplan Wawa
IIY [ V :•091.)
Nar, yJNy
Si-A.. jw-..r,-k4 -
O�.�rf .•� Ewl�-,,,
1' fir,k-4-d 4� s.�
A
vE INC. TRN VER Tv.•UNIT CWLOC�gUD
•• .•.••.••.•••.• .•....
DOC ]7 ••.••. ♦..•..••r•.•••i
07 77 00 04140 C �1 SYS DOCK
DSC 77 07 /7 01 0446 D Or grS OSCi
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of erg O I
PRI, 14. 86 07 n0 0410 I 1 01
[DN It grS 1/0
00 00 00 0400 c fl grS COT
f
c�ary ` 1C:
PUBLIC WORKS DEPARTMENT
DESIGN,Uf It IT ENGINEERING • 235-2631
MUNICIPAL BUILDING too MILL AVE.SO. BENI N.WASII 9111055
a
P
0 %PIF.MO{.
BARBARA Y. SHINPGCH
MAY01. March 27, 1986
STATE OF WASHINGTON
Department of Ecology
Mall Stop PV-11
Olympia, Washington 98504
Attention: S. K. Chung
Subject: honey Creek Sewer Grant If WFG-25-063
Uear Mr. Chung:
Please find attached two signet Appendix C - Declaration of Construction
forms for the close out on 'here two phases:
Phase III - Kennydale Sewer Upsizing
Phase IV - Emerge- -y Power Generator
Previously I have supplied an Append C form for Phase 1, Schedule A and
8 - Pump Station Force Main.
Two other phases are nearing completion and 1 will close the^c project,
out next month:
Phase I Schedule C and D - Pump Station
Phase li - Canyon Interceptor Gravity Sewer
Thank you.
Very truly yours,
r6'�
Robert E. Bergstrom, P.E.
Engineering Supervisor
:mf
Attachments
YnlrnlRIwnl
II 11iM141M9M •
• lAl1YlYNt�
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4���/// A"rt unit
to, nllnl NMI IY 04r•I10k I im in "A[III IAa1.111pm CIa1141* 1N 111111
PAINIM IIIM!\I
A, f^..... I,ap�I rl lun, a.l prinr br Inr •+r or an1 1w.jIt nr 1'nrr hnu Ihrrlxd, n nrn Gaalmral r.gir.rq,
4l at rr..y In Ih. Sr.Np nl 9.nh LwV m., ah.dl rrgrL Ir .pxl vinn Ihl•. Inlw .L*IMLxI Ihal Ihr prof Ml
rat .malnxiwl In .x up U.ppr rllh ylan9 awl .dMl/l.vl do.+, a.xl weJxr rlr.pgr pl drn, gyrfmrYl hr
IM- Irry W,.f lul IrNirq},
$1. to n pfa.lrY•1 1♦ Ip lwl .veyd.nd In IalaaM rnllN nri hvr, r wry 01.111 h .Nlx.aoYl ahnrbq Thal
I`nH Inn N Ilp• pn•I�.r In.bra dr.Ivrrd nn Ih• d.rr yl. rl , I.rr� a.wv.
rhv lend na 11 1+ •ayl bl wl. A,Idll Innal .Mrl Mallet as w'Ie A, NI ddn / of a pr Jnl +ruI yr
I rul.ga Mira: IM.vI Iolrrr. rs tha0 perl4nt nI
l'. i1.1•. drrial ai let. x".:r M1r 311pvr1 .n I1rran4.11 IM SNAI r 1 hr w.Mlllwl In
Ilnla \nil lYl111 IN .p!,Ipal to IYal ar'I ..11on4Y_Crtgk.5eifers Phase IIII WStink_
-City of Reptop, _Og2t. of Fuhitc WorksY Npr "Intel m.4FG-0S•063
200 Mi I 1 Aven44t.Sggth ran 1410.11flm
Renton -. Mashipgton__ - 98055 9InY 19M Nnl
l" aun )u' _ vYnllcall"1
N9Yma "All _g719-85_
I hrl rJ.i tlrrlara Ihar aw Ihr Ipnlart anyLlrar of it, atrovr• IUrvdllha pru)rrl arrd Ihel lid
.•'an�nn ra+l n�Ifnr,a .n.d u1rYr•ra r+1 i} xrc 9r wy ndlrfrlrnl erNul In .xrard,p.rr rlw
hr if...Ih pan wrv.l of Indml}. 1 lurlMr drr larf• t .Ywid.�roarrll
Inf"Mit Ian .nnHhx twl pnl nwpl rryfr .Nyg (J.rMI IIh
aap.r rholgr "Ater, om mr,I h} Ihr }1u,ar f lrnl uM'� rlllx 01 ena• fl""" •.,9 b91
In alnm ..1 1' 6 aalanai frglnr•ar� g`"
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hx.+r III...... el ..1 fiw
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':): II•.e.....rr larr 14ypinwrnl n/ lYolay}
Ill3Nple, rn Jd and px "Ilnf! Wit W.f1 rnahlrmtn"
Yaklwa, �aahl�1lrr 96901
�,) Ih..I bnraf IhyVl m.al ylrlrr
"•1w1^"" n/INI•xl• ULaalrrx bnnlnnal llllirr
tle. 1'.g16 A.rnxN 11,1. IM pnlw.�iq pr frnlegv
N..arnml, 9a.h1mrl nn ^dlf.j InY Vf a.1 1ahl ny I lon 990 a nl rv.
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1, Illux. nlydrl bn., .r.r N"Inr Lr 1ar r nl ,.y pn•f..l ar i».rllm' 1lnrrol, .1 Vru/^af b..al rM burr,
.•.d•Irl..1 In 11. •.I Air W 1.,It I..11 w., 'hall nrydr1 .rl ,Ina Ih1 . hlr. •a,la.Iw, Ilwtl Ihr IrroJ•rl
wr. ..MJ n.1•.1 In « .•,l..n.. .ln. rl..• .IM 'p.••116 ai Hwr, r.l oJM rb.N.1r of drr', .ypn,f.v1 Ha
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N. 11 • p1. b.1 IN
h.r lwr, ..ryrl•ir.1 In r•r nvM r Mdnn9 lo•1, n w,p 'ball 1. nl l,b'Lrd ,lunlM IhAI
Iml IM,nr IM• 1N...Irr1 brl•.1 A•ri rtr,t M. tir d.dr ylfr+l «rlrs. I.rl• larafr of a MwJM I Mnt hr
rM+1 u•a a•. II 1 . .r.y.l rl•+1. M.1111Mr..1 la•,InrAllMl fum .ar A.AIIMdr• Iru. IN, IIIyIArl.rrr.l of
1•nb»p n111-ns Ilia MI...
I. II•I•. Mr LN allm• •Tr • Lr elYnnl n rr••vml.y .xl 'hall rurl hr wuw1111•d In My 11'.
I'" Vol I1n11 I.•-W, 11.1 111 Honey Creek Serer Ealeryency —..
Power Generator - Portab l e_Trail er Muntell Genera for ror the Serer Pu111Q—„
Station (Phase IV).
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PUBLIC WORKS DEPARTMENT
OFSIGN/01111v ENUINEERING • 135 2631
A MUNICIPAL RtlII DING M MILL AVE SO RENTtN,WASH.99056
h b
1a��
H2O SE etE
BARBARA V, SHINPOCH
MAYOR March 27, 1986
STATE OF WASHING'ON
Department of Ecology
Mall Slop PV-11
Olympia, Washington 98504
Attention: S. K. Chung
Subject: Money Creek Sewer Grant / WFG-25-063
Dear Mr. Chung:
Please find attached two signed Appendix C - Declaration of Construction
forms for the close out on these two phases:
Phase III - Kennydal^ Sewer Upsizing
Phase 1V - Emergency Power Generator
Previously I have supplied an Appendix C form for Phase 1, Schedule A and
8 - Pump Station Force Main.
Two other phases a nearing completion and I will close these projects
out next month:
Phase I Schedule C and U - Pump Station
Phase II - Canyon Interceptor Gravity Sewer
Thank you.
Very truly yours,
bI) t"VA-
Robert E. Bergstrom, P.E.
Engineering Supervisor
^If
Attachme.ts
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'Ice 'N 1'f'nll City of Renton Otpt._of Public Yorks .INN 1'Ml.irf No. FG- -06J
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14PAIt1MNT OF FCOL 3GY DEC 2 3
198'
Ibcember 19, 1985
Mr. Robert Bergstrom
Public Works Department
200 Mill Avenue South
Renton, Washington 98055
Dear Mr. Bergstrom:
Subject: Money Creek Sewer Project
Grant No. WFG 85-063
As we discussed, after reviewing your grant, we have determined that the City
of Renton is entitled to additional funds for construction. As I detailed in
my letter to you of September 30. 1985, eligible tests are limited to 110 percent
of the estimated bid construction. Your current grant total was based on the
original amount applied for, which included engineering design costs. Design
began before the grant was issued; therefore, the grant was made for construction
and inspection services only. The money requested for design (Step II) was applied
toward construction costs. However, when the change was made, the additional
10 percent allowance for bid overruns was not included in the Department's share.
We are increasing your grant amount from $398.620 to $437,731.
This is determined as follows:
$797,256 Total Eligible Cost (from grant application)
less 1..5...ss.,2..0..0�. Inspection Fee
$7,�2,u5o Total Estimated Bid Construction
z 110%
SBb .M Total Eligible Construction Cost
A 15 t2,�00,. Eligible Inspection Fee
jt,462 Total Eligible Cost
a 50% Grant Percentage
$437.731 Department of Ecology Share
I have enclosed a revised APPENDIX A. Budget Information, which includes the
increased grant amount and reflects all the eligible costs. Please attach tt.ts
revision to your grant contract, and refer to these figures when you prepare your
requests for reimbursement.
If you have any questions, please call me at (206) 459-6102.
S+iinter�oly,
�ry
Rosemary t./Walrod
Contract Officer
Municipal Division
RLW:sbh
004/017
Enclosure
cc: Fiscal Office. Department of Ecology
Grant file
APPM11 A
• Budget Information •
City of Renton Boney Cree■ Interceptor
NFG 85-063
IMd011 MACT ELEMENTS
Total
Step III Total Ellgibie
Construction Cost Cost
1. Inspection Fee $ 15,200 $ 15,200 S 15,200
2. Phase I Construction
(100% eligible)
Schedule A - Force Nain
(Less ineligible items) 94,861
Schedule C - Pump Station 95.000
Schedule 0 - Power Supply 79.295
Change Orders 5% 13.458
Sales tax 8.1s _ 22,892
Subtotal S 305.506 S 305.506 S 306.506
3. Phase 11 Construction S 519.353
(84% eligible)
5300 L.F. of 12" line, appurtenances,
restoration, (less ineligible items)
Change Orders 5% 25,968
Sales tax 8.1'" _44,171
Subtotal $ 589,492 $ 589.492 S 495,173
4. Phase III Construction
Downstream gravity line improvements $ 342.465
Change Orders 5% 17.123
Sales Tax 8.1% 29.127
Subtotal S 388,715 $ 388.715 S 301,106
5. Emergency Power Generator S 59,600
(Item a's 16 3)
Change Orders 55 2,980
Sales Tax 8, 1% _ 5r069
Subtotal S 67,649 S 67.649 $ 67.649
Total Project Cost $1,366,567
Total Eligible Cost $1,184,634
Grantee Share $ 978,831
Department of Ecology Share S 437.131
n a
Revised 12/19/85
003/017
September 30, 1985
Mr. Robert Bergstrom
Public Works Department
200 Mill Avenue South
Renton, WasiA ngton 980S5
Dear Mr. Bergstrom:
Money Creek Serer Project
Grant 0 WFG 85-063
ENE NCR POWER GENERATOR
Thank you for your letters of September 12 and September 16. 1985 regarding
an increase to the City of Renton grant to cover the cost of the stand-by
electric generator unit for the Devil's Elbow Pump Station. We appreciate
your concern that this unit is being required with no funds provided for
It in the grant contract. Unfortunately, we cannot increase your grant
to cover this cost despite the fact that emergency power must be made avail-
able for this facility so that state criteria for construction of wastewater
facilities are met.
According to the Referendum 39 Guidelines and the city's grant contract,
eligible costs are limited to a maximum of 110 percent of the estimated
bid construction. The amount of the grant is based on the engineer's estimate
as expressed in the grant application, The grantee is responsible for any
costs in excess of this amount.
Lf the actual construction bids for the project had been lower than the
estimated bid, and funds were remaining in the grant, the unallocated monies
could have been applied to the cost of the generator.
Sincerely,iyours,
r f
` eeRosemary L. Walrod
Contract Officer
Municipal Division
RlW:sbh
V2!e12
cc : Grant file
�yF kF. • •
v r
PUBLIC WORKS DEPARTMENT
DESIGN/UTRITY FNGINEERING A 235 2631
MUNICIPAL aU1lDIN0 300 ARIL AV[.110. RENTON,WA{N Na6b
b
P
rQ0 �p(kMAK"
BARBARA V. SHINPOCH
MAYOR
SeP1100ber 12, 1985
Weshington State Department of Ecology
Nail Stop PR-11
Olympia, Washington 98504
ATTENTION, Ed O'Brien
SUBJECT, HWY CREEK SEWER EWRGEWCY POWER
Dear Ed,
Plaese find attached the signed contract for tm. last phase of work
for the City of Rerton Portable Engine Generator Set.
In addiflon to this submittal 1 am requesting that tM grant amount be
increased to accommodate this extra project work required by your office.
Our present grant amount Is $596.000.00 and the eligible project ele-
ments. item 01 and 15 amount to 1161,600.00. 1 would propose the 50s
grant be increased to S426,800.00.
Thank you.
Sincerely,
Bob Bergstrom
Engineering Supervisor
Be, cc
Attachment
CITY Of RENTON SCHEDULE OF PRICES
ENGINE GENERATOR SEt� . JULY, 1985
I
' SCHTOUIF OF PRICE%
' ► INLE LNGINI. GFRI:RAIOR SIT
RAIER ►ROw,CT NIL. BIS
' 14011, UNIT PRICF% FOR ALL ITEMS. ALL EXTENSIONS AND TOTAL AMOUNT Or Din
MUST RE SHOWN. SHOW UNIT PRICES IN BOTH WORDS AND FIGURES. AND
WHERE CONFLICTS OCCUR. THE WRITTEN OR TYPED WORDS SHAH PREVAIL.)
ILEM QII�N ►tEr EEMIPTION_ "IT PLACE TOTAL (RICE
1. 1"Mp SLIM 125 KW PORTABLE TRAILER 1
MOUNTED EMERGENCY GENERATOR SET
MP �1 —�
COLFTE (CATERPILLAR NO. T2DBT) 42,21:,,1:,
Sty nln u a _ l:tnFr�• 11 •n ,ll aa,+nu� �fj��
' �'fi '11UV{� '1W',�N.a�1u•r� <ltllu�'�/tea^"
to �
2. LUMP SUM ELECTRICAL MODIFICATIONS AT �.-
HIGHLANDS PUMP STATION, 1
S t�
(WORDS
1 � t
]. LAMP SUM SITE IMPROVEMENTS AND E-G SET S l 11GU S kt1,Ac�c.1
BUILDING AT HIGHLANDS PUMP
STATION
11
IaTS4111 JbW1Sll5! oLtnFRI\
p�cxl°��j J
SUBTOTAL {
SALES TAXC�,ES TAX (8.11) : n
IOTA L
T �ay� 1 `1GU Gig \11\4�a . 11Uw�tlil�
.{'n,Frl•` X.,�L '�rYN10t+`ra caa,�s ,
SCHEDULE OF PRICES - 1
11aYd s Qf/�ce ,�I
CITY OF REMTC'•
INTMORARTWINITAL ROU71MG St1P
( tYl
_ Fleas.Orpue ra01Y for tlr Mayo, s 5.9natue at
kw"s 0"f - Sul v
%ease'e0ty to tfte sttr_nao lettter Id ter Wvo.
—stw+'•q a cl O to ttr YYvd
__Phase '"], M .-tn t!ee facts '*wolY.a.n the
Mtactd Iet1M
fd ftd 'd y 01.ase
_fd.YOW fd I0r rtddwNwn ane ''bs
_c<ter7KJt t 0 1a�f4��.
.0
def t0
•Actron reo.aalsa n0sYd twn—fir
4140A VA K'!!r Lim It
0ie.w• c p 9 1965
iTAn t* WON"'"^ C1YY tl6 �+aatygj
r*,PARTWNI t* ECCAOGY
i1 At/t wyu Il"tt • (XY'IkW ttawttkY �.M V.l a' ; • I:M•1 �SHh:iil
f ybobw
t
The Honorable Barbara Shinpoch
Mayor, City of Renton
200 Mill Avenue South
Renton. 49shington 98055
Dear Mayor Shtnpochl
1 have r*vtewed the 50 percent draft ..i the Devil's Elbov Pump Station
06M Manual and have the follovins convents:
11 Ensure all diagrams, figures, dravinss and tables are included in
the 90 percent draft of the 04H manual.
2) Pleaae ensure that the 04M manual is adequately proofread for tvpoa
in the east draft.
1f you have any questions or comwnts, glass* call me at (206) 459.6093.
Regards,
tMri\.wa .k-
Al Bolinger 0
O&M Specialist
Municipal Division
ABelm
ecl Rosemary Walrod, WDOE
Cary Brugser, MWRONDOE
— .
KING CONSTRUCTION COMPANY
4734%N JI11b Pt
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COMI Le Ns A'•NO-0C•fMON
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OIIoxct NO r r
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LAVARTMNT C* FMOG
W, X'J, Pi-'I ♦ ith", 14.Mftkw WON a'I: •
August 9, 1985
Mr. Robert Bergstrom
Public Works Department
200 Mill Avenue
Renton, Washington 98055
Dear Bob: J -
Honey Creek Sewer Project WFG 85-063
Request for Reimbursement
I have reviewed your request for reimbursement, and find I cannot certify
it for payment without the following additions:
1. In accordance with Appendix B of the City's grant
contract, the payment request voucher must be certified
by tFe CONTRACTOR/GRANTEE. Form A19-X has a certifica-
tion provision which must be signed by the CONTRAC-
T^0,'6RANTEE or its authorized representative before
payment will be allowed.
2. Supporting documentation showing dates covered, and
providing a brief explanation of the charges should
be submitted. Copies of invoices for engineering
services, the engineer's periodical estimate and/or ,
statement of construction achieved are the types of
documentation which we expect to receive to establish
grant eligibility.
Please review Appendix 8 of the grant contract and Chapter 6 of the "Finan-
cial Guidelines for Grants Management." booklet which I sent you in Marcn
for further guidance in submitting your reimbursement request.
1 am returning your invoice voucher to you to. signature by Mayor Shinpoch
or the officially designated signatory. Please call me if you have
questions.
ncerel y..rs/�
Rosemary L. Ralrod L
Contract Officer
Municipal Division
RLW:sbh
07a/N8
Enclosure
cc: Grant file
nr«.In1 wnl� NR.w,lk •
Iw«eaw
Wk14*9, (.Yw
E*PARTME T OE ECOLOGY
%W Vhvr M (r • (W"ryw VixMq(an 'W1144-11
August 6, 1985
Mr. Robert Bergstrom
Renton Public Works Dept.
200 Mill Avenue South
Renton, Washington 98055
Dear Bob:
Honey Creek Sewer Project Phase III
Bid Award Approval
We have reviewed the results of the bidding and con,.ur in the award of the
contract to King Construction Co. for $342,465.20. Based on the letter to
you from Chris Haynes on July 10. 1985 describing the eligible, partially
eligible and non-eligible items, and within the limits of your grant award,
eligibility is as follows:
Schedule A - $190.846.45 Eligible
B - 12,769.00 Eligible
C - 39,066.51 Eligible
D - 22,594.00 Eligible
TOTAL $265,275.96
Depending on final quantity adjustments this amount may change; however I
have revised APPENDIX A - Budget Information based on this figure. The revised
APPENDIX A is enclosed for attachment to your grant.
Please let me know when the preconstruction conference is scheduled.
Si"ly yours,
l Rosemary L.'Walrod
Contract Officer
Municipal Division
RLW:sbh W KYa�M
051/48 �sal -.
Enclosure
4
cc: Fred Kern; H,C.W-L AUG T i5ii5
S. K. Chung, WOOE
Grant file
• + APPENDIX A •
dudget Information
City of Renton Honey Creek Interceptor
MAJOR PROJECT ELEMENTS
Total
Step III Total Eligible
Construction Cost Cost
1. Inspection Fee 1 15,2DO S 15,200 S 15,200
2. Construction
(100% eligible)
Schedule A - Force Rain
(Less inelig ie items) 94,861
Schedule C - Pump Station 95,000
Schedule 0 - Power Supply 79,295
Change Orders 5% 13,458
Sales tax 8.11 _ 22,892
Subtotal S 305,506 $ 305,506 $ 3L5,506
3. Phase 11 Construction $ 519,353
5300 L.F. of 12" line, appurtenances,
restoration, (less ineligible items)
(84% eligible)
Change Orders 5% 25,968
Sales tax 8. 1% 44,171
Subtotal $ 589,492 $ 589,492 S 495,173
4. Phase III Construction
Downstream gravity line improvements S 342.465
Change Orders 5% 17,123
Sales Tax 8.1% 29,127
Subtotal S 388,715 S 388,715 $ 301.106
Total Project Cost $1.M.913
'Total Eligible Cost $ 797.256
6r•ntee Share $ 900,293
*Department of Ecology Share S 398,620
*This represents a maximum amount
based on grant application
A - 1
Revised 8/2/85
002/06
t3F RAC• • •
o PUBLIC WORKS DEPARTMENT
U ?. Of i1GN/UTILITY FNGMEf RING 0 235 2631
R
MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WAS" tBBs6
e e
4�
1�in SF PtL Je'.
BARBARA Y. SHINPOCH July 26. 1985
MAYOR
Me. Romemary Ualrod
HAahlnpton State Dept. of Ecology
Nail Stop Pv-11
Olympia HA 98504
Subject: Honey Creek Sewer interceptor
Dear Romemery:
Please find attached our bid results for the Honey Creek Sever Emergencv
Poser Generator.
The rrn+semendeu low bidder is Puget Constructors at $73,291.80.
1 have attnebed copies of the bid bond, proposnl, navertisements, and
bid Rosemary.
I request your Approval on award to Puget Conntuctors. Thank you.
Very truly yours,
Robert F. Bergstrom, P.E.
Sup, touring Engineer
rkd
Attnchments
i l A0o D
JUL p 9 18e6
July 2S, 1985
Mr. Robert Bergstrom
Public Works Department
200 Mill Avenue South
Renton, Washington 98055
Dear Bob!
Money Creek Sever Pro)ect; WF6 85-063
Autboriution to Solicit Lids for Portable "merstor
This letter serves as written confirmation of verbal authorization to adver-
tise and to open bids for the portable generator for the Devil's Elbow
Lift Station. The award of this contract should not be made nor should
all bids be rejected wi,hout authorization to do so from this Department,
After bids have been opened and you have determined the low responsive,
responsible bidder, please send Re your recommended selection for bid award
and two copies of the following items:
1. Certified tabulation of all bids received.
2. Proposed fora and bonds from the successful bidder,
J. Proof of advertising, indicating the circulation dates and time
for receipt of bids.
4. Any addenda issued during the bidding period and acknowledgement
Of its receipt by the successful bidder.
Please call me if you have any questions at 454-6102.
S cereiy
RIMY
Rosemary L. Wairod
Contract Officer
Municipal Division
RLW:sbh
025/t8
cc; Fred Kern, W,C,Wd
Ed O'Brien, WDOE
S. K. Chung, WDOE
Grant file
'4Ah k VIA,11
twnYm
tXPARTMEM Of rc(x(x y
1LW kg, M It a rArgw 4NWtlha, WfV4dr"�� a
July 23, 196
Dept. of Public Wor,,•
200 Mill Ave. South
Renton, WA 98055
Dear Mr. Bergstrom:
Wastewater Facility Improvements
Money Creek_- Phue 3
Ou behalf of the Department of Ecology, the following thapge order has
been reviewed and ,s hereby approved eligible for grant participation:
R. L. Alia Co.
Change Order No. I for $500 increase
Copies have been stamped with our approval and are being returned to
you. Please Incorporate these changes in the appropriate plans, speci-
fications, or contract documents, and have copies available for our
representative's use during field inspections.
If you have any questions, please contact me at (206) 45f-6102.
5!near ly�y,,,
v RoUi L: Wa rod -VAI(W/
Contract Officer
Moniripal Division
RLW:sc
Enclosure f�
cr: S. K. Chung, WOOF u1' of*t�4�Mi.
Freder/ck Kern, Ifemmind, Collier 6 Wade-Ltvingstone
Giant File
AUG Y 1 1985
CONTRACT CHANGE ORDER
o.�_
DATE: ';"ti ;^ `- PROJECT:
JOB flu.OWNER: JOB LOCATfb �
----
TO: (Contractor
CC: (Surety)__ _
YOU ARE HEREBY INSTRUCTED TO:
❑Make Changes in plans and specifications ❑Fxecute work as noted below
as noted below ❑Delete work as noted below
perform extra work as noted below []Restore areas as noted bel: -
DESCRIPTION AND/OR SKETCH TY bNIT UNIT PRICE TOTAL
iC6"/GA1T'.Y C. Tiv/O:,T•T"�`..aQ..C:' a
P P P R O V FO
DATE
CONSTRUCDON MGI T
Sf Ctl(W
IFOR THE ABOVE DESCRIBED WORK: `
Submit lump sum cost S (increase, cnsu
Submit unit price
[, Record and submit force account cost per specifications
❑Same unit prices as bid
No change in contract price
C0—( N
— Same [-j n (increase, decrease) calend&r days
PF.00EED WITH WORK:
Q Immediately ❑After receiving owner's approval ❑At your convenience
Recommended by (Engineer). Date
Approved By (Owner) !r. r- Date
Agreed to by (Contractor) c —'-'pates
HAMMONQ C IC 5DE ,IIVING$TONE
,AEgAlE. , , •
INC. .•�_'•.�
•.
CONSULTING ENGINEERS . ����.
APPCtDIX A
Budget Intonation
City of Renton Money Creek Interceptor
MAJOR PROJECT ELEMENTS
Step I', Total Total Eligible
Construouon Cost Cost
1. Inspection Fee $15.200 S15.200 $15.200
2. Construction
(1001 eligible)
Schedule A - Force Main
(Lose ineligible items) 861 _ i
Schedule C - Pump Station
Schedule D - Power Supply
Change Orders 52 'TT7S�
Sales max 8.12
Subtotal $305.506 4305,506 $305.506
Estimated Bid Construction
5300 L.F. of 12" line,
plus appurtenances,
restoration, etc.
(842 eligible) $479,200 To be Determined
Downstream gravity line
Improvement@ $107,501)
10% Contingency 58,670
Subtotal $645.370 $645.370
Total Project Cost $950,876
Total Eligible Cost 797,256
Grantee Share 152.256
*Department of Ecology Share 39B,620
*This represents a maximum amount
based on &rent appltca•lon
A - 4
hV 011 YAtn reltlN r r
Door"
4fali is rkarft.j,,..
MPARTWNT (W WCA u
July 24, 1985
Mr. Robert Bergstrom, P.E.
City Eogfaeer
City of Renton
200 Mill Avenue South
Renton, WA 9805S
Door Mr. Bergstrom:
Devil's Elbow Pump Station Generator
WFG 85-063
The plans and specificatioup for the above-referenced project have been
reviewed. This project consists of purchase and installation of a
portable generator art at the Mtghlamlr Muter Rooster Pump Station.
In accordance with RCW 90.49.110 and Chapter 173-240 WAC and on behalf
of the Department of Ecology, the plans aiid specifications are hereby
approved
This approval shall not tells", the owners of this facility from any
responsibilities or liabilities as a result of nonco"Itance during con-
struction or in operation of facilities approved herein.
One art of the approved documents is being returned for your project
records. This approval does not authorise you to proceed with adver-
tisement for bids or say other Step 3 type activity. A *operate autho-
rization letter will be sent to you at the appropriate time notifying
you of the procedures to follow.
If you have any questions, please call Ed O'Brien at (206) 459-6099 or me.
8inrenly --�
4.rI �
CA ll. gaynM, PA_ Supervisor
Facility planning 6 Design Section
Municipal Division
f:aclozu re
cc: Dan Ervin, RM2 Engineering
WORE Regional Office - Gary Bruner, NWRO
FPD Ent.
Grant file - Rosemary Walrod
Ii1P�RiM11f\i lA !Ct>ttil,A
July 12, 1985 _
tee 5u•.
iY aaRle
Mr. Robert Bergstrom
Debarment of Public Works
200 Milt Ave. $.
Renton, Washington 9e055
Dear Bob: JUL 1 5 1_:3
Mbney Creek Interceptor Project
Wiese 111 —_YF6.85-"31
Plans And specifications for Phase III of the Hone3 Creek Project nave
been approved by Chris Haynes. You are hereby Authorized to advertise
for And to open bids for construction of this project plive. The construc-
tion of this project contract Should not be awarded until you receive appro-
val to do so from the Department of Ecology, nor should all bids be rejected
without prior approval.
After bids have been opened and you have determined the low responsive,
responsible bidder, please send me your recommended Selection for bid award
And two copies of the following items:
I. Certifie
d tabulation of all bids received.
2. Proposed form and bonds from the siccessful bidder, i
3. Proof of advertising, indicating the circulation date$ and time
for receipt of bids.
4. Any addenda issued during the bidding period and acknowledgement
Of its recY of by the successful bidder.
This project is 84% eligible except for those items detailed in Chris A.
Haynes' letter to you of July 10. 1985.
Please call me if you have any questions at 459-6102.
;iticer4�ly yours, /
Rosemary L, rod
Contract Offic4r
Municipal Division
RLW:sbh
051/07
cc: Fred Kern, H,C,W-L
Grant file
t,,, �sN
CITY OF REN ON
HOMEY CREEK INTERCEPTOR
GRANT RE10ORSEMENI REgmst 01 rely Ms 36% Kt¢i
i
flejor ►roject Elements Gmst- S _ III Eli ibf31 _ st.11 Elfoible costs i AR � FI,y,Lft.Ca�
II Inspection $15,200 $15.700 -0-
12 Construction 1001
Phase I - 'AW Schedule FM ".861.00 100% $89,744.41 "
Chan Order N/drt Tax
9r (except hews 500.00 �-
Safes lax
Phase TI - 'C' Srhedu le Pump
97.554.70 (Subtotal t 4t•� -".--r�a�.i..•�a•
{95.000.00 100% 38,300.00 ;rit got .7ss_saSJx+,u t;as cyer
# Order 23.302.95SaleTa w/o tax 4.989.84
".W.79 (Subtotal ) r s
iwy.
`
'
Phase It Interceptor Chan Order 479,2W '_.U.00 84t 57,92 to--
x leiax (except items
r/o tax 4.691.93 ""+a" a'+
62.617.07 (Subtotal)
Phase III Kennrda to 342,4b5.ZO (Detailed) -
exceptions I -0- r=i�s—w4
Change Order zr4ra
Sales Tax tax I �iT A •�T /� '"r
Phase IV Pprer Generator 64.30C.00 100t -0-
Change Order 51708.00 (Sch. 193) r
Sales Tax 69.508.30
SUBTOTAL f 5226.764.06
GRANT SOS I - -^ sx ..1.c< t;•'
113,382.03
51 RETAINAGE _ 5,669.10
GRANT SUBMITTAL $107,712.93
i
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it
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illi I 1111H 1 II id
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r
July 10, 1945
fn
Mr. Robert Bergstrom '
City Engineer
City of Renlou
200 Mill Avenue South
Renton, WA 98055JUL 1 S 19aS
Dear Mr, Bergstrom:
Honey :reek Sewer Replacement
Phase 3� Addend" Mo. 1. WFC 85-063
The plans and specifications for the above-referenced project were
Previously approved on July 9, 1985, The project consists of replaring
or paralleling approximately 2863 lined feet of gravity sewer. Ti. s
Proposed modification consists of changes to the bid schedules and other
miscellaneous items.
It accordance with RCW 90.48.110 and Chapter 173-240 WAC and an behalf
of the Department of Ecology this addeodusw to the plans and a ecifics-
tions is hereby approved subject M the following conditions
Because ywr bid schedules he%, changed, the identification of
grant eligibility by i °d item n Ed O'Brien's June 21, 1985 letter
to you must be revised as follows:
Rid Schedule A:
Items 1, 2, 9-16, I8-25 are completely eligible
Items 3-7 a n 304% eligible
lime 8 and 17 ate not eligible
Bid Schedule B:
Items 1, 6, 9-1: are 84% eligible
Items 2-5, 7, 8 are 25% eligible
Plcasc note that new side sewers and repair of drives, curb., and
sidewalks are not eligible. Theme were deleted as bid items in
revised bid Schedule B. Do not bill the grant for such work.
Did Schedule C:
Item 12 is not eligible
All other items are 84% eligible
ay.
r
Mr. Robert Bergstros,
July 10. 1995
Page 2
81d Schedule D:
Iten 12 is not eligible
All other itew are 94% eligible
One set of the approved docusests is being returned for vour project
records. Please incorporate these approved changes into your previously
approved plans and specifications. This approval does not authorise sny
increase in grant amunt to pay for this "rt.
It you have any Questions, please call 8d 0'Bn en at (206) 459-6089 or
Ise.
Sincerely,
'�/Q
Chris A.�Raynet P rvisor
Facility Planning 6 Design Section
Municipal Division
CAH:db
Enclosure
cc; Fred Kern, H, i'-L&W, Inc .
WDOE Regional Office - Gary Brugger, NW)
FPD Eng.
Grant File - Roseeary Wslrod
aN aNa at al t\ aem,IR �;a�'1
\I VI r Y r\a,VaNC.il W a
DIPARTWNT OF ECOLOGY
\W wrp I'F u • (meow ti"" " Wif"- J ♦ IAaY a5vdau
July 10, 19r,
Mr. Robert Rergstrom
City Engin.er
City of Renton
200 Mill Avenue South
Renton, WA 98055
Dear Mr. Bergst-om:
Honey Creek Sewer Replacement
Phase-3y Addendrm No_Ii,WFG 85-063
The pl-,ns and specifications for the above-referenced project were
Previously approved on July 9, 1985. The project consists of replacing
.ir paralleling approximately 2863 lined feet of gravity sewer. This
proposed modification consists of changes to the bid schedules and other
miscellaneous items.
In accordance with RCW 90.48.110 and Chapter 173-240 VAC and on behalf
of the Department of Ecology this adn:ndum to the plans and specifica-
tions is hereby approved cubject to the following conditions:
Because your bid schedules have changed, the identification of
grant eligibility by bid item in Ed C'Brien's June 21, 1985 letter
to you must be revised as follows:
Bid Schedule A:
Items 1, 2, 9-16, I8-25 are completely eligible
Items 3-7 are 30% eligible '
Items 8 and 17 are not eligible
Bid Schedule B.
Items 1, b. 4-14 are 84% eligible
Items 2-5, 7. B are 25% eligible
Please note that new side ■ewer$ and repair of drives, curbs, and
sidewalks are not eligible. These were ueleted as bid items in
revised bid Schedule B. Do not bill the grant for such work.
Bid Schedule C:
Item 12 is not eligible
All other items are 94% eligible
Mr. Robert Bergstrom
July lu, 1985
Page 2
Bid Schedule D:
!ten 12 is not eligible
All other items are BA% eligible
One set of the approved documents is being returned for your project
records. Please incorporate these approved changes into your rreviuusiy
approved plans and specifications. This approval does not authorize any
increase in grant amount to pay for this sort.
If you have any questions, please call Ed O'Brien at (205) 459-6089 or
me.
Sincerely,
Chris A. Haynes,, Ppervisor
Fectlity Planning A Design Section
Municipal Division
CAH:db
Enclosure
cc: Fred Kern, H, C-LAM, Int.
WOOL Regional Office - Gary Bruggei , NWRO
FPO Eng.
Grant File - Rosemary Walrod
STATE OE WA~E TON
DEPARTMENT OF ECOLOGY
Vr' 14aa PI U a (hnv.,, t%A0,Wt,A •415N.8,il s (2t41 459,"k)
July 9, 1985 _
�no C, sae as I�
1IUUnn�UU i
Mr. Robert Bergstrom
City Engineer
City of Renton
200 Hill Avenue Sou,.h ; Z
Renton, WA 98055 JUL
Dear Mr. Bergstrom:
Honey Creek Sewer Replacement
Phase 3, WFG 85-063_
The plans and specifications for the above-referenced project have been
reviewed. This project consists of replacing or paralleling up to 2863
lined feet of gravity sewer pipe.
In accordance with RCW 911.48.110 and Chapter 173-240 WAC and on behalf
of the Department of Ecology, the plans and specifications are hereby
approved subject to the following conditions:
1. The City must accomplish the work in Schedule A pr.or to
start-up of the Devil's Elbow pump station.
2. The City must purchase and install an emergency generator to
serve the Devil's Elbow pump station. Prior to start upof
the 0evi1's Elbow pump station Washington Department of Ecology
must receive a statement, signed by the grant signatory, i.e.,
Barbara Shinpoch, that the generator's first priority shall be
service to the Devil's Elbow pump station.
If you have any questions, please call Ed O'Brien at (206) 459-6089 or m..
Sincerely,MriS A.
Haynes, P.F. , So rvisnr
Facility Plnnning 6 Design Section
Municipal Division
CAH:db
Enclosure
cc: Fred Kern, H, C-W&L, Inc.
WDOE Regional Office - Gary Brugger, NWRO
FPD Eng.
Grant File - Rosemary Walrod
APPROVED
illy Or RENTON
BiD PROPOSAL, PLANS AND SPECIFICATIONS
FACILITIES PLANNING & DESIGN SECTION HONEY CREEK - PHASE III
MUNICIPAL DIVISION SEWER REPLACEMENT
DEPf'MM[NT OF ECOLOGY SEWER PROJECT NUMBER S - 2%
ADDENDUM NO. I
June 27, 1985
To All Planholders:
0 City of Renton call for bids: Bid opening remains 3:0C p.m.,
July 2, 1985.
0 Proposal (21 pages): Use the marked up bid schedule attached
for preparation of proposal; and, void bid schedule bound with
documents.
0 Speciel Provisions, Section 2-1.018, Prequalification of
bidders* The following planholders have provided information
which the City of Renton Public Works Department believe
satisfies prequalificatior.
0 R. L. Alla Company
0 Frank Culuccio Construction Company
o Dyad Construction Inc.
u King Construction Company, Inc.
0 R. W. Scott Construction
0 Tri-State Construction
0 Universal Utility Construction Company
(Only bids by these contractors will be accepted and opened.)
o Technical 7rovisinns
Division 111. Per Washington State Department of Ecology.
Where water mwins cross sewers and the bottom o. the water
main is less 3 feet above the crown of the sewer , special
sewer pipe construction is required.
62-1 Change paragraphs to read as follows:
62-1 DISCRIP10ON
Pipe laying, jointing, and testing shall be in accordance with
Section 62 of the Standard Specifications, except as specifically
modified herein.
City of Renton - Addendum No. 1 (Continued)
Technical Provisions (Continued)
Where sanitary sewer pipe and side sewers cross above or below
a water main or lateral, and the vertical separation between
the outside of the pipes is less than 36 inches. Special
construction shall be required in accordance with detail No.
21, included in the back of these specifications.
0 100-1 Carrier pipe replaced in casing shall be ductile iron
conforming to APWA Division 1V Section 72-3.01S, thickness
Class 50.
END Of ADDENDUM NO. 1 r��7
Amended Did Schedule Attached by: / � a,,,
reamer "t'1-G-
W9 67
$/O ,3'Cf1•t�G E MOA/�F_� Fzac ADDE�/Q/H�`i
PROPOSAL
TO THE CITY OF RENTON
RENTON. WASHINGTON
Gentlemen:
The undersigned hereby certif that
_ has examined the site of the
Proposed work and ha_ read and thoroughly understand_ the Plans,
specifications and contract govirning the work embraced in this improvement,
and the method by which payment will be made for said work, and hereby propose
to undertake and complete the work embraced in this improvement, or as much
thereof as car be completed.with the money available, in accordance with the
said plans, specifications and contract and the following schedule of rates
and prices:
(Note: Unit prices for all items, all
extensions, and total amount of
bid should be shown. Show unit
prices both in writing and in
figures.)
Signature
Address
Names of Members of Partnership:
OR
Name of President of Corporation
Name of Secretary of Corporation
Corporation Organized under the laws of
With Main Office in State of Washington at .�
P-1
M01F1E0 'Orve 40ZADvy0'l
Honey Creek Sewer Replacement - Phase 3
City of Renton
810 SCHEOUt.E
Schedule "A" - Basic Sewer Replacement Mork
NOTE: Unit prices for all items, all extensions, lump sum prices, and
the total amount of bid must be shown. Show unit prices in hoth
words and figures; where conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Specifications.
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
NO. (To be Written in Words) S UNITS
1. Mobilizativa lump S c '
Sum �`-- ---
Dollars
mt rue In ords
2. Sawcut Pavements ui all 1280 S S
Types and Thickness EF —'—
Dollars
(Unit Price in Words)
3. Common Excavation for
Street Paving Replacement C S
(includes Pavement Removal)
Dollars
i linii Vri ct in Words)
4. Subgrade Preparation for 0 g c
Street Paving Replacement SY — '-- -'
Dollar!,
Intl r Cc n tlr s�
Ps
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED e
Schedule -A- - Basic Sewer Replacement Work
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
en
NO. (To be Writt in Words) i UNITS
S. Asphalt Concrete for Gull Width 700 S $
Street Paving Replacement Tons "—
r
Dolla s
nit C! In Of S
b. Crushed Surfacing 1152 S S
(for Trench Patch and Full Ton
Width Paving)
Dollars
nit r ce ,—nWo—r3s
7. Temporary Cold Patch 300 �! S S
S.V.
Dollars
nit r e'e In r s
B. Cement Concrete Pavement N s
Patro for Drives, Curbsand Sidewalks (V Depthl
Dollars
ntt rlCe In p
P�9
Honey Creek Sewer Replacement - Phase i
Citv of Renton
BID SCHEDULE CONTINUED
Schedule "A" - Basic Sewer Replacement Work
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE pUANTtTv PR1C.t AMOUNT
NO. (Ta be Written in Words) 8 UNITS
9. Asphalt Concrete Pavement 165 S $
Patch (For Trench Areas) Ton —`—
Dollars
niL r ce in Words)
10. Monument 5 S S
EA �—
Dollars
Unit Trce In Words
11. Bedding Material, (Pea Gravel ) 870 S S
Ton
Dollars'
,Unit r-1c In or s
17. Bank Run Gravel (lass P For 6645 S S
Trench and Bank Gravel Class A Tons '
For Street Sub-base.
Dollars
)hit rice in o s
IJ, foundation Material SU ----.__S-....—.—._.S�—_—_
Ton ----
Dollars
n)[ r to n or
P--4
I
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "A" - Basic Sewer Replacement Work
ITEM 810 ITEM APPROX. UNIT TOTAL
WITH UNIT RID PRICE QUANTITY PRICE AMOUNT
(T N0. _ o be Written in Words, 8 UNITS
14. 12" Gravity Sewer Replacement 1583 t S
Including Removal of Old Pipe LF
Dollars
Unit Price—rn ors
1S, 12" Gravity Sewer in New 41S S S
Location LF
Dollars
(Unit Price in Words)
ln. Existing Side Sewer Olo 27 c S
Disconnect and New EA --""`-- - ----
Reconnect
Dollars
nit Price in Words)
i Side Sewer Length ISO
LF
Dollars
n t rice rn or�3`yT,'
iN. Side Sewer Tees 27
EA
Do 1 1 a r•s
I n t rce n Words)
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "A" - Basic Sewer Replacement Mork
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID ?RICE QUANTITY PRICE AMDLNIT
NO. (To be Written in Words) 8 UNITS
19. Television Monitoring With Video 1998 $ S
Tape Recorder LF
Dollars
nit nce in o s
20. Type I - 48 Manhole 2 S S
8 - 10 Foot Depth IA —--- -
Dollars
nit Price to Wordsj
21. Type I - 48 Extra Manhole —T.i�
Depth (For Depths Greater VF --- ------
Than 10'1
Dollars
mt ice in r -or s�j
22. New H,inhole No. F05I
Drop Connection keworl
Drl '»s
�Qnit�MTCC In OraS�
r'`
Honey Creek Sewer keplacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "A" - Basic Sewer Replacement Mork
ITEM 810 ITEM APPROY, UNIT TOTAL.
WITH LIMIT BID PRICE QUANTITY PRISE
NO. (To be Written in Words i UNITS AMOUNT
23. Existing Manhole Connections 17 S - $ —
Including Breakout Old Pipe EA and Manhole. Install New Pipe
in Existing Manhole and
Reshape Invert,
Dollars
(Unitn ee n or s
2t. New Manhole 0005 Drop -_.— lump $
Connection Rework. Sum. '"--'-
Dal ears
nit nee m o s
25. Finish - Cleanup (Minmunj� 191rv�_ S
5.00 per linear Foot) if ,_-- •— ...—.
I
Dollars
Tien it�riCa'ln r ly�'
TOTAL A14UUNT BID, SCHEDULE A; p
�"7
Honey Creek Sewer Replacement - Phase 3
City of Renton
810 SCHEDULE
Schedule "B" - Additive Sewer Replacement Work
NOTE: Unit prices for all items, all extensions, lump sum Prices, and
the total amount of hid must be shown, Show unit prices in both
words and figures; whe., conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Specifications.
ITEM 810 ITEM APPROX
WITH UNIT BID PRICE URIC iMTAI
NO. 4 UNITS PRICE AMOUNT
-_ (To Dc Written fn Words) 6 UNITS
1• Sawcut Pavements for all SO E
Typei tF
Dollars
nit r ice n or s
2. Common Excavation for Full Width 180 s
Street Paving Replacement CV
(Includes Pavement Removal)
n t r ce in ords}—Dollars
3• Subgrade Preparation for full 490 S _
Width Street Paving Replacement Sv ------ S
UulIdr
nit rtcetn ar p7-
4. Asphalt Conc re to sor full Widtn ;.;, S
Street Paving Replacement .._. -�-_ _.
nit ri,-'-7-jjcpasT.UcIIars
P d'
Money Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINULD
Schedule "B" - Additive Sewer Replacement Mork
ITFM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PPICL QUANTITY PRICE AMOUNT
NO. (To be Written in Words) 6 UNITS
S. Crushed Surfacing (For Trench 242 $ _ S
Patch and Full Width Paving) Ton
Course Keystone and Base Course
Dollars
nit Price in Word7s
6. Monument 1 S S
FA
Dollars
(Unit Price n ors
7. Bedding Material, (Pea 100 S 5
Grar.el S Tcn
Dollars
nit�a-in r sr
Bucl Run Grasrl Class P 400 zc
for Trench and Bank kun To"
Gravrl Class A for Street
Sub-bare.
Dntlars
jllnre ran or 5
op-i
Money Crerk Sewer Replacement - Phase 3
City of Renton
810 SCHEDULE CONTINUED
Schedule "B" - Additive Sewer Replacement Mork
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE OUANTITY PRICE AMOUNT
NO. (To be Written in Words) A UNITS
9. IV Gravity Sewer in New ?3? f f
Location lF -
Dollars
7UTt—D-r ce to r s
10. Television Monitoring With 232 f S
video Tape Records LF
Dollars
nit n ce in Wor
11. Type I - 48 Manhole 1 S S
8 - 10 Foot Depth EATU' _._.._._.
301Iar5
n t�tn or S. '
12. Type I - 48 Extra Manhole 2
Depth 1w Dtpths Gredtce
Thar. 10 Feet
Dollar%
(lMtt r ce to s�
P•/o
Honey Creek Sewer Replac -ment - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "B" - Additive Sewer i ,lacearont Mork
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT 810 PRICE QUANTITY PRICE AMOUNT
N0. (To be Written in Words) & UNITS
13. Existing Manhole Connections 1 S
Including Breakout 0ld P,Ce EA -
and Manhole. Install Net,
Pipe to Existing Manhole and
Reshape Invert.
Dollars
1nif�r ce in or• s
14. Finish - Cleanup (Minimum 23Z S c
F.00 per Linear Foot) LF — ---
Dollars
t` nlTit e�tce'I'a or s
TOTAL AMOUNT 1110, SCHEDULE B: S
to-it
Honey Creek Sewer Replacement - phase 3
City of Rentor
BID SCHEDULE
Schedule "C" - Additive Sewer Replacement Work
,NOTE: Unit prices for all items, all extensions, lump sum prices, and
the total amount of bid must be shown. Shuw unit prices in both
words and figures; where conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Specifications.
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
NO. (To be Written in Words) & UNITS
1. Sawcut Pavements of all Types 20 S i S
LF
Dollars
��rt ; i-i te-�i'<-d:j
2. Crushed Surfacing 66 S S
Ton ---
Dollars
Ontt nce r--n Wo�d7,
3. Asphalt Conu'ete pavement 60 S _—
Patch Ton ----
Dollars
Uart n ce rn ords;
9. Monurknt 1 S S
EA
Dollars
net nce ur or s
P- i2
! ey Creek Sever Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "C" - Additive Sever Replacement Work
ITEM P:D ITcM APPROX. UNIT TOTAL
61TH UNIT BID PRICE Q!JANTITY PRICE AMOUNT
NO. (To be Written in Words) d UNITS
5. Bedding Material , (Pea Gravel) 60 $ 5
Ton
Dollars
(Unit Price to or �.1
Bank Run Gravel Class B fo- 360
Trench and Bank Run Class A Ton
'or Street Sub-base.
Dollars
(Unit Price in Words)
Foundation Materiai bo c
Ton --__..._. ------
Dollars ,
Unit Price in Words)
8. Lasing Tone Carrier Pipe Lump S _ S
Renpval Replaceme
Dollars
nit ri'9 cc Tf n—VOWET
g. 12" 'cavity Sewer Repiacemert lob s ------ S .�-�
Including Removal of Old Pipe if - _ •—•-- ._
Dollars
TIJn_1_t7_ri , in Words)
i3
Honey Creek Sewer Peplacement - Phase 3
City of Renton
BID SCHEDULE CONT;NOEp
Schedule "C" - Additive Sewer Replacement W
ITEM BID ITEM APPROX. UNIT TOTAL.
WITH tlNll BID PRICE VUANTiiY PRICE AMOUNT
NO. (To be Written in Words) 6 UNITS
10. 'elevision Monitoring 3?3 S E
With Video Tape Records LF —— -----
Dollara
ntt-FrTce Yn Words
11. Existing Side Sewer - Old Z S c
Disconnect New Reconnect EA --- --- ------
Dollard
Untt n ce n ords
12. Sale Sewer Length Itl
D011dri
ntt rice n crds
13. Side Sewer Tees ? ----_ --.__S _- S ----
Dohars
ntt r1Ce In 0 5
14, Ureakout Old Pipe and/or — --q ----- - S _-- - S —
Manhole. Install New Pipe EA
in Existing Manhole and F1n1sh
Dollars
nt rtce to orb
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUCO
Schedule -L" - Addit,re Sewer Replacement Mork
ITEM 810 ITEM APPROX. UNIT TOTAL
(TWITH UNIT BID PRICE QUANTITY PRICE AMOUNT
N0. o be Written in Words) b UNITS
15. Finish - Cleanup ;Minimum 313 a — ---
5.00 per Linear Foot) ---- -
Dollars
nit r ce in ar s
TOTAL WUNT BID, SCHEDULE ( S
I
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE
Schedule "0" - Additive Sewer Replacement Work
NOTE: Unit prices for all items, all extensions, lump sum prices, and
the total amount of bid must be shown. Show unit prices in both
wrrds and figures; where conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Specifications.
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE
QUANTITY PRICE AMOUNT
_N0. TO be Written in Words) 8 UNITS
1. Sawcut Pavement of all Types 660 E 5
LF
Un
Dollars
t rite in ords
2. Crushod Surfacing -_-' 60 a -- E —__._...__..
Ton
Dollars
mt rice in Mnrd<.7
3. Temporary Cold Patch 360 E S
SY
Uollars
n t r ce to OrsI
a• Asphalt Cuncrcte Pavement hU S t
Patch Ton ___.._..
Dollars
nit ricein ard;
Money Creek Sewer Replacement - Phnsp 3
City of Renton
610 SCHEDULE CONTINUED
Schedule "0" - Additive Sewer Replacement Work
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE .MOUNT
NO. (To be Written in Words) a UNITS
5. Monument I S S
Ef -- --
Dollars
ntt nee in Words)
6. Bedding Material, (Pea ice E S
Gravel) Ton --
Dollars
(Unit Price in rds
1. dank Run Gravel Class 8 470 S 5
for Trench Bank Run Gravel lon ------ ---
Class A for Street Sub-base.
Dollars III
mt Pnce in ords
8. Foundation Mater;dl 5o
lun
Dun tars
U"'t
r'c' JW.WUrdl
�'10D�/ED fY/iP f�OC��t/��-JAr/
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule 'D" - Additive Sewer Replacement York
ITEM 810 ITEM APPROx. UNIT
WITH UNIT BID PRICE QUANTITY TOTAL
NO, _ jo he Written in Words)
PRICE AMOUNT
d UNITS _
g• 12" Gravity Sewer Replacement 3D) f f
Including Removal of Old Pipe If --
Dollars
n t rue In o s
10, Television Monitoring With ,f —_--_-
Video Tape Records ----- S—
n Ce n _
L lr.
' I'
ntt ords Dollars
ICI 11, Existing Side Sewer - Did ^_—
Disconnect - New Reconnect EA
Ool lan
nrt nce to or
12. Sidt, Sewer Length
Dollars
nrt ce w Wp rds
13. side Sewer Tees
EA -- - f-"'---
Doita•s
7IIn'it rrce Into nr s
Ion/�
Honey Creek Sewer Replacement - Phase 3
City of Renton
BID SCHEDULE CONTINUED
Schedule "D" - Additive Sewer Replacealent York,
ITEM BID ITEM APPROz. UNIT TOTAL
WIN UNIT $10 PRICE QUANTITY PRICE AMOUNT
_N0. 1To be Yritten in Yords) d UNITS
14. Existing Manhole Connections 2 S S—
and Breakout Old Pipe EA — —
and Manhole. Instal, New Pipe
in Existing Manhole and Reshape
Invert.
Dollars
' nit rile n ar S
15. Finish - Cleanup (Minimum v 310
5.00 Pr - Linear Foot) LF
Dollars
7UniiTri�e to ardsj
TOTAL AMOUNT 810, SCHEOULE D: E
i
P-�9
Summary bid Schedule
Huney Creek Sewer Replacement - Phase 3
City of Renton
Note All Amounts Exclusive of MSST
Total Schedule A - Basic Sewer Replacement: S
Total Schedule B - Additive Sewer Replacement: S _
Total Schedule C - Additive Sewer Replacement: $
Total Schedule 0 - Additive Sewer Replacement: $
14*fags O Wcr ,
Each bidder Host bid all schedules. All schodule3/will be awarded to or.
Contractor.
The basis of award intent is as follows: If the base bid is within the
budgeted cost (consistent with the engineers estimate) an award will be
made for the basic work.
Additional schedules may be added by the owner providing the combined
schedule bids do not exceed budgeted funds. Consideratiof. of schedules for
purposes of award will be sequential. That is the accumulative total used
as a basis of award will be based on adding the schedules progressively
from A through D but not out of sequence.
The City's Consh uction Budget for this Phase is approximately $200,D00.
Additional funds may be authorizeo; sr, the bidder is cautioned to bid the
work for each schedule as if the bid for the total replacement program may
he funded,
The undersigned bidder hereby agrees to start construction work on tW
project if awarded him within 10 days and to complete the work within 120
consecutive working days from date of execution. ]
f
Dated this day of _-i lq,-_
5igne"ale
Tttte
Telephone
City of Renton Business license eo,
State Contractors license No, y
P•2o
F{knOw)kdgelNent of Receipt o' Addenda:
No. Date _
N0' Date
No. Date _
No. Date
i
I
P- 21
e i is .�.tvsvt.T�va
D1V)ARIANT (A !C A-k- � ti. tiia
.tune 21. 1985
Mr. Bob Bergstrom
O014illnAv of public Works
nue South
Penton. Mashing:on 98055
Uear Mr. Bo-gst rum:
Hammy Creek Interceptor Project
I Mse III - WK PS-Oe)
we have romPlrud our review of the subject plane and
specification.,
Our COmments are. eligible. WD08
avemant replacement " not grant
1, full width 9
lacing Pavement vhich was
will participate �d hY coats of oe lacement necassary
construction of the a°ver' Na rough y
necessarily daang width Pavement rep �DilitY on
esGtms[ed the AverAge ercent elig
on tM od street°• We all for SO would be P of bid
Lake N A-C s ton Boulevard Tipacewse The eligibility °scary to
rap l+ce a full eo^pp°i��ieant is 30 percent.
involving p"ament rep
Eligibility for the Phase III project is n fol lowsa
A, Bid Schedule A:
items ,. 2. 9'16• 0( Bid Schedule A are completely
grant eligible.
it... 3-7 are S0 percent eligible-
items 8 and 17 are not eligible.
Bob Bergstrom • •
June 21. hies
Pala 2
B. Bid Schedule Bi
Items 1, 8-15. 17-22 are 84 percent eligible.
Items 2-6 are 25 percent (84% % 301) eligible.
Items 7 and 16 are not eligible.
C. Bid Schedule C:
All Items are 84 percent eligible.
D. Bid Schedule D:
Item 12 is not eligible.
All other items are 84 percent eligible.
3. Please list bid schedule item quantities.
4. On shoat 7, please note the slope, length, and size of the
new sewer.
5. Bid Schedule A should include two drop connections, at MHs
F036 and F051.
6. The improvements In Schedule A are necessary to provide
sufficient capacity for the near term design flows from the
Devil's Elbow Pimp Station. Therefore, the City must award
all of Schedule A in order to receive WDOE approval for pump
station start-up.
7. Section 62-1 - Description of requirements for water main
crossing are inadequate. Please refer to the specifications
of water/sewer clearance for the Phase II contract.
S. Sheet 5 lnclules two water main crossirgs. Please locate the
water mains on the elevation. If the invert of the wets
mains is less than three feet above the crown of the sewer,
WDOE's minimum construction requirements for crossings apply.
If it does apply, appropriate specifications and bid items
should be added.
Hob Bergstrom •
.I une 'I. 1985
,,Age 1
4. Sheet 6 - What is the elevation difference between the water
main and the sewer?
10. Please inform Rosemary Walrod, WDOE project officer, and S.
K. Chung, WDOE's construction inspector, of the
preconstruaion meeting date. They will want to attend to
explain their responsibilities during project construction.
If you have questions, please cal: me at Q06) 439-6089.
:3ncerely,
Ed O'Brien, P. E.
Facility Planning 6 Design
Section
Muricipal Division
EO:Im
cc: Fred Kern, HCW-L Assoc., Inc
Gary Brugger, NWBO/WDOE
Grant File, c/o Box amsry Walrod
�41.41 Y1•�. ,
UFA
isw4.
SIAlf 48 tw4c#*,L)LIN
DEPARTWN7 (V f( UIOC;V
M Vu M rl • t«K•aW i4++evpar 'atiOfA-; • pan, .:wtt.�
June 21. 196S
Mr. Bob Bergstrom
Department of Public Works
200 Mill Avenue South
Renton. Washington 98055
Dear Mr. Bergstrom:
Ramey Creek nterceptor Project
Phase ll - WFG 85-067
In response to comment No. 1 of Chris Haynes' April 22. 1985
letter, Fred Kern had Shannon and Wilson look at the Northeast
11th Place sever construction site. Mr. Laprade of Shannon and
Wilson made four (4) recommendations to ensure a reliable
installation (see Shannon and Wilson June 11, 1985 memo to
Hammond. Collier, and Wade-Ltv_nptone, Inc.). WE will expect to
see a construction change order to cover recommendations No. 2 and
No. 4. Recommendations No. I and Nc. i seem to he covered under
the specifications.
?hank you for your prompt attention to this natter. If you have
questions, please call me at (206) 459.6089.
S.ncerely,
ad O'Brien, P. 1.
Facility Planning A Design
Section
Municipal Division
E011m
cct Fred Kern, HC, W-L, Assoc., Inc.
Gary Brugger, NWSONDOE
S. K. Chung, WDOE
Rosemary Waited. WDOE Grant File
{hap. w`± �.ar u. � •
\TATf i s W4,14 V "i)N
DFPQTMINT Of LC(XOCY
June 12, 1985
M•. Robert Bergstrom
Renton Public Works Department
?00 Mill Ave. South
R .on, WA 98055
)ear Bob-
fey Creek Serer Project--Phase 11
Bid_,Avs Approval
We have reviewed the results of the bidding for the Monev
Creek Interceptor--Phase 11 project and concur in the award
of this work to R. L. Alia Company for $536.853,20, Bid
iter. No. 26 for $17.500 is not eligible for grant funding.
Therefore, grant eligibility for this phase (which is 84%
eligible) is based on construction costs of $519,353,
Thank you for your promptness in sending me the information
1 requested in my May 30, 19855 letter to you.
'Irlin e4ly you-s,
Rosemary L. Walrod
Contract Officer
Municipal Division
RLW:sbh
010/16
cc: Grant file I
l;
iiiN 1 x 1995
�tn�t i� tnrvrK,ltw
1, 1,kRIMthl Of EC(X(X,y
. . • ,n ,.. It.w,x'••W14++M
June to, t9as
Mr. Robert E. Bergstrom, P. E.
city of Renton
200 Mill Avenue South
Seattle, Washington 98055
Dear Mr. Bergstrom:
Hone Creek ewer and De l'vis Elbow P� Station
ans and gecatiors
On behalf of the uashington Department of Ecology IWDGE) . I
gave conditional approval of the subject plans and
specifications on December 18, 1994 ipump station) and April
22, 1985 laewerl . The conditions of those approvals have
been satisfied by the City of Renton with the exception of
providing emergency power for the Devil's Elbow Pump
Station.
Your June i, 1985 letter to Rosemary Walrod indicates that
you intend to purchase a portable generator to satisfy that
last condition. This proposal is approvable to WDOE. The
generator must be Purchased and operational in order to
fulfill the requirements of the conditional approval. If e
generator is not purchased, . the pump station will not have
WDOE approval as required by state law. Consequently, WDOE
could not allow pump station start-up.
Ed O'Brien of my staff is reviewing Phase III, th,
downstream gravity improvements, of this project. WOOS
approval of the design and construction of the downstream
gravity improvements is also a requisite for start-up of the
pump %tation and gravity sewer.
JUN 1 7 1WG
HONEY CREEK'SEWER S-196 2+
.DO.E. General Corresp.
Robert E. Berg •
June 10, i985
Page
If you have questions, please call Ed O'Brien at (206)
459-6089.
`/Siinn^_erely,,
Chris A. Haynes,/
Supervisor
Facility Planning 6 Desigr
Section
Municipal Division
CAH: Im
cc: Ed O'Brien, FPD Section
Gary Brugger, NWROfWDOE
Grant File, Rosemary Walrod
tif�tt tr vvava�A.�ta+i
IXI'ARTA*NT OF FCCMC(,I
awwMeun '•.'4+hM•It • f_'Gbr v+wwaY�
May 30. 1985
Mr. Robert Bergstrom
Department of Public Works
200 Mill Avenue South
Renton, WA 98055
Dear Mr. Bergstroa:
Money Creek Interceptor Project
Phase II_= NG 85_063
I received a copy of the bid summary which you sent to Ea O'Brien.
We will be able to complete our review when we receive the balance of
the information as requested in my letter to you of April 8, 19P5.
The items needed in addition to the certified bid tabulation and your
recommendation for award are:
1. The proposed form and bonds from the successful bidder,
Z. Proof of advertising which indicates the dates and time for receipt of bids. of Publication
3. Each addendum issued during the bidding period and acknowledgment
Of its receipt by the successful bidder.
an Authorization to award this bid will not be given until we have received
and EdO'Brien able rssponse to letter of March 19, 1985Ietter to(copies enclosed)April 22, 1985,
F:e remain concerned about the city's commitment to provide adequcte
emergency operating power to the Honey Creek pump station. We would
like some assurance that should a power outage nrcu r, the Honey Would
PUMP station would receive the first priority for use of the mo , le
generating unit currently under design.
To expedite response, please address your grant related correspondence
to me rather than to Ed O'Brien.
Siwcere)y.
s
i
i. Prime/."- '. �t ,..,•
Roaaiaa ry L/Wa l rod
Contract officer
RLW:sbh Municipal Division
023/N5
Enclosures
cc: Ed O'Brien, WOOE
Grant file
�TAl
PUBLIC WORKS DEPARTMENT
IkSIGN/UTIt.I l Y ENGINEERING 0 2 1b ;fill
0
MUNICIPAL BUILDING MO MILL AVE SO, RENTDN,WASH Wa66
e
P
\!n stotE
BARBARA Y. SHINPOCH
MAYOR
May 22, I985
Wumhagion State Drpartment of Ekolopy
Mail Stop Pv-11
Olympin, WA 98504
Attention: Mr. Fd O'Brien
Subject: MONEY Creek Sewer Project
Dear Ed:
As we dfmcusmed by phmlr, the L,itv's Nonev Creek project is
igovep along.
the Alta Phase I-A work im complete on die Pump Station Nurse
Main and Waterrnain.
The Scott Phase I-R u,ork Is urdrrwav on the Pump Station
Itself.
We are completinq the bid moa"I process for Phase 11; the Gravity
Interceptor Sewer in live Nanev Creek Canyon. Alta C'onstrectlon,
Inc. Is the the Inw bidder and f request approval of the low bidder,
lite Nd murnmary is atfachtd. ihr repIv to your April 23m1 plan
review letter will be Separately nddremeed by IICWI. Engineers.
Dve Phase 11 work for the down-stream gravity mrrYer upmfsbip is just
about complete. IICWI. E.1lgineem will iw sending }Txt a separate plan
and SperificnNon set jar Your technical review,
'Die Ftnergency Power Conerator is in demipn as a froder-mounted unil.
Design work is urderway by RII•Y F,ngineem of KlNdmd, Washinpton
(455-024t), We expect a preliminary Submittal to you within there
weeks.
i
State Dept, of Ecology - 2 - May 22, 1885
It Is my intent to Did these Iwo last elements of work as soon as
Possible,mW 1 request yanr permia34nn to proceed in this direct-
t ion.
Thank wu for y+nrr msiMonce.
Very truly Wmrs,
Robert E. Rerpsimm, P.E.
E,.gineering SIgerWsor
IfI
Attachment
i �r
PUBLIC WORKS DEPARTMENT
DESIGNiUTilrTv ENGINEFRINU • 235 2631
rl d MUNICIPAL BUILDING 300FALLAVI SO NENTON•WASNeMOSS
v
MEMORANDUM
Date: .May 22, 1985
To: Larry Warren, Cif" itionnev
Flom: Bob Nerpst roan, Fnalneering .Aq>„n•isnr
Siblectr lloneY Creek Sewer Project F.mn'ment Status
i wmid appreciate %our review and comment an the last negotiated
easement for the Honey Creek Sewer job. The Sontn'Tomberg
prope rty requires one additional easement for the power wgply to
the Pump Station.
The appraised wha, is $150.00. Bob 1'nnitterg is holding nut for
$5011,00. 1 am accepting this offer In lite attached tet ler.
Ymir comments are appreciated.
:jrt
AItarnmenl
LYr kR•
PUBLIC WORKS DEPARTMENT
DESIGN/UthJiY ENGINFERING 0 235 21,11
c�
t� MUNICIPAL BUILDING 70a WILL AVE.SO. RENTON.WASH.SMS
.E e
bEa 5lvIE
M P
BARBARA Y. SHINPQCH
MAYOR
Mov P. 1965
Mr. N..D•rt 7umovnf
5611 - 119th Ave. S.F. li
Rellemie, WA 08006
%blest: utility Easement for City of Renton
Honey Creek Site
Thar Bob:
As we discusseA by phone on TUeldny, 1 accept Nair prier of$500.00
far the easement rights for the ClIV4
rmek Pump Station. utility srnVice to our new Honey
If Nm dpn the prrvialaly.wtbmltted easement and mtum It to my
office, I will send Nau a check for$500.00.
Also, I would like to WAIST file easement's east end in flip field to
avafd a 20'stiff. We will log slight:y to the.aa«ih and as-built the
line and submit a revised easement reflecting the field location, with
your.-ppmval.
77tank wu!
very tmly yours,
Robert F. Rergafmm, P.F,
F7lgtnerring Supervisor
:lfr
L
^�14 ii NAVs^A'.IIN
DWARPOFNi 01 1( ()I(X�Y
� INJu�lui `eiK1h.W'I' • i!n� i.v ty q.
May 13, 19E5
Mr. Robert Bergstrom
City of Renton
200 M-11 Ave. So,
Seattle, WA 99055
Dear Mr. Bergstrom:
Honey Creek Sewer Plans and Specifications
Addendum No. I
The plans and specifications for the above-referenced project were previously
approved on April 22, 1985. The project consists of installation of
regulated overflow strictures, 300 lineal feet of 12-inch sewer, 5,100
lineal feel of 12-inch curvilinear sewer adjacent to and within the Honey
Creek stream bed and connected to the Phase I Honey Creek pump station.
This proposed modification consists of a change in the hid opening time,
changes to the bid schedule, the list of prequalifted bidders, and
miscellaneous changes to the technical specifitations.
In accordance with RCW 90.48.110 and Chapter 173-240 WAC and on behalf
of the Department of Ecology this addendum to the plans and specifications
is hereby approved.
One set of the approved documents is bring returned for your project
records. Please incorporate these approved chauges into your previously
approved plans and specifications. This approval does not authortar any
increase in grant amount to pay for this work.
It you havr any questions, please call Ed O'Brien at (206) 459-6089 or me.
Sincerely,
Chris Chris A. Haynes, P.E. ,tupervisur
ratility Planning A Design Stction
Municipal Division
CAH:sc
Enclosure
cc; Fred Kern, HCW-1. Assoc, Inc.
WDOE Regional Office - Gary Brugger, NWRO, w/enclosure
FPD Kng.
Grant File - Rosemary Walrod
,,101. .
< APPROVED • •
FACILITIES PLANNING 6 DFSIGN SECTION CiTY OF RENTON
MUNICIPAi. DNISION BID PROPOSAL, PLANS AND SPECIFICATIONS
DE p1 RTMEN? OF FCC.00Y HONEY CREEK - PHASE 11
•_._ 1 SANITARY SEWER INTERCEPTOR
YtEP PROJECT NUMBER S - 296
ADDENDUM NO. I
To All Planholders:
0 City at Renton call for bids: Bid opening change to 2:30 p.m.,
MM 7, 1985.
0 Bid �,CMfquio (11 nag"I Ilse the -,arkod ur bid xrhed, :n enci^sed
t" P1,11' a, i ,,, )1 1 opo%41.
0 bOecial Provisions, Section 2-l.Glb. Prequal,ric lun of bidders:
The following planholders have provided information which the City
of Renton Public Works Department be,ieve satisfies prequalifica-
tion.
0 R. L. Alia Company
o Frank Culuccio hnstruction Company
0 K. A. C. Construction Inc.
o Dyad Construction inc.
o The Massart Company
0 . W. Scott Construction Company
0 ,horelihe Construction Company
o Tri State Constr rtion Company
0 Universal Utility Contractors Inc.
0 C.unstructors Pamco
Only bids by these contractors will be accepted and opened.
Cross section computer printouts related to the survey line are
included in the addendum for preyualif led bidders only.
0 Technical Provisions
Division III
60-3.01E - Ductile Iron Pipe and 60-3.011. - Ductile Iron Pipe
Use Thickness Class 5U (Class 51 not required)
60-3.0111 - Galvanized Corrugated Steel Pipe - Use I2 Gage for 48"
C.M.P. Culverts
61-2.06 - Stream Bed and Vicinity Scour Protection Rock. Add the
following: The contractor shall provide gradation tests of
samples representing every bU0 L.F. of Road and in stream
construction (ID tests minimum),
City of Renton - Addendum No. 1 (Continued)
61-2.06 - Spawning Gravel. Add the following; After receipt of
appn val for the product proposed, provide gradation tests of
samples representing every crossing and at 500 feet along the
portion upstream of the 48" culvert crossing (6 tests minimum),
0 Project Plans, Sheet 2 of 10. The Phase 1 Pump Station is being
relocated to the west side of the existing 48" culvert. A creek
crossing at roughly station 32 + 50 is anticipated. Roadway
construction will remain on the east side as illustrated. All
realignment work will be paid for at unit prices. The chainlink
fence length will remain the same. All pump station connection
elevations will remain tPe same.
Sheet 8 of 10. Washington State Uepartment of Ecology requires
blocking for steep sewers on each length of pipe. Change 40'
spacing of blocks illustrated for detail'/ to one for each
lon pith of pipe.
END Or ADDENDUM NO. 1
W8-38
f .
- D
Phase 11 Honey Creek
Sanitary Sewer Interceptor
City of Renton
BID SCHEDULE
NOTE: Unit prices for all items, all extensions, lump sum prices, and
the total amount of hid must be shown. Show unit prices in both
word- and figures; where conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Speclftration5,
ITEN $10 ITEM APPROX. UNIT TOTAL
YiTH UNiT BID PRICE QUANTITY PRICE AM(1UNT
N0. __ (To be Mritten in Morg3�_�_ A UNITS
1. Mobili2ation lump Sum S E
Dollars
rUn'1L�r1Ce lr d S,
:. C hiring and Grubbing Lump Sum
Dollars
ntt r ck in or�"s,
J. Timber salvage Cut inlu 2' �1tltl0 S 5
Lengths and Delivered to IF —"--
Designated Areas
Dollars
TCNi t rx«Tn ➢e"r�s`�
4, A"oss Road wailh8Bto STA__._�t F
STA 3160
$
68-40. et�
and Jute Nat Bank Eruston
Protection
Dollars
n r tie n o s�'
/1�1�/f/ED ftxC
8111?.taC
BID SCHEDULE CONTIMUED
;TEM BID ITEM APPRO%, UNIT TOTAL
WITH (MIT BID PRICE QUANTITY PRICE AMOUNT
NO. (To De Written In Words) & UNITS
5. .244. CMF Culverts (For Future Road lump Sum S S
Extension STA 0+50�)
f Dollars
mt rfte n r y
B. CMP and in Fill (For Ravine Lump Sum S g
Erosion Improvement STA 67400)
Dollars
jlinit�r(`ce n nr S,
7. ._ Crushed Surfacing Beneath "-- S S I
Street Pavements, 4" Thttk SY —"'--
Dollar%
B, Temporary Cold Patch .__5--..._..._.._..____S
Sr --....
Uui _ Dollars .
I l Pn'.� in wra•,$.r
91 Asphalt Concrete Pavement
Removal and Replacement, 4" SY --
Thick
Dollars!
f nit rite n 9P 4
BID SCHEDULE CONTINUED
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
NO. (To. be Written in Woros) s UNITS
10. Portland Cement Concrete 10 S =
Pavement Rluoval and Replace. Sv
went (Thickness to Match
Existing)
Dollar%
n t r ce n oro7
Il. Bankrun Gravel in Place 1000 S _ a
Ton
Dollars
Un t -Price in or e
12. Slope Rocking and Foundation 1500 S S
Material in Place CY
Dollars
nit r Ce n a '
13. Bedding Type "F" for Developed 300 S S V_--
Area Pipe (Type 11 Materiall lF —�
DnI lar,
Tj"17 price 16 mo—Fd7s
14. Bedding Type "F" for Stream 5100—,�_~�`
Bed Vicinity Curvilinear Pipe LF
(Type Ill Crushed Rock
Material)
'rYr��;� 10I l a rs
1 un�a i' ce in 0 s
610 SCHEDULE CONTINUED
ITEM BID ITEM APPROX. UNIT TOTAL r
WIIli UNIT BID PRICE QUANTITY PRICE AMOUNT
NO. (To be Written in Words) d UNITS
15. Stream Bed and Vicinity IWO S S
Scour Protection Rock
Including Rock Groins
Dollars
lUnin t Price n Wordsl
16,A 12" Conventional Sewer 30U S S
Pipe In Place Union Avenue LF
Dollars
TLmvt r ca n or W s
16.6 B" 4onventional Sewer In Place 7 S S
filth N,* Place NE Overflow) LF — -'
Dollars
nit n ce to or s
17,A Overflow Structure Existing LumpSum S
Manhole Modification Work S
(Union Street)
Tu— Dollars
n i t-T'�t ie Tri T7o'rds�
17.6. Interceptor Cut In Lump Sum A S S
(N.E. 17th Place)TlJ —
Dollars
n t r ce n o s
OZ47
BID SCHEDULE CONTINUED
ITLM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
N0,_ (To be Written in Words) 8 UNITS _
18. Manhole r3 Cut into Existing Lump Sum S' $
Line and Provide Temporary Plug
Dollars
nit Price in Words
19. Type 1-48 Manhole A $ $
Manholes al, M2, B 8 C EA
Dollars
Unit rice iv. Wur s
"0. Extra Manhole Depth 22 g $
VF ---
Dollars
nit Price in Words
21. Drop Connection, 8" Size 10 $ $
VF
Dollars
Unit Price in Words
22. 12" Curvilinear Sewer Pipe in U:NJ S $ j.
Place (Stream Vicinity) LF -- -"----- --"—'�'
o Dollars
nit Price in rd s
••• Material Type
'•• Contractor shall note the material type hP proposes to use, see specification for
optional materials.
BID SCHEDULE CONTINUED
ITEM BIU ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
NO, (jo be Written to Words) & UNITS _
23.A 12" Cleanout Assembly 15
EA
Dollars
(Unit Price in Words)
23.B B" Vertical Bend Cleanout
(For Steep Lateral Connections EA
to 17th Place N.E.)
Dollars
(Unit Price in wordsj
24. 12" Cleanout Apron and Casting 11 S__ S-__
for in Road location EA
Dollars
mt Price 1n oG'i-dS7
25. Service lees (12"16" or 12"XH") 9 S�__ 5
E e;
Dollars
(Unitr ce in Words)
25. 6" or p;" Service laterals 350 S S_
Including Erosion Protection, LF
Hill Holders, Terminal Plug 6
Marker a.sd Other Incidental
Work
Dollars
nit Price in Words)
f
BID SCHFDULF CONTINUED
ITEM 611) ITEM APPROX. UNIT TOTAL
WITH UNIT 8I0 PRICE QUANTITY PRICE AMOUNT
NO. (To be Written in Words) d UNITS
17. Television Monitoring with 5100 $ S
Video Tape Records LF
Dollars
�ni�e In or ds
18. Stream Spawning Gravel 1000 S S
Ton
Dollars
Unit ncein Ylords
19. Gabiuns 450 S S
CY —
Dollar,
n1C rl(e In Jr S
30. Subdrain Perforated or Sulid 1000 S S
Including Bedding (Pea Gravel Lf -
For Perforated and Crusheo
Rock toe Solid Pipe)
i
Do i I,n•,FU`nitrite I 4oras�
31. 30" Horizontal Drive Well _-- ^40 _ t _...5
Point Driven to Proper Depth EA —'—' ---
Dollars
nit rice Tn o s
I
BID SCHEDULE CONTINUED
ITEM 810 ITEM APPROi, UNIT TOTAL
MITH UNIT 810 PAICF "TITY PRICE AMOUNT
NO. (To be Written in Wordsl i UNITS
32. Horizontal Drive Well Point 600 _`. $ S
Extension Pipe In Place LF
Including Couplings
Dollars
n t r ce to or s
33. 12" Culvert for Random 300 S S
Locations Including Crushed LF
Rock Bedding
Dollars
nit r cR n df 5
34. Bridge Structure (Basic Unit 2 S §
35' LPngth Including 20 c.y. EA
of Ramp Emhaukment Rock)
Jollars l
(Un t r ce n ur s
35. Bridge Extra Span Lengt`• 20
LfnatP' tn41� A' NasiC 51ran LF --�'---
Dollars
n t -rice in"lk�as?
36.A a' Chain Link Fence 6 Gate__ � 2,—_________..._§
Across Road with Chain 6 lock FA
—Do llars
nt rrce in ors
I • L1�'P1�,rn Fn� •
BID SCHEDULE CONTINUED
ITEM 810 ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QCANTITY PRICE AMOUNT
NO. (To be Written in Words) A UNITS
36.8. Chain link Fence Around lump Sum S
Pump Station Site 360 LF `-
Including 3-Gates
Dollars
jUnit Price in Words)
37. Spring Head Drain Including 6 S �S
Sand Bagging and Class A EA _
Gravel Surfacing Fill
Dollars
Tun—, rice In o s
39. 1 Foot long Willow Starts 10,000 S S
EA —"—
Dollars
lint rice in words)
39. Finishing and Clean-up Work S400 S S
(S2,00 per LF Minimum) IF
Dollars
ni-'Pi=ir'eT uo`rds�'
1CTAL AMOUNT BID EXCLUSIVE OF
WISHINUTON STATE SAILS TAX
•• MSST King County Portion - Total Bid X 0.55 (.078)
•• MSST City of Renton Portion - Total Bid X 0.45 (.081)
•• The Washington State Sales Tax rate for work to be constructed within King
Countv varies from that to he constructed within the corporate limits of the
City of Renton.
Because the average cost per foot of pipe will not vary substantially from that
placed for either Jurisdictions, sales tax pa wont to the contractor will be pro-
rated on the basis of total interceptor main length.
Jurisdiction length of Pipe of Contract Applied to
Each Jurisdiction for Sales
Tax Purposes
King County 2915 55%
City of Renton 2400 LG 45%
i
(
1
Summary _Bid Schedule
Sanitary Se er Interceptor
Phase 11 Honey Creek
City of Renton
TOTAL BID:
(This price does NOT include sales tax) S
Please indicate in writing as well as numerical:
The undersigned bidder hereby agrees to start construction work on this
project if awarded him within 10 days and to complete the work within 120
consecutive working days from date of execution. further the contractor
agrees to comply with risheries in stream vicinity completion requirements
as stated in the permit bound with these documents.
Dated this day of
Signature
Title
Address
Telephone
City of Renton Business License No.
State Contractors license No.
Acknowledgenxmt of Receipt of Addenda:
No. Date
No. Date
No. _ Date
No. �`� Date
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HAMMOND,COLLIE"•WADE --LIVINMI'ONE ASSOCIATES.INC,
CUNaVIIINn[AK,IN([A}
1143 INa - as YEAH Or AApr(aawlNAL e[AVWt
.Mab n wnrorx,ll AOIQ 4TONt MAv Ntlllln
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302 LOUT*.`%\ [TA[LT
r4Ct MvwT.1 NC14KN[[WASHHUTON sm,
TGf•l,ONt.L ."a 11L2
May 2, 1985
Mr. Ld O'Brien
Washington State Department c' Ecology
Mail Stop PV-11
Olympia, WA 98504
Re: City of Renton
Honey Creek
Phase 11 Interceptor
Dear Ed:
Enclosed is a copy of addendum No. 1 to the referenced bidding
documents. Several of the points reH.renced in Chris Haynes letter
of April 22, 1985 to Bob Bergstrom were considered appropriate for
incorporation in the addendum.
We will assist Bob in preparing other responses to the conditions out-
lined in Mr. Haynes April 22, letter.
Sincerely,
.t ral41E� w� A6` ft_
Frederick O. Kern, P.E.
fDK:Slk
Encl:
sw.M O!•lrnt Oww.+cwt
xrx+Omtgtaa f� %Rg:00igXgX%%%R10.
April 22, 1495
Mr. Robert Bergstrom
City of Renton
200 Mill Ave. So,
Seattle, NA 98055
Dear Mr. Bergstrom:
Hooey_Craek 8eemr Pioal Plane gad Rwciflutloaa
The Plana and apecificstiona for the above-referenced Project have been
reviewed. This project consists of installation of regulated overflow
structures from existing pump stations,approximately 300 lineal feet
of 12-inch sewer with manboles, approximately 5,100 lineal feet of
12-incb curvilinear *ever adjacent to and within the Money Creek *[ream•
bed connected to the Phase I Money Creek pump station.
In accordance with RCM 90.48,110 and Chapter 173-240 WAC and on behalf
Of the QepArtselnt of Ecnlogy, the plans and specification* are hereby
approved subject to the following conditions:
1. Verification that the location of the NE 17th PL aewei is not
an active slide area.
Subm itttl of calculations verifying that the Honey Creek pump
station has adequate capacity for the projected flows from the
BE Ilth PL sewer. Ackil"i dgaent that downstresm capacity
improvements will accommodate this flow addition.
3. Submittal of an addendum changing the anchoring for the ME 17th
PL sewer to every joint.
4. Submittal of the updAird Hydraulics Permit from the Department
of Fisheries,
5. Verification that. Union Ave. N.H. has 4 inches of asphalt-concrete
pavement.
6. Explanation of the need for number of, and location of willow
transplants. We have concern About root intrusion into the sewer.
Mr. Robert Bergatr• •
April 22, 198S
Page 2
Thin approval hall not relieve the ovnen of [AI• GcU It
reapan01 bllltlea or llabllitte■ as a recur[ of none
atructlon or in operation of Y fron any
facillttea approved onpllance during con.
One act of herein,
recorda, the approved dMarchus"u 1 in 6aing rrt. .ned for
autAoriaat Pon tet avareated March 19, be fron L,1 O'Brienour
bids v Brlen of project
adequate eakr enc ill not be given nnt11 t this office,8 Y operating provfatone at the Hone he city cornits to
If you have y Creek Pump station.
any queatlOna.
Please call Rd O'Brien at (206) r$9-6089 or tee,
Siinncee�r�e�ly,
(
Chris A. Ha .
Facilit SuPrrvieor
Y Planning 4 Design Section
CANMunicipal Di visfoi
:s r
i3l( ure
Fred Kern, HCL&W, Inc.
WDOB Reelanal Office - HtIRO, Gary Bruner
FPD Era.
i-rant file - Roneawry Warrod
• ALTERNATE I •
Not•
I Driveway con ON reduced to a
Mic.neee 0�„6 wnen o 10 pope
p wre mleh epuorw paf form 1e uewo
4e. 2 when d'wewuy exceed• toxin width i,
_ daAwmy/plh/(Nall M pleped ImpIN11nOXY
ninny
XPANSION JOINT
ITrr•.j�"� 1
EXPANSION JOINT (Tyr)
�• / r .r'
EXPANSION JOINT(T,r)
See City Of Rei Standard - VAN- YAN
Mtml For fteprneed Drweway 9 Net JOINT
care El Gutter type C it
- - - SECTION A-A
expormom JOINT
ALTERNATE 2
'o
'y v?M/MON JOINT ITr►1
. \ r
p 4.
GENERAL NOTES
JOINTS Jolht. .hell 10 Visited a. mi C ITY or Nit N T O N
a a. du,cnd 1/ M Fnpnw.
eerewywewr or rusue towels
CONCRFTE c,hr.,t. 0,.11 he Oeelwivel STANDARD INDUSTRIAL
oil ,nO.'n•d rorltand Cement Cenarete a COMMERCIAL DRIVEWAY
PROCEDURES Aii wore shoo be so orco,eonu with the rw�S�1Y
elnhe wd epeCf'ratbh, of as 110er1e4 e,
IPA Fnylm,e,
knoth linrdner • �\ • Andrea Iteetty Miniker
w
April 8, 1985
Mr. Robert Bergstrom
Dept. of Public Morks
200 Mill Averme South
Renton, WA 98055 APR l o isms
Dear Mr. Bergstrom:
Mawr Crook Interceptor Project
Mlefto It - IFi W069
This letter confirms the verbal authorization for the City of Renton to
advertise and to open bids for the Phase 11 portion of the 4oney Creek
Interceptor Project. The construction contract should not be awarded
un.il you receive approval to do so from the Department oFEcology. nor
should all bids be rejected without prior approval.
After bids have been opened and you have determined the low responsive,
responsible bidder, please send me your recommended selection for bid
award and two copies of the following Items:
1. A certified tabulation of all bids received.
2. The proposeJ form and bonds from the successful bidder.
3. Proof of advertising, indicating the dates of circulation
and time for receipt of bids.
4. Each addendum issued during the bidding period and acknow-
ledgment of its receipt by the successful bidder.
This project has been determined to be 84% eligible. As indicated in
Ed O'Brien's letter to you of February 26, 1985, Bid Item No. 26 (side
sewer) Is not eligible. The final eligible amount of your grant will
be determined after bids are received.
Please call me if you have Anv questions at 459-6102.
$inc�rely,
Rosemary 'l. Tial rod
Contract Officer
Municir,i Division
RLM;sbh
039/02
cc: ED O'Brien, MODE
S. K Chung, MDOE
Fred Kern; Hammond. Collier, Made-Livingstone
Grant file
Ikwrth liaMrrr Ande" Beatty RlMker
XXXXXXXXXXXXX 14 XXXXXXXXXXX
March 29, 1985
Mr, Robert Bergstrom
Dept. of Public Works
206 Mill Avenue S.
Renton, WA 98055
Dear Bob:
NOMy Creek Interceptor Project
Grant Number WFG 85-063
Please send me a copy of the City's contract for construction
engineering services for the atcte referenced project for
review as required by the grant agreement (Appendix A,
page A-3).
I would also like to have a copy of the dc(tmsrt issued
by the City to comply with the State Environmental Policy
Act for this project.
Thank you for your kind assistarce.
SJ►rc'lyely,
osemary L. Walrod
Contract Officer
Municipal Division
RI.W:sbh
052,101
cc: Grant file
I111 Cm �+a
4, a
lurch lg. 1965
Mr. Robert B. Bergstrom, P,r.
Rnglnearinq Supervisor
City of Renton
200 Mill Avenue South
Renton, Washington gBOSS
Iw1ar Kr. Bergetromt
Mt Sbmmlr CrNR Samar a 84tioa
I've reviewed your ►ehruary 27, 085 latter with attachments
concerning emergency power provisions for the Money Crank pump
station. From th., information available to ea, the City of Renton
should purchase a mobile generator for use at the Money crash
62 pump station.
Out discussions have centered around the possibility of an agreement
with another municipality for use of a generator on an emergency
hams. Subsequently, you investigated use of A Bellevue generator.
The Bellevue !�" FS'._seWet SritM ►ewe w4ea Saamem" ! as
indicates that Ballavue has a need for all of its generators. The
Lake Mille No. 12 pump station requires • 125 RW generator. Since
Bellevue has only "a 125 rW generator, it 'hunt be available for
that station at all time. Be110vue has a total of fout 101
generators serving 26 pump stations. M008'e emergency power/storage
requirements apply to the 10 year historic outage. I suspect
(cannot ronfirm) that • 10 year outage in some eras of aellevuVs
service area will require at least four generators to prevent
sewage overflows. Therefore. Bellevve cannot spare any of its
generators.
According to your lift station inventory, 16 pump stations do
not held an amergency power connection capability. This must
be corrected. However, it is not applicable to this project. A
ropy of thin letter will be sat to the Northwest Regional Office
for their information.
Your afore �iwr tr1Y, 1987 indicate► that R+nton had
21 pump stations served np only one generator; and that generator
cannot ear" the Bunaet or the new Money Creak pump station, Beaton
should undertake an analysis to determine the amber of generators
it would Read to prevent overflows during a 10 year power outage
anywhete in its service orrt. The minimum amber Of generators
needed to equivalent. to the greatest number of pump stations needing
power within the [imefrasw of a 10 year outage. plaaea note that
Lt storage of flow is part of the power outage plan, storage is
defined as that volume nb a the high water alarm.
The now mobile generator is grant eligible. The amount of grant
funds availabio 6ePends upon the cost difforanc► between the amount
In the grant contract and the cost of pheaea 1, 1, MAO • of this
proitet. Purchase of the generator should fo1101. the City's req.la-
tions. Flease keep Rosemary Malrod informer a , -ut procedures
for obtaining the genorator. Also, pleas* rvmmber _hat resolution
of emergency power for the now Money Creek pump ate ion Muat pro"de
award of the phase 2 contract. I would accop'. purchase of the
generator, authoritarian from the City Coy ,tl to ,btsin the
generator, or submittal of apeMrications with aavertissmant for
bids no sultable indicators of resolution,
please call ma at t206) 459-6089 it you want to discuss this Subject
further.
Sincerely,
r '
ad O'Brien, P,E.
Facilities plan i Design section
Municipal Division
M lm
cc, Mike Ceisberq, Hammond, Collie[, wade, Livingatone, Inv.
Cary Grug9er, wMROiWbaa
Rossmary walrod, MOOR Grant File
069
CITY OE BELLEVUE
SANITARY SENFR SYSTEM POMER OUTAGE RESPONSE DLAN
Index
Page No.
APurpose 4
Introduction 4
Description of Equipment 5
List of Qualified Personnel 6
General Location of Purp Stations (Map) 7
Procedure to be Followed When an Alarei Is Received g
Individual Response Plans;
Medina Power Substation Outage: g
farrow Point P.S.
Cozy Cove P.S.
Hunts Point P.S.
Fairweather P,S.
Evergreen East P.S.
Evergreen West P.S.
KW Power Substation Outage: lg
Lake Hills P,S, fig
Lake Hills P.S, #18
Lake Hills P.S. 117
Lake Hills P.S. #16
Phantom Lake Power Substation Outage: 27
Lake Hills P,S. 112
Lake Hills P.S. 15
Lake Hills P,S, 14
South Bellevue Power Substation Outage: 33
Grange P.S.
Meydenbauer P.S.
Killarney P.S.
Wilburton Power Substation Outage: 19
Wilburton P.S.
Somerset Power Substation Outage: 43
Pleasure Point P.S.
Factoria Power Substation Outage: 47
Newport P.S.
Newport L.S,
Bagley P.S.
-2-
►age No•
Mtdlakes Power Substation Outage: 51
Palisades P.S.
Northup Power Substation Outage; 56
Mtdlakes P.S. ..
Overlake Power Substation Outage: 59
Lake Crest I .S,
I
Medina City Hail P.S.
lochleven Power Substation Outage: G4
Parker P.S.
Not*: The ll?th Street Pump Station is not Included because it has an on-site
generator, lake Hills Pump Station 16 and 17 are not included because
they are scheduled to be eliminated by a gravity line In 1984.
Report written in April of 1984,
. i_
MY OF BELLEVUE
SANITARY SEWER SYSTEM POWER OUTAGE RESPONSE PLAN
Purpose
ITo provide an emergency -esnonse procedure that will be followed in order to
provide auxiliary power to sewage pump stations in the event of a power
failure.
Introduction
The following report describes the procedure to be followed in order to
respond to a power fa'lure that might occur at sewage pumping stations as the
result of any one Puoet Power substatiun failing to provide power to the pumps
it serves. Portable generators will be utilized as the back up power source
and will be providing power within g0 minutes of notification of power
failure. This plan consists of eleven separate emergency response plans. one
plan to be used in the event of each particular substation failure (there are
eleven power substations).
A-
Description of EQalpment
Information on Generators:
There are a total of 5 generators.
I special generator provided specifically and exclusively for the Newport
Lift Station.
1 Large 125 KM Generator priman ly for the Lake Hills /12 pump Station.
It can be used at any of the pump stations In this report If necessary.
I Large KEM Generator (Mode' IKDM40) capable of starting up to a 25 HP
motor. It Can be used at all pump stations except Lake Hills f12.
2 Suall KEN Generators (Mod-1 IKnM20) capable of starting up to a 10 HP
motor. 1t can be used at all pump stations except Lake Hills 112. Grange,
Yilburton, Midlakes, Medina City hall, and Newport Pump Station.
Information on Trucks:
the following trucks can tow the 125 KM Generator:
S-51-1982 Dodge Dump - As;et 18596 - Lic. ID-30850
S-50-1973 Dodge Flatbed - Asset 0,358 - Lic. I0-19926
The following trucks can tow the Urge QM Generator:
S-28-1972 Chew. 4x4 - Asset 014002 - Lie. /0-23710
S-20-1976 Chew. 3/4 ton - Asset 18174 - Lic. /0-23567
The following trucks can tnw the Small KEN Generators:
S-21-1977 Chew. 1/2 ton - Asset 18255 - Lic. /D-23987
S-2e-1977 Chev. 112 ton - Asset 18296 - Lic. 10-24821
S•23-19J7 Chev. 112 ton - Asset 18290 - Lic. ID-24823
The Newport Lift Station generator can be towed behind any of the
maintenance trucks with a trailer hitch.
All other needed equipment is kept in the trucks and they are kept fueled
at all times.
-5-
L'st of 2uallfied Personnel ;
The following Personnel are capable of responding In the event of an emergency
to set up and operate each portable generator unit listed on page 5 at the
Pump stations each unit is capable of serving and which are covered In this
report.
NAME POSITION RADIO CALL A HOME PHONE
O.F. Dickmeyer Field Supervisor 401 481-3566
Tom St:acener Crew Leader 404 788-1416
Neal Me.edeth Skilled Worker 11 407 333-6481
Gregg Ma;Donald Skilled Worker 11 411 271-5013
Mike BurLrldge Skilled Worker II 406 641.3155
Kieth Hawkinson Skilled Worker 11 409 392-6278
Lou Renville Skilled Worker 1 410 644-8772
Matt Everett Skilled Worker 1 405 644-7725
Dominic Figueiroa Sk.11ed Worker 1 407 822-5321
Rich Johnson Skilled Worker 1 412 774-6014
John Ramshur Skilled Wnrker 1 408 226-7073
All personnel, who are trained to hook up and operate the generators at each
Pump station, will review this procedure once every 6 months. This review
will include actually taking each generator out to the pump statio^ It is to
be used at and hooking It up.
-6-
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ary u•rn� SEWER PUMP 8 FLUSH STATIONS "^^'
2 C." /uiu ia. U. �Aw♦�exS 1.S, Jl. Nnllarl 1.5.
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e. bfr{r•N b•3 Ls, N. llllrMl/,). N• Ww10gr rlw p1,2,S, M• lNr MIIIS
1. l•ly LS. N, INY Nrf, ♦,S. .: l•b xl q b.M L3, • /W)(•11•Nt
10. lYf Cntl /,S. II. YliNw llw/,3. II, lY•Nlllt b.1.6S, • IMN SpI IN
II. NdIM CIIJ MII 1.1, ft. R. lY•Nlllt b.O/d.
I eN•wl 0.f. I2, lN•Nq It b.N 1,3.
A FINI AINe UM15WIM X{IIM SI IN 11R 5N(IOe'1 NNIM '�SMIn bl I..
yfj N.evN 1Yf �YI14xItN 1211 Snnnfl lN) Nr[Y
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Praedure to be Followed When an Alarm is Received:
UURING WORKING HOURS a general alarm is received at the maintenance building.
The person receiving the alarm goes to the Telemetry Room to determine the
nature of the problem. If he finds the problem to be a power failure, he sill
refer to the list of individual response plans to the index of this repor' to
determine if the power failure is a substation outage or an Individual pum„
station outage. (During a substation outage all the diaries for pump stations
served by that substation will be on.) If the problem is a power substation
failure, the individual will contact O.F. Dickmeyer, Sewer Maintenance and
Operations Supervisor, by phone (453-4889) or radio (Call 0401). who will then
assign someone to coordinate the power failure response as per the appropriate
section in this report, If O.F. Dickmeyer can not be reached then the
Individual who received the alarm will coordinate the power failure response
as per this report.
DURING NON-WORKING HOURS the utilities answering service receives a general
Alarm and notifies the person on standby. This person will either go to the
Telemetry Room himself to determine the nature of the problem, or call a
person from sewer maintenance to do It, if the person finds the problem to be
a power failure, he will refer to the list of individual response plans in the
Index of this report to determine if the power failure Is a substation outage
or an individual Pimp station outage. (During a substation outage all the
alarms for pump stations served by that substation will be on,) If the
problem Is a power substation failure, the individual will then refer to the
appropriate substation outage procedure In this report and follow the
instructions in that section.
-8-
IMedina Power Substation Outage
Pump Stations Affected:
' YARROW POINT
N.E. 12nd St, W. of 92nd Ave, N.E.
ICOZY COVE
On lakeshore 700' N. of N.E. 32nd St. 500, E. of 82nd Ave. N.E,
I HUNTS POINT
N. end of 82nd Ave. N.E. on Hunts Point
' FAIRWEATHER BASIN
Easement on S. extension of 82nd Ave. N.F. adjacent to N. edge of
P.S.H. 5?0
EVERGREEN EAST
100' S.W. of lakeshore on Lake Lane
I EVERGREEN WEST
200' E. of shoreline on S. side of house
3751 - 76th Ave. N.E.
IEquipment needed:
The Large KEN Generator
1 Truck (Lic. 10-23710 or 0.23567) to tow It.
Both Small KEN Generators
I2 Trucks (Lic. Us 0-23987, 0-24821 or 0-24823) to tow them,
Dispatch Procedure:
Call in a total of 6 qualified personnel (refer to the list of qualified
personnel contained in this report on page 6).
Send the Large KEN Generator and 2 people to the Fairweather Basin 'lumping
Station. It will remain there until power Is restored,
Send one Small KEM Generator and 2 people to the Yarrow Point Pump'ng
Station. When this station Is pumped down the generator will be taken to
the Evergreen East Pumping Station. It will then he taken to the
Evergreen Nest Pump Station and then to the Hunts Point Pump Station.
This procedure will then repeat, starting with the Evergreen East Pump
Station, until power is restored (the Yarrow Point Pump Station will not
be revisited by this generator).
Send one Small KEN Generator and 2 people to the Cozy Cove Purp 'station.
When this station is pumped down the generate• will be taken to the Yarrow
Point Pump Station. This procedure will then repeat until power Is
restored.
-9-
.....__....
ITransfer Switch and L.,ergency Power Necptical Location:
See the following site sketches and typical detail drawing for old to
' locating generator hook ups and throw switches for each pump .tatton.
1
1
1
KW Power Substation Ou to ue
Pump Stations Affected:
i
LAKE HILLS 014
On lakeshore at 1820 W. bake Saaeeamish Blvd, N,E,
LAKE HILLS 018
On iakeshore at 1082 M. Lake Saaeamish Blvd, NA,
LAKE HILLS 117
On lakeshore between 630 and 636 W. Lake Sammmish Blvd. %,E,
LAKE HILLS 116
On lakeshore between 248 and 256 W. Lake Sdmeamish Blvd. N,E.
Equipment needed:
One Small UM Gen,,ator
1 Truck (tic. 10-23987, 0-24821 or 0-24823) to tow it,
Dispatch Procedure:
Call In a total of 2 qualified personnel (refer to the list o1 qualified
personnel contained In this report on page 6).
First they go to Lake Hills Pump nation e19 and secure the flushing valve.
Then they take the Small KEM Generator to Lake Hills Pump Station 116.
WPen this station Is pumped down, the generator will be taken to the Lake
Hills Pump Station 111, It will then be taken to Lake Hills Pump Station
#18 and then to Lake Hills Pump Station 019. This r
repeat until power is restored N i e procedure well then
end t e When this procedure Is repeated it w1I1
a Station 1t8, Station fI9 will not be revisited except to open the
flushing valve after power has been restored,
Flushing Valve, Transfer Switch and Emergency Power fteceptiedl Location:
See the following site sketches and typical detail drawing for aid in
locating the flushing valve at station 19, as well as generator hook ups
and throw switches for each pump station,
II
-19-
1
Phantom Lake Power Substation Outage
Pump Stations Affected:
LAKE HILLS 112
251 W. Lake Sammamish Blvd. H.E.
LAKE HILLS 14
16035 S.E. 9th Street on S. side of street
LAKE HILLS 15
16737 at end of S.E. 12th St.
Equipment needed:
The Large 125 KW Generator
l Truck (Lic. OD-30850 or 0-19926) to tow it.
One Small KEM Generator
1 Truck (Lic. 10-23987. D-24821 or D-24823) to tow it.
Dispatch Procedure:
Call in a total of 4 qualified personnel (refer to the list of qualified
personnel contained In this report on page 61.
Send the Large 125 KW Generator and 2 people to the Lake Hills Pump
Station 112. It will remain there until power is restored.
Send the Small KEM Generator and 2 people to the Lake Hills Pump Station
14. When this station is pumped down the generatur will be taken to Lake
Hills Pump Station 15. This procedure will then repeat until power is
restored.
Transfer Switch and Emergency Power Receptical Locations:
See the following site sketches and typical detail drawing for aid in
locating generator hook ups and throw switches for each pump station.
-27-
r
iSouth Bellevue Power Substation Outage
Pump Stations Affected:
GRANGE
S.E. Bellevue P1 , and Meydenhauer Way
MEYDENBAUER
w. side of 100th Ave, S.E. 140' S, of S,E, Shoreland Dr,
iKILLARNEY
IOOth Ave. S.C. and lakeshorn at approx. S.E. 23rd St.
Equipment needed:
The Large KEN Generator
1 Truck (LIc. /D-13710 or D-23567) to tow it.
One Small KEN Generator
1 Truck (Lic. /D-23987, D-24821 or 0-24823) to tow It.
Dispatch Procedure:
Call in a total of 4 qualified personnel (refer to the list of qualified
personnel contained In this report).
Send the Large KEN Generator and 2 people to the Grange Pumping Station,
It will remain there until power is restored,
Send the Small KEN Generator and 2 people to the Neydenbauer Pumpin.;
Station. When this station is pumped down the generator will be taken to
the Killarney Pump Station, This procedure will teen repeat until power
is restored.
Transfer Switch and Emergency Power Receptical Location:
See the following site sketches and typical detail drawing for aid in
locating generator hunk ups and throw switches for each pump station.
-33-
' Ytlburton Power Substation Outage
Pump Stations Affected:
41LBURTON
S. of 1111 - llgth Ave. S.E. on N. side of road.
' Special Note:
' The Nilburton Pump Station currently has a storage capacity that is good for
several days of no power, therefore, this station should present no problem.
Equipment Ne.ded:
iThe Large KEN Generator
I Truck (Lic, ID-23710 or 0-23597) to tow it.
' Dispatch Procedure:
No action need be taken until the high water alarm goes off and this Is
' not expected to occur until the station has bern without power for several
days. The station should be Inspected every 2a hours during the power
outage to determine the need for pumping If there Is a question as to the
' reliability of the high water alann.
If it Is determined, through the receiving of an alarm or inspection, that
pumping Is necessary then a tot' ' of 2 qualified personnel will be called
in (refer to the list of qualified personnel contglned in this report on
page 6).
They will take the Large KEM Generator to the Nllburton Pump Station and
return after it has been pumped down,
Transfer Switch and Emorgenr, rower Receptical Location:
See the following vlt' ,k*t and 'ypical detail drawing for aid In
locating the gees^ator heck rg .•-.w 'brow switch,
-39-
Somerset Power Substation Outage
Pump Stations Affected:
i PLEASURE POINT
On Pleasure Point 1DW E. of shoreline near Pleasure Point I and
extension of S.E, 56th St,
Equipment needed:
fOne Sasall KEN Generator
1 Truck (Lic. ID-21987, D-24821 or 0-24821) to tow it.
1 Dlspa;ch Procedure:
Call in a total of 2 qualified personnel (refer to the list of qualified
Ipersonnel contained in this report on page 6).
They will take the Small KEN Generator to the Pleasure Point Pump Station
I and remain there until power is restored.
Transfer Switch and Emergency power Receptical Location:
I See the following site sketch and typical detail drawing for aid In
locating the generator hook up and throw switch,
I
-A1-
Factoria Power Substation Outage
Pump Stations Affected:
gEaf ou PUMP STATION
Cal de sac off Skagit Key to Newport Shores at aporoa. S.E. 12nd St.
NEWPORT LIFT STATION
On M, side of St, at i Cascade Key In Newport Shores
BAGLEY PUMP STATION
1 On casemert N. of 4833 Lakehurst Ln. S.E.
IEquipment needed:
The generator specifically For the Newport Lift Station
l Truck (Any truck with a trailer hitch) to tow it.
The Large KEM Generator
1 Truck (Lic. ID-23710 or D-235671 to tar it.
' Dispatch Procedure:
Call in a total of a qualified personnel (refer to the list of qualified
personnel contained in this report on page 6).
Send the generator for the Newport Lift Station and 2 people to that
station, It will remain there Unlil power is restored.
Send the Large KEN Generator and 2 people to the Newport Pumping Station.
when this station is pumped down the generator will be taken to the Bagley
Pumping Station. It will then return to Newport Pump Station and the
above procedure will be repeated until power is restored.
Transfer Switch and Emergency Power Receptical Location:
See the following site sketches and typical detail drawings for aid in
locating generator hook ups and throw switches for each pump station.
d7_
Midlakes Dower Substation Outage
Pump Stations Affected;
PALISADES
On easeawtnt 360, E. of 13W Ave. N.F. ana 570' S, of Bel•Red Rd.
Equipment needed:
One Sma)) REM Generator
I Truck (Lic. tD-2398'. 0-24821 or 0.24821) to tow it. r
Dispatch Procedure: �I
Call in a total of 2 qualified personnel (refer to the tElt of qualiftea
personnel contained In this report on page 6).
They will take the Small KEM Generator to the Palisades Pump Station and
remain there until power 1s restored.
Transfer Switch and Emergency Power Receptical Location.
See the following s11e sketch and typ)ca) detail drawing for aid in
locating the generator hook ip anu throw switch.
I
.5)-
No rtnup Power Substation Outage
Pump Stations Affected:
t
M;DLAKES
L. end of N.E. loth St. 1.130' E. of 120th Ave. N.E. -
Equipment needed:
The Large KEM Generator
1 Truck (Lic. 0-23710 or D-23597) to tow it.
Dispatch Procedure:
Call in a total of 2 qualified personnel (refer to the list of qualified
personnel contained in this report on page 6).
They will take the Large KEM Generator to the Midlakes Pump Station and
remain there until power is restored.
Transfer Switch and Emergency Power Receptical Location;
See the following site sketch and typical uetail drawing for aid in
locating the generator hook up and throw switch.
i
-S6-
Overtake Power Substation Outage
Pump Stations Affected:
LAKE CREST
160' E. of shoreline on access Rd, on N, side of house
I
MEDINA C1TV HALL
S. end of 76th Ave, N.E. near S.E. corner of Medina City Hall
Equip
ment needed:
The large KEM Generator
1 Truck (Lic. /D-23710 or 0-23567) to tow it.
Dispatch Procedure:
Call in a total of 2 qualified personnel (refer to the list of qualified
personnel contained in this report on page 6).
They will take the Large KEM Generator to the Medina City Hall pumping
station. Remain here until power has been out for 3 hours or until the
high water alarm goes off at the Lake Crest Pumping Station, whichever
occurs first, then go to the Lake Crest Station, pump it down and return
to the Medina City Hdll station, Repeat the above procedure until power
is restored. (The Lake Crest Station will be visited at least every 3
hours during the power outage acurding to this procedure.)
Transfer Switch and Emergency Receptical Location:
See the following site sketches and typical detail drawings for aid in
locating generator hook ups and throw switches for each pump station,
-59-
Lochleven Power Substation GJta e
Pump Stations Affected:
PARKER
On lakesbore at Meydenbauer Bay Park
Equip:aent needed:
I One S.aa11 KEN Gene-*,or
1 Truck (Lic. fD-23987, 0-24821 or C-24823) to tow it.
Uispatch Procedure:
ICall in a total of 2 qualified personnel (refer to the list of qualified
personnel contained in this report on page 6).
iThey will take the mall KEN Generator to the Parker Pump Station and
remain there until power is restored.
T-aasfer 50tch and Emergenry Receptical Location:
the follovin 31 - sketch and typical detail drawing for aid In
locating gene atm ho, .p and throw Switch.
Note: The Parker Pump Stit'cn is scheduled for replacement to 1985 at which
time an on site generator will be provided.
-64-
March )8, 1985
i y l:;yg
Mr. Bob Bergstrom, P.E.
City of Renton
Municipal Building
Renton, Washington 98055
Gear M,. Berystrom:
Subject: Roney Cries' Phase I
contt.uct ion Manngesxrnt
I believe that the Construction Ma,.agement Meeting 'sld on March
6 was construct've and we had a chance to know sect, other's
expectations end roles.
It was agreed that the City would have the contractor submit
progress schedules along with their month17 partial progress payment
requests, and we discusses the conditions under which the contractor
would revise the sched� s. the contractor$ will be required
to submit a rrvised updated schedule if the actual progress is
two weeks behind or four weeks ahead Of the schedule. This
clarification of the engineer's requirements would be necessary.
I commented that the proposed change order form included in your
quality assurance plan did not have space for any changes relating
to construction time. Your new APWA change order form which you
ha.lded out to the contractor during the preconstruction conference
meeting did not he" a line for the time change either. Whether
the time element is on .e form or nod, it is important to clarify
any affect in contract time asao7iated with any change. I like
to underscore the fact that all change orders should spell ,it
time element of the change order.
I would like to be informed of all major changes in advance, but
unless 11 the change order costs exceed $10,000 or (2) they are
significant changes from the original design concept, or (l) the
Bob Bergstrom • •
March 10. 1985
Pays Two of 7W
change osee potential adverse envlroasental impact, I would like
to revi the change orders eftr it has been reviewed and executed
by Your City. all change orders should be ma,ied to wDOE project
Officer, Me, Rosemary Malrodt please send orders. fro copies of the changr
Should there be anything I can be of help to you on the project,
Please call se at 459-6086.
Sincerely,
!r C-/�
S. K. Chung, L.
Construction nagement
Municipal Division
SKC:lm
cc: Fred Kern, Hammond, Collier, Made c Livingstone
Rosemary Malrod, WDOE
... .,n Saitewics, Isms
wa
0 0
March fi, 1955
�LJ cn
Mr. Robert Pwrgetrom AFAR
City of Penton 1 200 Mill Avenue South
985
Seattle, Ma,h.ngton 9S055
Dear Mr. Sergetroa::
SO"Y TARE GRAVITY SUM
I have reviewed the technical xpeciflcations 'uMitted le
your consultant, Fred Kern. Mr. Kern and 1 a week t
question' and ...Maggio which I asuts.,ed • jig, nr
Able
to utlaf had on !Iw doeuaents. Mr. Kern was
Y ao,t of my responconcern,, Consequently. live only two
roans.to which need a written reaponp prt of to aut�mittal of the final
Plans end specifications.
11 Section 47-2.03 Fertiliser
thisI will need an indication from the Department of Fisheries that
adverse effect' of adverse
apeeificatlon i s acceptable, f as concerned about possible
a fertiliser runoff into the stre,.m: 152 lbs,
Of nitrogen per acre with 92 lbs per acre of that to ht supplied
from ureafOra or c :a fors,ldehyde is epe.lffed,
21 Section 62-1 fie. Lw1aM Joimti
.Ss—"d • 1
The •pacification douan't conform to Stein standards. The s
con,truction provision Outlined in the Criteria for Sewage works
Design apply to Saver pipe laid at any vertical distance shove
a wa tar line. The provisions apply horisontalip to If, foot
the outside of the sever pip,. frog
All of my written comments must have a written response. Plans and
specifications will not be approved until I have an indication from
the Fisheries D,partaent that the design meets the requirement. of
the Hydraulic' Pareit. Grant requletiens require that grantees not
advertise for bids until MOOS approves the final plan, and specifications.
I
Mr. Robert norgstrom
March 6. 1985
Fag* Two of Two
Finally. I remind you that this contract cannot be awarded anti: t-.e
emergency power provisions for the now pump station are agreed upon
by us.
Please contact me if you have Questions.
Sincerely,
Ed O'Brien, P.E.
Municipal Division
EOilm
Oct Rosemary Walrod
Fred Kern, Mamond, Collier, Wade h Livingstone
Gary Brugger. NWROi WDOE
FPD Rngineer
IOIN SPILIMW
Ca ve"MIN O IXWUv W Much
ST1T1 (I Ak4*vCT(Vi
DEPARTMENT OF ECOLOGY
Mel Sw % 11 . (M"Vw VIJV""+ 'WM . JOIN 459e(K1)
March e, 19AS
The Honorable Barbara Y. Shinpoch
Mayor, City of Renton
20U Mill Avenue South
Renton, Washington 90055
Dear Mayor Shinpoch:
Enclosed are three (31 copies of the Referendum 39 Grant A3reslsart
between the State of Washington Department of Ecology and the City
of Renton. This agreement is for the provision of funds frr the
construction of the Honey Creek Sewer Project.
Please review this document carefully. If you find it acceptable,
s!gn all three copies and return them to me. It will complete the
signature process and return a fully executed copy to you for your
records.
If you have any Questions, please call me at 459-6102.
L4r-'(
- V-
Rosemary IL, walrod
Contract Officer
Municipal Division
P.LW:lm
Enclosures
ccq Robert Bergstrom, City nF Renton
Grtnt File
040
XXRXRXRXXx
,. .d,�. XX]tRXXYRi{:7[XX
February 27, 1985
Mr. Robert Bergstrom
Public Works I)epartment
?Of) Mill Avenue S.
Renton. W.A 98055
Dear Mr. Ber mrom:
Bid Award
Raney Creek klteregWter Project
We have reviewed the results of the bidding and con,ur in the awnrd of bids for
your project as follows:
Schedule A to R. L. Alia Co. for $98,9on.50
Schedule B to R. L. Alia Co. for $31,i12.40
Schedule C th R. W. Scott Construc•ion Co. for $95.000
Schedule h to R. W. Scott Construction Co. for $79.295
This letter serves as written confirmation of verbal authorization to ,ward bids
issued February 26, 1985.
". tclule B work which is related to waterline construction is not eligible for grant
funding. New side sewers are also ineligible. Bid items F, 7, and 11 of Schedule
A are not grant eligible. All costs for this work should be clearly separa0.d from
Front eligible costs so that no confusion will ezt, at the time of final audit of project
costs.
Please rune that r draft operations and maintenance manual must be submitted
to the D±partment by 50% construction. A final manual must be submitted and
approved by 90% construction. When the contractors provide you !heir f PM's, you
should utilire that Information to develop vour schedule for subuuunl of the O&M
Manuel.
Please call me if you have any questions at 459-0102.
GRosemary L. Walrod
Contract Officer
Municipal Division
R L W:sbh
eel S. X. Chung, WDOF.
F.d O'Brien, WDOR
Grant file
*MEMORANDUM
TO - __=_= _ DTI
Wm
SUBJECT "
J ren<,.r .�✓./ Fo k rw.l foe cwhau
A(« :a� r,.Ft t.,. ?�',-o t�l�wy C�.e,►'� i=fr��e�f �:� �M►ne c� i
� a
1
J
lcbruary 26, 1985
Mr. Robert E. Bergstrom, P.E.
City of Renton
200 Mill Avenue S.
Marto, , WA 98055
Dear Mr. Bergstrom.
Renton Honey Greek Gravity Sewer
--Prel
1 have completed a review of the preliminary plans and specifications
which were submitted on January 14. The specifications did not include
any tethnical provisions nor special provisions hevond page SP-10. Your
consultant, Fred Kern, is sending these missing pages to awt for review.
Pieria provide a written response to the list of comments enclosed with
this letter. These comments were briefly summarized to Mr. Kern in a
telephone conversation.
you shovld not print final copies of the plans and specifications until you
receive my agr,ement with Your responses. To retain grant eligibility for
.oe project, please do not advertise for bids until the Washington Department
of Biology (WDOg) reviews and approves the finai plans and apetificationa.
WDOE approval of contract award is contingent upon resolution of the standby
power requirement for the new pump station.
if you have any questions, pleas call N at I06/459-6089.
Sincerely,
Ed O'Brien
Muniepol Division
FOB:v
04/a3
Env Insure
cc: Fred Kern, HCUW-1, Inc.
Gary Rrugger, MWRO
Grant File, Rosemary Walrnd
4'n•eYBNTS
1. Representatives from the Department of Fisheries should review and
,. approve that the plans and spec iEir at ions conform to the conditions the Hydraulics Permit. My review indicates that the documents may tot
satisfy am* provisions of that permit, i,e,: (1) brush and tree
plantin88 above gabions aren't indicated, (2) the 'Trench Section in
Streambed" detail doesn't conform to provisions 3 and 7e of the permit,
(3) angular rock for bankiines at stream crossings isn't specified, and
t4) limits of scour rock at stream crossings isn't indicates.
1 Plans must slow maintenance road construction and road details.
Detail of bridges for stream crossing mist be. provided and approved by
Department of Fisheries.
3. Maintenance road construction ends at STA 68e30. How will sewer above
that point be serviced?
4, Please provide reasons for construction of culvert, at STA 66440 and
STA 68+50. How were culvert sires determined?
S. Side sews: construction, bid item no. 26, is not grant eligible,
6. Sheet• 3, 4 and 6 indicate s.;tions of sewer with greater then 400 feet
distance betwen rloamouts, Your hundred feet is the maximum distance
allowed by the Criteria fo- Samata Works DeslBn, Please iu stify the greater dis[anc ea. Greater distances can be allowed if the munici-
pality has cleaning equipment Which can reach that distance.
?. A note on sheet 6 .,neerning site site sewer installation is not
complete.
.} 8. The 36-inch water win elevation on sheet 6 conflicts with the proposed
sewer. CfnNrmat"" of the location of all water lines on Union Ave
relative to the proposed sever is necessaarv• The technical provisions
and details in the plans must show conf.,rmance to WDOE criteria fot,
waterisewer c.•arance,
9. Pleasv verity comp:+lion of all Permits (county, shoreline?) and
easements. These are necessary prior to bidding.
10. Please ex Plain the need for the correction between manholes /1 and
I3 on sheet 6.
11. The performance bond doesn't *pacify 100 percent bid coverage, The
bidding do,ments must a lie c ify a .omPletion time, a time to award the
contract, and the liquidated damages.
r _e
i
,
RA►. (aAW4 w Whin
4osat(wr lhww
STAR (W wk*f 'J()N
DEPARTMENT OF ECOLOGY
R RROR A ■ DO Is
rcbrusry 25, 1995
TO: Rosemary Malrod
FROM. S. R. C un0
SUB.18CT1 CITT or RRRTOR - DDWIry CARD! 81m@ ro"S I
I have reviewed the Quality Assurance Plan for the subject project
and have the followinq .omments:
eectiam III A. Cametructfoo Schedule MatAodology
The Quality Assurance Plan showed overall City of Renton
Saver Proiact schedule and its inter-relationship in Section
Iv. It is helpful brat the Quality Assurance Plan is not
specific as to what type of scheduling mettiod is going
to be employed nor the specific conditions under which
the contractnr's schedule to be updated.
The contract specification Section 9-1.03 PROGICISS SCRRDULR
is not specifir rs to under what condition the contractor
has to update his schedule either. This should be discussed
in detail during the pre-construction conference with
the contractor.
Section III D. Item 7 and 8
All major changes to the contract require prior approval
by WDOE. This includes at. Item exceeding S10,000, change
of designed treatment process, and by-passing raw sewage.
I prefer reviewing cos.pleted, executed copies of the change
orders, unless they are "major' modifications. I have
to be informed of all the changes and proposed changes.
Standard Change Order form attached in the Quality Assurance
Plan need to include:
11 Increase or decrease of contract time.
21 Cumulative total contract amount including the change
order.
Since the Quality Assurance Plan require, to submit
the construction schedule (when the owner receives
it from the ccntractor), and 1 will have a CM meeting
with the City as soon as the City sets up the pre-con-
struction conference, the discrepancies of the Qualtiy
Assuranco Plan will be discussed fully at the Cm meeting
and the minutes of the meeting may become part of
the Quality Assurance Plan. Therefore, you may assume
that the grant** has satisfied the Quality Assurance
Plan requirements of the grant contract.
SKC:
00,
cc: Bob Bergstrom, City of Renton
OF R,6
� ti�
PU3LIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2631
n MUNICIPAL BUILDING M MILL AVE,SO. RENTON,WASH.Se05S
e
P
\ fo SEPIE�'et
BARBARA Y. SHINPOCH
MAYOR
February 4, 1985
Washington State Department of Ecology w
Mail Stop PV-11
Olympia, WA 98504
Attn: S.K. Chung, P.E.
Construction Ma,agement
Municipal Divialon
Gentl,wwn:
Pursuant to your requests for a Construction Quality Assurance program
bound herewith is a plan for the Honey Creek Sewer Project. Please advise
us when you are ready to review this detail and hold the construction
management meeting referenced in your letter of January 17, 1985.
Sincerely,
REB:Jkg
Robert E. Bergstrom P.E.
I
Encl.
cc: Fred Kern, HCW-L
Ed O'Br'en, DOE
Rosemary Walrod, DOE
RVIK-2850
City of Renton, Washington
Honey Creek Sewer
Project 5-296
Quality Assurance Plan
Table of Contents
I. Elements of Quality Assurance Plan
A. Construction Schedule Methodology
0. City of Renton Construction Organization
C. Quality Control Testing
0. Change Order Process
E. Terhnlral Records Handling
F. Const vction Surveillance - Monit. 'ing
IT. General Project Description
''11. Description of the Quality Assurance Elements for Honey Creek
IV. Schedule of Activities Chart
V. Organizational Chart
City of Renton, Washington
Money Creek Sewer Project
Quality Assurance Plan
Proje--t S-296
Prepared by City of Renton. Washington, public works staff in coopera-
tion with Haaarond, Collier A Wade - Livingstone Associates, Inc.
1. Elements of the Quality Assurance Plan a,e a� `ollows:
A. Construction Schedule Methodolgy
1. Sc-eduling Method
2. Method for Ensuring Updating of the Schedule
(1) Update Frequency
(ii) Identification of Responsibility for Schedule Update
(iii) Strategy for Ensuring Timely Contractor Schedule
Updates
S. City of Renton Construction Organization
1. City Public Works Organization and Project Administration
Responsibility.
2. HCW-L (Consultant) Support Personnel
j. DOE Review
C. Quality Control Testing
D. Change Order Process
E. Technical Records codling
F. Construction Surveillance - Monitoring
1. Monitoring Responsibility
2. Monitoring Frequency
3. Deficiency Resolution
a, Inspector Quallficatinn+.
5, Budget
11. General Pruject Description
The Ho,oy Sreek Sewer project is a three phased constriction progra^
funded in ,art by City of Renton Water/Sewer Utility Funds, and State
Referendum No. 38 Washington Futu•e Funds.
The three pronram phases are.
Phase I - Four Schedules
Schedule A - Sewer force Main
Schedule R - Water Main (Non-Grant El-ment)
Schedule C - Sewage Pump Station
Schedule L' - Power Supply
Phase 11 - Gravity Interceptor Sewer
Phase III - Rebuilding sertors c' existing sewers to receive sewer
force main discharge.
Phases 1 and 11 of the system will not t,a made operational until the
entire project is comple'c in the Fall of 1985. The only significant time
constraint on the entire Honey Creek project is the Hydraulic Permit. The
Department of Fisheries has required all work on Phase 11, the Gravity
Sewer Line, to be limited to a period between July 25 and October 1, 1985.
;ti. A description of each of the required Quality Assurance elements
(referenced in section 1) for the Honey Creek project are as follows:
A. Construction Schedule Methodology
The Honey Creek project construction schedule is a formal summary of
planned construction activities. their sequence, interrelationships,
durations, and teriainations. The P..Ject construction schedule is a vital
component of contract administration and is necessary for the coordination
of the activities of all i..volved parties, including those of the grantee,
HONEY CREEK' SEWER S-296 3+
D.O.E. General Cnrresp.
consulting engineer, contractors, and/or subcontractors. In addition, the
construction schedule serves as a basis for evaluating change orders and
contractor disputes arising from delay, suspension, and acceleration and
thereby reduces project costs. finally, an updated construction schedule
is a critical tool for allowing the owner to relate project status to
fiscal outlays,
1. The scheduling method that will be utilized integrates all activities
required to ensure proper contracts administration, surveillance, survey
control, necessary operations plan and "as constructed" features documenta-
tion.
A char* illustrating interface of various office and field activities
related to scheduling is included as Section IV.
2. The short time frame for Construction of key elements, particularly for
the gravity creek vicinity interceptor, requires close monitoring of con-
tractors adherence to schedules. The principal initiative is to immediate-
ly identify any apparent delays to the Contractor's proposed schedule and
make aPPropri&Le official notification of the contractor per construction
documents Section 6-1.03 - wher. necessary. Project Scheduling of the
contract specifications. Weekly meetings agenda Of the consultants
inspection personnel and construction project manage, will include a
specific evaluation Of project status for each phase, fate spring and
summer month activities will include concurrent work or 2 and possibly 3
Phases of work. Thus surveillance personnel schedu!ing must allow for
several inspector; working concurrently on the total project.
B. Owner construction Survefilance Oroanixation
Responsibilities for construction Quality assurance involve three
agencies.
I. The (owner) City of Renton Public Works staff has overall respon-
sibi)ity for administering the cc tracts as related to:
o 'rogress and final payments
o Change orders
r. Determinations of interim financing and taking other legally
binding actions relative to the contract.
2. The (consultant) Hammond, Collier & Wade - Ievlrgstone has
responsibility for:
o Survey control
o Monitoring contractor progress
a Determining acceptability of contract work
o Anticipating and advising the Owner of delays or changes
o Preparing recommendations fo
r payment and Change orders if
required,
o Preparing operations pl•ns, manuals to cooperation with the owner
o Documenting as constructed features and providing appropriate
statements of compliance to regulatory agencies for work complet-
ed
3. The Washington State Department of Ecology is responsible for
ascertaining that:
o An appropriate Q.A. program is followed.
o Statements of compliance prepared
o Estimates of grant muntes requirements are maintained current
and regularly provided to DOE.
In particular the Department of tcology's responsibility relates to
assuring that the owner maintains AN compliance relative to pertinent
waste water program quideiines.
• i
Personnel assignments are as follow.:
1. OWNER
The City of Renton Public Works staff represents the Owner; the
City of Renton.
Dick Houghton: Director of Public Works
Reviews and Apfroves all Change Orders
Reviews and Approves all Progress Payments
Provide Project Oversite and Project Acceptance
Bob Bergstrom: Engineering Supervisor
Reviews all C.O.'s, Progress Payments and Schedule
Progress Represents City in Meetings and Daily
Project Management Activities
?. CONSULTING ENGINEER
Hammond, Collier 6 Wade - Livingstone Associates, the project design-
ers w'll be retained by the City to provide construction survey control,
monitoring, and to assist in preparing the quality assurance plan and plan
of operation.
Personnel involved with various elements of design will approve shop
drawing and review submittals pertinent to the specific design assignments
they complete.
Fred Kern, P.E., Project Manager
Prepares quality assurance plan and budget in cooperation with City
assigns and adjusts consultant staffing as required to complete all consul-
tant responsibilities for construction related activities. Provides shop
drawing review for elements of design work prepared and stamped by Fred
Kern. (Phases 11 and 111).
Mike Giseburt, E.I.T.
Provides support work on design related submittals and field
engineering.
Larry Larson, Construction Manager
In addition to monitoring he reviews all procedures used by individual
project Inspectors and assists each of the inspectors for the three phases
In preparing timely reports. With several projects proceediny at different
times Larry will review and advise the project manager of staff adjustment;
required to efficiently staff the monitoring work.
Dale Erdahl, P.L.S., Ken Edington, P.L.S.
Construction staking will be coordinated by one of WCW-L's profession-
al surveyors.
Additional Survey Monitoring Personnel
Personnel selected to augment monitoring survey assignments will be
Permanent staff members specifically trained in construction monitoring and
surveying.
Bruce Livingstone, P.E. I'
Reviews staifine assignments, service fees, and budget with project
manager. Provides shop drawing review fnr elements of project design
Prepared and stamped by Bruce Livingstone. (Phase 1).
3. DOE
The Owner and consultant will prepare and submit proper documentation
to DOE for Quality Assurance and Plan of Operation.
DOE personnel responsible for reviews and approvals.
S.K. Chung: Construction Manager/Project Engineer
1. Interim and Final Construction Inspection
2. Reviewing and Approving/Disapproving Technical Changes
Proposed During Construction
3. Review Grant Eligibility of the Approved Change Orders
ROsemary Malrod: Project Officer
1. Develop and Maintain Project file
2. Keeping Track of Progress Payments
3. Perform Administration inspections
A. Projects Closeouts
5. Change Order Review fur Grant Eligibility
C. Quality Control Testing
Principal materials that require quality verification include trench
backfill. The contractor is required to advise the Owners representatives
of adequacy of the finished product by independent quality assurance
procedures. Independent testing of densities, creek scour protectior rock
gradation and other procedures will be completed as required by HCM-1 to
review the contractor's throughness in quality assurance control. HC4-k
has nuclear density measuring equipment which will be used in appropriate
locations. The bulk of quality control testing, including T.V. video
scans, is the responsibility of the contractor and his proceuures kill be
reviewed and documented by monitoring personnel.
O. Change Order Process
Changes on a project of the Honey Creek size should be ant_iLipated.
Planning for underground utilities work changes, particularly in the creek
area, requires care in setting up a procedural framework to easily,
equitable and economically adjust the contract if necessary.
A.P.N.A. Standard Specifications as modified and amended by City of
Renton provide a solid basis for administering the contract. The design
team has retained the firm of Shannon 8 Wilson to provide on site expertise
of excavated areas. Prior to giving a notice to proceed to various phase
contractors we will be reviewing with geotech personnel sensitive areas of
excavation in preparation for construction contingency.
During the contractors preconstruction conference the subject of
changes .rill be thoroughly addressed as the Changes relate to claims or
requests for change orders. We have planned for and will immediately be
Prepared t0 provide expertise on any specialized soil nroblen: if and as
they are encountered. This procedure will minimize claims by providing the
contractor direct access to best geotechnical advice. Acknowled5.ng that
changes can occur, discussing potential problems and the means by which
they will be resolved before they are encountered is the Owner strategy in
desiling with these changes.
The generalized procedure for identification of and negotiation of
change orders. is as follows:
1. Monitoring personnel immediately advise the construction manager
Of any suspected difficulties related to unforeseen construction.
2. Construction Manager reviews the identified situation and advises
the project manager of any matter which he believes requires furtver
attention.
3. project manager arranges for special review (geotechnical or
other) and works with the construction manager in setting up an on the spot
meeting with the Owners representative and contractor personnel to tho.-
oughly discuss the situation and establish a fair basis of evaluation of
any change.
a. If a change order Is appropriate the construction manager and
project manager will immediately request for change order proposal from
the contractor to be submitted prior to proceeding with further work. DOE
will be advised that a change order proposal is in progress,
5. After Owner and consultant have receipt of a contractor's timely
response to a proposal request, the cunsultant will review the proposal and
prepare a recommendation.
6. With Owner input ant concurrence the owner with consultant support
will aegnriate a change .rder.
'. A c^, -f .At ,-op"ft change order will be transmitted to DOE for
review and approval.
B. Subsequent to receipt of formal DOE approval on Authnrization for
,hange order can be made after official city approval,
The principal objective in this change order process is to:
a. Quickly identify and discuss openly with the contractor any
r entlal changed conditions.
b. Offer Immediate on call expertise from geotechnical consultants to
assist in evaluation of probable extent and best means of reducing diffi-
culty or change,
c. Thoroughly review, during preconstruction meeting, with the
contractor, the requirements for Quick decisive resolution of any changed
conditions affecting the contract.
Because the nature of the construction is somewhat specialized, in
creek and sewer replacement work, near full-time inspection is considered
mandatory to minimize change orders and keep the project moving.
The format for change order agreement 1% attached, this forth is An
integral part of the A.P.N.A., 1881 standard documents. Negotiations of
change orders will be completed using these procedures,
NnwrArorwra n
(PUBLIC AGENCY)
CONTRACT" CHANGE ORDER AGREEMENT '
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FURNISHED By PUBLIC AGENCY.
to I Urv,vi
f. Tec„__"meal Records Mandllnj
Daily monitoring logs will be prepared by individuals assigned to the
specific work Involved. The format of reports will be prepared in conjunc-
tion with City of Renton standards. Origindls of all monitoring and field
quantity reports, survey cut sheets, and change order detail will be main-
tained by the construction manager In HC4-L offices.
Copies of all reports will be transmitted with appropriate notations
I, a r.,, cte owner and r
v u c. manegr for -:riodic review.
As coo,tructed twtures will be prepared anu dc.amenteo on field plans by
the Monitoring personnel to maintain a current status on adjustments to any
features.
F. Construction Monitorino
HC4-L will have:
a. Responsibility for construction monitoring and surveillance.
b. Because of the accelerated schedule of construction and work in
environmentally sensitive areas continuous surveillance is planned.
Techniques used en the gravity interceptor in particular will require
careful surveillancv of curved alignment.
C. Deficiency resolution will be handled in a two step process a,
follows:
o The con,ultant surveillance team will bring to the attention
Of the contractor any procedures or deficiencies that van
from the contract requirements.
o Should further action be required to resolve variances the
Owner will immediately be advised and an appropriate method of
resolution determined.
0 Procedures for stop work in the event of a changed condition
will be clearly delineated in the preconstruction conference
and implemented when and if required.
o HCN-L personnel to be assigned to surveillance work are
continuously involved in utilities monitoring and design of
public works. the personnel have experience working with a
variety of contractors with various work habits. Surveillance
personnel have a good perspective on how to anticipate
contractor delays and the best means to assist the contractor
in avoiling scheduling problems.
o The surveillance - construction period consulting program is
designed to: assure a good product; pmvide a means of quickly
resolving any potential claims; assist the City in effectively
forecasting and managing construction period financing.
Because of the accelerated multi phased program overlap. surveillance
- surveying may require an inspector for each phase when all projects are
proceeJing. Construction services by the consultant for phases I and II is
included in /aiendaient No. 3 to the Money Creek services agreement between
the City of Renton and HCW-L
RVIX-2850
CITY_ OF RAM HONEY CREEK I&ER ?ROjECT
IF44 "MAANAkOEr ENT OORRGkAANEIZA-TAij
JNAL.CN^R,T
OWNER ONSUOA.NT
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t• x PUBLIC WORKS DEPARTMENT
wi DESIGN/UTILIT' ENGINEERING tra SEPT 2J5 2671
�1 F MUNICIPAL/UILDIN,, 200 MILL AVE.EO. RENTON,WAIN.ESDaa
b
V>�p
C
BARBARA Y. SHINPOCH
MAVOA
iebruarr a, 1985
Washington State Department of Ecology
Mail Stop PV-11
Olympia, WA 9D504
Attn: Mr. Ed O'Brien, P.E.
Facilities Planning 8 Design Sections
Municipal Division
Re: City of Renton
Honey Creek Sewer Project
Gentlemen:
Bouna herewith is a plan of operation for the referenced project as
requested in your letter of January 25, 1985.
We will be prepared to submit specific detail as noted in the plan in
accordance with the Schedule attached with the Plan,
Sincerely,
Robert E. Bergstrom, P.E.
REB:jkg
Ercl.
Lc: S.K. Chung, DOE
Rosemary Walrod, DOE
RVllc-2850a
City of Fenton, Washington
Honey Creek Sewer Project
Plan of Operation
Table of Contents
if. Organization of Plan of Operations Document
A. Key Construction P-lated Dates
B. Plan For (Owner) Staffing
C. Plan for Maintaining Interim Operation During Construction
0. Training Plan for Startup
E. A/E Startup Services Proposal
F. Training Plan for Operating Procedures and Plant Safety
G. Sewer Use Ordinance
H. Final Detailed Cost Estimate for 0 & M
I. User Charge Ordinance
J. Sewer System Rehabilitation
K. Pretreatment Program
L. Operation and Maintenance Manual
Appendix
Quality Assurance Plan
ii. Organization of Plan of Operation Document
The scope of this three phase project is detailed in the Quality
Assurance document; and, references to various charts and diagrams of the
Quality Assurance document are made in this plan. A copy of the Quality
Assurance plan is appended to this document.
A. Key Construction Related Dat",
Dates for schedul_o contract awards pra;;re;t Payments special
surveillance grant reimbursement requests, operation manuals and
instructions, start up program and other detail are illustrated in Section
TV of the Quality Assurance Plan. (Schedule Chart).
B. Plan for Owner Staffing Completed Facilities
The facilities planned are not unique and represent just extensions
to the systems. Specialized procedures pertinent to Honey Creek project
features are minimal and will be detailed in Operation and Maintenance
documentation. Additional staf is predicated, on nornwl municipal
growth; commitment to additional personnel will likely not be required
for this project because the facilities planned will correct an existing
problem.
C. Maintaining Service
A plan for maintaining service where existing sewers are to be
replaced will be integrated into the construction contract documents.
Phase I and 2 work will not be "put on :ine" until the Phase 3 rebuild
program is completed.
D. Training Plan for Startup
Minimal specific training for the Honey Creek system is required;
because, systems to be constructed typically have features similar to
systems routinely operated by the City now.
F. A/E Startup Services
A/E start up services are included in the construction management
assignment. No unique startup operations are required.
F. Training Plan for Operating Procedures and Plant Safety
All procedures required for the safe operation of features to be
constructed are current ordinary on going activities of the City of
Renton.
G. Sewer Use Ordinance
Sewer use ordinances applicable to required RCM statutory require-
ments a-, adopted and in force.
H. Final Detailed Cost Estimate for Operation and Maintenance
Operations and Maintenance estimates of cost will be prepared and
submitted at dates noted in the referenced Quality Assurance schedule.
1. Sewer User Charge Ordinance
Appropriate charges for sewer use will be made in accordance with RCM
statutory and Grant specific conditions of the DOE - City of Renton agree-
ment.
J. Sewer System Rehabilitation
Sewer rebuilding in conjunction with adding increased flow is
required. Rebuilding is not specifically for reduction of 1 6 1 but some
I F 1 reduction is probable.
K. Pretreatment Program
Not applicable
1 . Operation and Maintenance Manual
The Operation and Maintenance manual preparation review and
finalization is scheduled to comply with grant agreement requirements.
February 4, 1985
Washington State Department of Ecology
Mail Stop PY-11
Olympia, WA 98504
Attn: Mr. Ed O'Brien, D.E.
Facilities Planning 3 Design Sections
Municipal Division
Re: City of Renton
Money Creek Sewer Project
Gentlemen:
Bound herewith is a plan of operatic for the referenced project as
requested in your letter of January 25, 1985.
We will be prepared to submit specific detail as noted in the plan in
accordance with the Schedule attached with the Plan.
Sincerely,
Robert E. Bergstrom, P.E.
REB:jkg
Encl.
cc: S.K. Chung, DOE
Rosemary Walrod, DOE
RY1%-2850a
City of Renton, Washington
Money Creek Sewer Project
Plan of Operation
Table of Contents
ii. Organization of Plan of Operations Document
A. key Construction Related Dates
B. Plan For (Owner) Staffing
C. Plan for Maintaining Interim Operation During Construction
D. Training Plan for Startup '
E. A/E Startup Services Proposal
F. Training Plan for Operating Procedures and Plant Safety
G. Sewer Use Ordinance
M. Final Detailed Cost Estimate for 0 h M
I. User Charge Ordinance
J. Sewer System Rehabilitation
K. Pretreatment Program
L. Operation and Maintenance Manual
Appendix
Quality Assurance Plan
ii. Organization of Plan f o Operation Document
The scope of this three phase se Project is detailed in the Quality
Assurance document; end, references to various charts and diagrams of the
Quality Assurance doLmxPnt are made in this Plan A copy of the Quality
Assurance Plan is appended to this document.
A. Key Construction Related Dates
Dates for scheduled contract awards progress payments special
surveillance grant reimbursement requests, operation manuals and
instructions, start up program and other detail are illustrated in Section
lk of the Quality Assurance Plan.
B. Plan for Owner Staffing Completed Tscilities
The facilities Planned are not unique And represent just extensions
to the systems. Specialized procedures Pertinent to Honey Creek project
features are minimal and will be detailed in Operation and Maintenance
documentation. Additional staff is predicated, on normal municipal
growth; commitment to additional personnel will liArly not be required
for this project because the facilities planned will correct an ex istiny
p rob 1 en,.
C. Maintaining Survice
A plan for maintaining service where existing sewers are to be
replaced will be integrated into the construction contract documents.
Phase 1 and 2 work will not be "put on line" until the Phase 3 rebuild
program Is completed.
0. Training Plan for Startup
Minimal specific tralning for the Honey Creek system is required;
because, systems to be constructed typically have features similar to
systems routinely operated by the City now.
E. A/E Startup Services
A/E start up services are included in the construction management
assignment. No unique startup operatluns are required.
F. Training Plan for Operating Procedures and Plant Safety
All procedures required for the safe operation of features to be
constructed are current ordinary on going activities of the City of
Renton.
G. Sewer Use Ordinance
Sewer use ordinances applicable to required RCM statutory require-
ments are adopted and in force.
H. Final Detailea Cost Estimate for Operation and Maintenance
Operations and Maintenance estimates of cost will be prepared and
submitted at dates noted in the reierenced Quality Assurance schedule.
1. Sewer User Charge Ordinance
Appropriate charges for sewer use will be made in accordance with RCY
statutory and Grant specific conditions of the DOE - City of Renton agree-
ment.
J. Sewer System Rehabilitation
Sewer rebuilding in conjunction with adding increased flow is
required. Rebuilding is not specifically for reduction of 1 A I but sonv,
I A I reduction is probable.
K. Pretreatment Program
Not applicable
L. Operation and Maintenance Manual
The Operation and Maintenance manual preparation review and
finalization is schedule to comply with grant agreement requirements.
APPENDIX
February 4, 1985
Washington State Department of Ecology
Mail Stop PV-ll
Olympia, MA 98bO4
Attn: S.K. Chung, P.E.
Construction Management
Municipal Division
Gentlemen:
Pursuant to your requests for a Construction Quality Assurance program
bound herewith is a plan for the Money Creek Sewer Project. Please advise
us when you are ready to review this detail and hold the construction
management meeting referenced in your letter of January 17, 1985.
Sincerely,
Robert 1 . Bergstrom, P.E.
REB:jkg
Encl.
cc: Fred Kern, MCW-t
Ed O'Brien, DOE
Rosemary Walrod, DOE
AVIK-2850
City of Renton, Washington
Honey Creek Sewer
Project S-296
Quality Assurance Plan
Table of Contents
1. Elements of Quality Assurance Plan
A. Construction SCMdule Methodology
D. City of Renton Construction Organi.atinn
C. Quality Control Testinq
0. Change Order Proccas
E. Technical Records Handling
F. Construction Surveillance - Munitorirt
11. General Project Description
111. Description of the Quality Assurance Elements for Honey Creek
IV. Schedule of Activities Chart
V. Organitational Chart
City of Renton, Washington
Honey Creek Sewer Project
Quality Assurance Plan
Project S-?%
Prepared by City Of Renton, Washington, public works staff in toopera-
tion with Hammond, Collier a Wade - Livingstone Associates, inc.
1. Elements of the Quality Assurance Plan are as follows:
A. Construction Schedule Methodoigy
1. S.heduling Method
2. Method for Ensuring Updating of the Schedule
(i) Update Frequency
(ti) Identification of Responsibility for Schedule Update
(sit) Strategy for Ensuring Timely Contractor Schedule
Updates
8. City of Renton Construction Organization
1. City Public Works Organization and Project Administration
Responsibility.
Z. HCW-L (Consultant) Support Personnel
3. DOE Review
C. Quality Control testing
O. Change Order Process
E. Technical Records Handling
F. Construction Surveillance - Monitoring
1. Monitoring Responsibility
1. Monitoring Frequency
3. Deficiency Resolution
a. Inspector Qualifications
5. Budget
ll. General Project Description
The Honey Creek Sewer project is a three phased construction program
funded in part by City of Renton Water/Sewer Utility Funds, and State
Referendum No. 38 Washington Future FunM.
The three Program phases are:
Phase 1 - Four Schedules
Schedule A - Sever Force Main
Schedule 8 - Water Main (Non-Grant Element)
Schedule C - Sewage Pump Station
Schedule D - Power Supply
Phase II - Gravity Interceptor Sewer
Phase III Rebulldinn sectors of existing sewers to receive sewer
force Min discharge.
Phases 1 and 11 of the system will not be made operational until the
entire project is complete in the Fall of 1985. The only significant time
constraint on the entire Honey Creek project Is the Hydraulic Permit, The
Department of Fisheries has required all work on Phase 11. the Gravity
Sewer Line to be limited to a period between July 25 and October 1, 1985.
Ill. A description of each of the required Quality Assurance elements
(referenced In section 1) for the Honey Creek project are as follows:
A. Construction Schedule Methodology
The Honey Creek project construction schedule is a formal luminary of
planned construction activities, their sequence, interrelationships,
durations, and terminations. The project construction schedule is a vital
component of contract administration and is necessary for the coordination
Of the activities of all Involved parties, including those of the grantee,
consulting engineer, contractors, and/or subcontractors. In addition, the
construction schedule serves as a basis for evaluating change orders and
contractor disputes arising from delay, suspension, and acceleration and
thereby reduces project costs. Finally, an updated construction schedule
is a critical tool for allowing the owner to relate project status to
fiscal outlays.
1. The scheduling method that will be utilised Integrates all activities
required to ensure proper contracts administration, surveillance, survey
control necessary operations plan and as constructed features documents
t i on.
A chart illustrating interface of various office and field activities
related to scheduling is included as Item IV.
2. The short time frame for construction of key elements, particularly for
the gravity creek vicinity interceptor, requires close mani.oring of con-
tractors adherence to schedules. The principal initiative is to Immediate.
ly identify any apparent delays to the contractor's proposed schedule and
make appropriate official notification of the contractor per construction
documents Section 8.1.03 • when necessary, project Scheduling of the
contract specifications. Meekly meetings agenda of the consultants
inspection personnel and construction project manager will include a
speclflc evaluation of project statue for each phew, late spring and
summer month activities will include concurrent work on 2 and possibly 3
phases of work. Thus surveillance personnel scheduling must allow for
several inspectors working concurrently on the totnl project.
B. Owner Construction Surveillance Organization
Responsibilities for construction quality insurance Involve three
agencies.
s �
1. the (owner) City of Renton Public Works staff has overall respon-
sibili y for administerinq the contracts as related to:
o Progress and final payments
o Change orders
o Determinations of Interim financing and taking other legally
binding actions relative to the contract.
2. The (consultant) Hammond, Collier A Wad. - livingstone has
responsibility for:
o Survey control
o Monitoring contractor progress
o Determining acceptability of contract work
o Anticipating and advtsinq the owner of delays or changes
o Preparing recommendations for payment and change orders if
required,
o Preparing operations plans, manuals in cooperation with the owner
o Documenting as constructed features and providing appropriate
statements of compliance to regulatory Agencies for work complet-
ed
3. The Washington State Department of Ecoloqy is responsible for
ascertaining that:
o An appropriated Q.A. program is followed.
o Statements of compliance prepared
o Estimates of grant monies requlrementr Are maintained current
and regularly provided to DOE.
In particular the Department of Ecology's responsibility, relates to
assuring that the owner maintains RCM compliance relative to pertinent
waste water program quidelines.
Personnel assignment< are as follows:
1. OWNER_
The City of Renton Public Works staff represents the Owner; the
City of Renton.
Dick Houghton: Director of Public Works
Reviews and Approves all Change Orders
Reviews and Approves all Progress Payment,,
Provide Pro!ect Oversite and Project Acceptance
Bob Bergstrom: Engineering Supervisor
Reviews all C.O.'s, Progress Payments and Schedule
Progress Represents City in Meeting; and Daily
Project Management Activities
2. CONSULTING ENGINEER
Haamand, Collier 6 Wade - Livingstone Associates, the project design-
ers wilt be retained by the City to provide construction survey control,
monitoring, and to assist in preparing the quality assurance plan and plan
of operation.
Personnel involved with various elements of design will approve shop
drawings and review submittals -,, 'inent to the specific design assignments
they complete.
Fred Kern, P.E.. Project Manager
Prepares quality assurance plan and budget in cooperation with City
assigns and adjusts consultant staffing as required to complete all consul-
tant responsibilities for construction related activities. Provides shop
drawings review for elements of design work prepared and stamped by Fred
Kern. (Phases 11 and 111).
Larry Larson. Comtruction Manager
In addition to monitoring he reviews all procedures used by individual
Project inspectors and aasistS each Of the Inspectors for the three phases
in preparing timely reports. With several projects Proceeding at different
times Larry will review and advise the Project manager of staff adjustments
racluired to ef"Ciantly staff the monitoring work,
Ogle Erdahl P.L.S. Ken Edingt0 n_ P_ L.S
Construction Staking will be ,.00rdinated by ooe of MCW-L's Profession-
al surveyors.
Additional Survey MOnitO Ing Personnel
PersonMl selected to ugment monitoring survey assi gnments will be
Permanent staff members t Icall,v trained In construction monitoring and
surveying,
Brute Livingstone P E.
Reviews staffing assignments, service fees, and budget with project
manager. Provides shop drawing review for elements of PrOject design
Prepared and stamped by Bruce Livingstone, (Phase 1).
j, DOE
The Owner and consultant will prepare and submit proper documentation
to DOE for Quality Assurance and Plan of Operation,
DOE Personnel responsible for reviews and Approvals,
S.K, Chiny: Construction Manager/Project Engines
interim, and final Constructloo inspection
Reviewing and Approving/OisapProving Technical Changes
Proposal During Construction
Review ;rant Eligibility of the Approved Change Orde•,
Rosemary Walrod: reject Engineer
DevelOP and Maintain Project bite
Track Progress Payment,
r
Pe rfor+. ldminiltrattgn inspections
Project Close Out
Change Order Review for Grant Eligibility
C. Qualiq Control Testing
Principal materials that require quality verification include trench
backfill. The contractor is required to advise the Owners representatives
of adequacy of the finished product by independent quality assurance
procedures. Independent testing of densities, creek scour protection rock
gradation and other procedures will be completed as required by HCW-L to
review the contractor throughness in quality assurance control. HCW-L has
nuclear density measuring equipmer' which will be used in appropriate
locations. The bulk of quality control testing including T.V. video scans
is the responsibility of the contractor and his procedures will be reviewed
and documented by monitoring personnel.
D. Change Order Process
Changes on a project of the Honey Creek size should be anticipated.
Planning for underground utilities work changes, particularly in tie creak i
area, requires care in setting up a procedural framework to easily,
equitable and economically adjust the contract if necessary.
A.P.W.A. Standard Specifications as modified and amended by City of
Renton provide a solid basis for administering the contract. The design
team has retained the fine of Shannon A Wilson 'n provide r,i site expertise
of excavated areas. Prior to giving a notice to proceed to various phase
contractors we will be reviewing with gootech personnel sensitive areas of
excavation in preparation for construction contingency.
During the contractors pretomstruction conference the subject of
changes will be thoroughly addressed as the changes relate to claims „
requests for change orders. We have planned for and will immediately Or
prepared to provide eKpertise on any specialized soils problem if and as
they are •ncountered. This prc,edure will minimize rlaims by providing the
contractor direct access to best geotechnical advice. Acknowledging that
changes can occur, discussing potential problems and the means by which
they will be resolved before they are encountered is the Owner strategy in
deailing with these changes.
The generalized procedure, then, is:
1. Monitoring personnel immediately advises the construction manager,
of any suspected difficulties related to unforeseen construction.
2. Construction Manager reviews the identified situation and advises
the project manager of any matter which he beltevts requires further
attention.
3. project manager arranges for special review (geoteChnical or other
and works with the construction manager in setting up an on the spot
meeting with the Owners representative and contractor personnel to thor-
oughly discuss the situation and establish a fair basis of evaluation of
any change.
4. If a change order is appropriate the construction manager and
project manager will immediately prepare a request for change order pro-
posal from the contractor to be submitted prior to proceeding with further
work.
S. After Owner and Consultant receipts of the contractors timely
response the consultant will review the proposal and prepare a recommenda-
tion.
6. With Amer input and concurrence the owner with consultant support
will prepare negotiate a change order.
nrA�oArororro u
(PUBLIC AGENCY)
CONTRACT CHANGE ORDER AGREEMENT
Sunw wy or Propow Cnonge.
Plan iiawauns Owa• _. PNv.
Sw ff"t�n Mmane. Pups• PtipyM+1_.�...__ —___ ...._._
Now Pion*of Spw:_
Pnos Change .
lump Sum Wass♦ ___..m Decrease
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Unk Pno,
Nun ... Ourwry_.�Prom MiprMe_._.a Decrease
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Appowo By_._ 1
ine.e Aw•rl moo owmew
FURNISHED BY PUBLIC AGENCY.
I*I DM If
The principal objective in this change order process is to:
a. Quickly identify and discuss openly with -he contractor any
potential changed conditions.
b. After immediate on call expertise from geo.eO nical consultants to
assist in evaluation of probable extent and best means of reducing diffi-
culty or change.
c. Thoroughly review during preconstruction meeting with the c-
for the requirements for quick decisive resolutioc of any changed coy:-
ditions after the contract.
Because the nature of the construction is somewhat specialized in
creek and sewer replacement work, maintenance of full-time inspection
curing key periods is considered mandatory to minimize change orders and
keep the project moving.
The format for change order agreement is attached, this form is an
integral part of the A.P.W.A., 1981 standard documents. Negotiations of
change orders will be completed using the following procedures.
E. Technical Records Handling
Daily monitoring logs will be prepared by individuals assigned to the
specific work involved. The format of reports will be prepared in conjunc-
tion with City of Renton standards. Original of all monitoring and field
quantity reports, survey cut sheets, and change order detail will be main-
tained by the construction manager in HCW-1 offices.
Copies of all reports will be transmitted with appropriate notations
on action required to the Owner and project manager for periodic review.
As constructed features will be prepared and documented on .rield plan by
the monitoring personnel to maintain a current status on adjustmen•.s to any
features.
• •
F. construction Monitoring
HCW-L will have
a. Responsibility for construction monitoring and surveillance.
h. Because of the accelerated schedule of construction and work in
environmentally sensitive areas continuous surveillance is planned.
Techniques used on the gravity interceptor in particular will require
ctreful surveillance of curved alignment.
c. Deficiency resolu, �on will be handled in a two step process as
follows:
o The consultant surveillance team will bring to the attention
of the contractor any procedures or deficiencies that vary
from the contract requirements.
o Should further action be required to resolve variances the
Owner will immediately be advised and an appropriate method cf
resolution determined.
o Procedures for stop work in the event of a changed condition
will be clearly delineated in the preconstruction conference
and implemented when and if required.
o HLW-L personnel to be assigned to surveillance work are
continuously involved in utilities monitoring and design
public works. The personnel have experience working with a
variety of contractors with various work habits. Surveillance
personnel have a good perspective on how to anticipate
contractov, delays and the best means to assist the contractor
in avoiding scheduling problems.
o The surveillance - construction period consulting program is
designed to assure a good product with a means of quickly
resolving any potential claims, assist the City in effectively
forecasting and managing construction period financing.
Because of the accelerated multi phased program over lap, surveillance
surveying mayreguire an inspector for each phas- when all projects are
proceeding. Construction services by the consultan_ for Phases I and 11 is
included in Amendment No. 3 to the Honey Creek services agreement between
the City of Renton and HCW-L
RVIX-2850
CITY OF RE_ATON HONEY CREAEWER PROJECT
QUALITY ASSURANCE PLAN
PKWECT MANAGEMENT 0RGANIZArf0NAL CHART
OWNER CONSUL-TANT
-i-TY OFRENTON BOB EBER&STROM FRED KERr� W^MMOND,CDLLl R
PUBLIC w4ORK$ OEP. {WADEjU%ANC%$TONE
DICK �IOJGMT OWNER WLW-L ASSOCIATES
PROJELT MANAGER MIJECT MANAGER, BRAJCE U N&STONE
DIRECTOR PQiNCIOAL iN C`+ARGE
��MITTAL REVIE
I i COMry ENTS�
i
I
j ROIfT OP r `DE514NER- _ _,
L 6t"OMMLrN-r W/ __ _ ___ __1 SUBMITTALS-REVIEW ,
COMMENTS 14TUMNICAL SUFFDKT I
ASREOUIRED J
TA R r,, LARSON
PROJECT CONSTRUCTION
MANAGER
SURVEY FIELD MONITOKr„
STAK I N G PERSONNEL
SECTION
January 25. 1985
Mr. Robert F. Bergatrom, P.E.
City Of Renton
200 Rill Avenue South
Renton, Washington 98055
Dear Mr. Bergstrom
1 have reviewed your January 21, 1985 letter to me. your letter outlines
your progress towards satisfying the pre-bid sward conditions in my Decem-
ber 18, 1904 letter. While you apparently have made am* progress, none
of the conditions have yet been satisfied. WDOE will require that conditions
2 and 3 �)s satisfied prior to bid award. Fulfillment of those conditions
ran be easily accompliahed prior to the bid award deadline of February 21,
1485.
We will expect to have copies of the revised water main crossing sheet, the
initial Plan of Operation and the Construction Quality Assurance Plan within
three 11) weeks. Copies of guidelines for developing the above documents
were sent to you with the December 19, 1984 letter. Additional copies are
attached hereto. your letter indicated that cut iron pipe wa specified ';y
for the water main crossing. "to change does not satisfy the MOOR Criteria
unless there to ten fast of horizontal clearance between the water mein and
force main.
Regarding Condition No. 1, we still require that you obtain a written agree-
ment sith another municipality to us* an appropriately raised mobile generator
on an emergency basis for purchase a permanent one for the stationl, the
agreement must not Jeopardize the other municipalities emergency operating
plans. We prefer that this agreement be reached prior to award of this first
phase contract. However, we will not delay bid award if an agreement hasn't
yet ham achieved. Such an agreament will be required prior to award of
the Contra,, for Phase 11.
t
Col.,
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41
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Ao4a rt Aorgatrom
January 25, 1905
Page Two of Twa
Finally, the project officer, Rosemary Nalrod, will he contacting you to
finalise the grant. The grant agreement must he executed prior to award of
the first phase contract.
If you have any questions, pleas, call me at (206) 459-n089.
Sincerely,
yy
�s C.11j
XQ
Rd O'►rl,n, P,E,
Facilities Planning s 0e►19n Section
Municipal envision
9O,lm
Enclosures
cc: Bruce Livingstone, Rammdnd, Collier, Made,
Livingstone Assoc., Inc.
retry Br499er, RMRD/MDOE
Rosemary walrod, NDOF Project Officer
I
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a�(TO 1
APPI NO I I C
IX(1 MA1117N OF 11NtSINUCi IUII U! lAttN PEXIUT(UN (YaViNR IACtlfflfS
INSININT IONS;
a. Upon reeipleliwt, And prior to tor us. or any proja,l or portion, thereof, a prufe,s L»wl AVInver,
ragfslered in (rye State e1 Rt,hllglan, shall caeplel. and s19A this tan declariny that the pro)ecl
.as cons)ruclN In A V.rdanet efth plan, an, speclllaat look, atd eaJor enapt eWen, apyrosN b)
the Departeent of teolog).
N. It a pro).rt If being tsaplelad In phased eenatructlon, a up shall as attached %hue Lg that
portion of lba Pro).ct bale declared nn UM date 91aen belo,. Iscn phase of a pr01wt au,l M Aerl aced a It Is rosoleted. "dltlmwl dmlaratlon fona are 11.11.61. fray the Oeparteenl of
[eulogy art,,.% listed beta..
C. This declaration e , be ,tonal ds presented and 0411 not b! rodlfttd In an) tMy.
"AK Ail) NR111 LNSCNIPIION IN "03"'
},yam.5•..
NAIa IN (oft" I'I TYTY n!� 4'NT)1N � Will. PNO)ICT No.
MAO SS 200 Hill A., �_ DATF PN07.C7 ON
PHASE. (701Plt TED
. ._ Nuutnn ___ Y..uLlu"Qun.4•` . - HUSS 9IMIF %kl MD
CITY STATF ZIP SPIMIC471011
APAWAE DATE
I hereby declare that I as the peuje t mylneer of the above ldentltled project ud that said
project .as resfe.ed and obsrrsed by sle or % Iuthorltad agent In AM-MAnc. .lth a qu.11t)
.,,.two plan &"Pa." b) the wierteent of Febio9Y. I Nether declare that said project
.as to the best of q kmtdedge and InfOMtiOA constructed and coepleted In accordance .Ith
the plans and apeellleations old ea)Or Change orders apprmM by the fl parteent of Icolcq) and
a, shorn on the o.ner t as-Wllt" old.,.
�519nuurr or P'roless tonal Enpl near ��-Dag
UAL OF NEGIS1tIND
9ASNINGFON STALE FNGIWIN
pieiae "Turn coePleted Torn to the Deperteenl of EcnlogY offlee checked beloe,
(] Southaeal o"14"al office (] Central Regional Office
Deparlaw,l of Fw,lagY (haparlaent 01[Col og)
177g Cleaneater Lane )hot last *4,hlmt..
Olyepla, Washington 900% yak)aa, H,Aingtan "WI
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DESIGN/W It ll V ENGINEERING 235 2631
AIIINICICAt tlU1l,O1NO 300 WILL AVf.{O. RENTOR.WAlH cease
Ptl
to SEP(a�
BARBARA Y. SHINPOCH
MAVOR
January Zl, 1985
Ikpar Unent of Ecology
Mail Stop PV-11
Olympia, MA 9B504
Attention: Mr. td O'Brien
Subject: City of Renton Monty Creek Sewer Project
Dear Rosemary:
Thank you for your help on Friday on the pickup items for
wrap-up on the grant application.
As we discussed, wt made tiro specification and plan revi-
sions as directed by you.
I. Added MJ - Cast Iron pipe on Force Main at Station 0�00.
Z. Modified specifications with text directed by you on
Temporary Cold Patch pay limits. I believe we have
qualified his conditions.
I have requested a draft Plan of Operation for our use. It
Is my intent to prepare a —;ai/report to stasfy the require-
ment set by you.
On the subject of Quality assurance, I am starting to work
with S.K. Chung of your office to o, ,elop and receive appro-
val on the inspection and construction management for this
job. This work is in prr.gress and we, of course, satisfy
the requirement before the pre-construction conference.
I have begun conversations withdellevue on the possibility
of Joint use of a power generator. Negotiations are not com-
plete, but of course you have the uption to require us a new
tractor generator, if you wish.
lkpartment of Ecology - - January 11, 1985
Bellevue does have several portable generators with sufficient
site to operate our new pump station, so we are continuing
negotiations.
Our bids on the Phase 1 effort are good until February 11st,
1985 and then we must either sign the contracts or re-bid.
Please notify the City as soon as possible on DOE Award
approval.
Our Phase 11 effort is Just about ready to bid. Yocr
prompt review of Phase 11 es appreciated.
Very truly yours,
Robert E. Bergstrom, P.E.
Engineering Supervisor
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Sir. Nob Hergstrom, P.F.
City of Renton
Municipal Division JAN a f =
Renton. Washington N8055
Dear Mr. Bergstrom:
With the approval by the Washington Stale Department of Ecology(WDOE)
of your bid award for construction of wastewater treatment facilities you
arc ready to begin construction of your facility. For many of our grantees,
this is a major escalation of effort and responsibility because of the relatively
large sums of money involved for which the grantee is responsible as well
as the acceptance by the grantees of construction oversight responsibility
for these often lerhnicalh coinpJicale•d projects.
WDOF:'s construction grants management responsibillty is shared between
the project engineer and the project officer. The project officer for your
project is Ms. Rosemary Walrod and her responsibility is contract admihistration
including the following:
1. orveloping and maintaining the project file.
2. Keeping track of progress payments.
3. Conducting interim administrative inspections,
a. Projects closeouts.
5. Determining with the project engineer the grant eligibility of approved
rhange orders.
I will be the W'DOF technical representative on your project as the project
engineer. The project engineer's responsibilities include:
1. interim and final voIlMrurtion inspertiom.
2. Reviewing and approving/disapproving technical changes proposed
during Stop ill.
3. Determinitir together with the project officer, the eligibility of the
approved ch .iges.
Becaase •nange orders are a significant component or the grin, file, all
forma) hinge orders are routed through the project officer for admini-
rtrativr .e-tion. The determination of the technical merits of the particular
rhange order is the responsibility of the project engineer and all issues
arising out of We technical review of change orders should be resolved
by deabnf,directly with the project engineer.
I would like to meet with you before you cnmmenrr construction,and
hold a construction management meeting prior to your preruction,anti
marling whir your contractors. 'I7rc purpose o this meeting is to dlscux\
tion
our mutual perreptlons of Step III ronstruction management. Specs ..allt
we need to discuss:
t• Submittal of construction schedules and your methodolgcy for updating
the construction schedule as construction proceeds,
2. Your organization and Identification of personnel with quality control
responsibility.
-1• Now and by whom will quality control testing be performed.
4. Contracting procedures for construction including A/E role, the identi-
fication 0,all contractors, etc.
S. The change order submittal and approval proce,s.
6. KeroM keeping bx grantee and contractors including where plous ami
specifications, "as-built"drawings, vouchem.'hop drawings,
approved change orders,etc., will be kept.
7• Grantee and rontrae for organization, personnel structure,and
responsibilities,
a_ Grantee's management procedures.
9_ WDOE's construction management policies and procedures.
As soon as you arc raauy to hold preconstruction conferences with nnir
contractors, please contact me, in advance, to make arrangements for
our construction management meeting. Should you have any question on
the construct ion meeting, please contact me by telephone at
(206)459 6086.
Sincerely,
S. K. Chung, P.E.
('onstrut•tion Management
Municipal Division
SK(':Im
re: Rosemary W'alrod, N'DOI:
Bruce Livingston, Ilammond, Collier,
Wade. Livingston
LliG L..V\ ..
J FI. Z ® amok
December 19. 1984
Mr. Robert E. Bergstrom, P.E.
City of Renton
200 Mill Ave. So.
Renton, WA 98055
Dear Mr. Bergstrom:
Honey Creek Sewage Pump Station and
Force MaipLAddeodiu_No. 1
The plans and specification, for the Above-referenred project were
previously approved on December 18, 1984. The project consists of
installation of approximately 2,2i0 lineal feet of 8-inch force main, a
Pump station which includes two 500 gpe pumps, and approximately 8, lineal
feet of 72-inch sewer pipe. This proposed modification consists of plans
and specifications for providing electrical power to the pump station.
In accordance witn RCW 90.48.110 and Chapter 173-240 WAC and on behalf
of the Department of Ecology this addendum to the plans and specifications
Is hereby approved.
One art of the approved document, is being returned for yeir project
records. Please incorporate these approved changes into your previously
approved plans and specifications. This approval does not anoriae any
increase in grout amount to pay for this work.
If you have any questions, please call Ed O'Brien at SCAN 585-60'
(206) 459-6089 or mr.
Sincerely,
riC6 s A. Hafvndes, P.C. , Supervisor
Facility Planning L Design Section
Municipal Division
CAH:sc
Enclosure
cc: Bruce Livingstone, HCW6l„ Assoc. Inc.
WDOE Regional Office - NWRO - Gary Brugger
FM Fag.
Grant File - Rosemary Walrod
December 18, 1984
Mr. Robert E. Bergstrom, P.E.
City of Renton
200 Mill Ave. So.
Renton, WA 98055
Dear Mr. Bergstrom:
Honey Creek Sewage Pump station
and Force Main Plans and �pecifirations
The plans and specifications for the above-referenced project have been
reviewed. This project consists of Installation of approximately 2,220
lineal feet of 8-inch force main And a pump station which Includes two
500 On pumps and approximately go lineal feet of 72-inch sewer pipe.
In accordance with RCW 90.48.110 and Chapter 113-240 WAC and on behalf
of the Department of Ecology, the plans and specifications are hereby
approved subject to the following conditions:
1. Prior to bid award, submission of a signed irate,local agreement
allowing Renton to use an appropriately sized generator on an
emergency basis.
Submission of a revised sheet 02 al,owing changes to bring the
sewer and water main crossing at STA o*oo into compliance with
state requirements. This revision must be submitted to WDOE
prior to bid award. Costs for the work can be negotiated by
change order Also, special provisions 62-1 and 74-1 shall be
rhanRed to comply with state requirements.
3. Sullmi9ainn of An initial Plan of Operation and Construction
Quality Assurance Plan prior to bid award. Guidelines tor
developing these documents are attached hereto. A copy of
Operation and Maintenance Guidelines is also attached.
This approval shall not relieve the owners of this facility from any
responsibilities or liabilities as a result of noncompliance during con-
struction or in operation of (acilities approved herein.
Mr. Robert E. Rergalrom
December 18, 1984
Page 2
One set of the approved documents is being returned for your project
records.
If you have soy questions, please call Ed O'Brien at SCAN 585-6085 or
(206) 459-6089 or me.
Sincerely,
Chris A. Haynes, P.E. , Supervisor
Facility Planning i Design Section
Municipal Division
CAR:sc
Enclosure
cc: Bruce Livingstone, HCWSL, Inc.
WDOE Regional Office - NWRO - Gary Brugser
FPD Eng.
Grant File - Hosrmary Walrod
HAMMOND.COLLIER•WADE —LIVINGSTONE ASSOCIATES,INC.
CONSULTING ENGINEERS
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Addendum No. 1
To Contr.ct Documents, Special Provisions vy
and Detail Project Specifications of APMA
standard Specifications
City of Renton
Sewer Project S296, Phase I
Honey Creek Sewage Pump Station and Force Main
TO ALL PLANHOLDERS:
Bid Opening: Bid opening unchanged 2:30 p.m., December 21, 1984,
Bid Schedule
Schedule A - Force Main: Change Bid Item No. 16 to read "loll X 6" PVC Side
Sewer Tees"
Schedule D - Trenching and Backfill for Power Supply: Insert and use attach-
ed Schedule "D" in lieu of P-10 through P-13 of the original Bid Schedule.
Specifications
Sectlun 72-301E Polyvinyl Chloride pipe (PVC)
Change Pipe Class to AMNA C900 Pressure Pipe Class 150 DR 18. Omit fhe last
sentence, "Joints shell be restrained with unifl,ange series 1300 or 1350
couplinos".
New Special Provision Sec[ion
The attached Schedule D, Technical Provisions, Trenching and Backfill for
Power Supply shall be used for the complete technical specifications,
m asurement, and payment for all bid 'tems in Schedule D. This section shall
include section 16120, and 16461. All applicable Standard Details for
Schedule 0 will follow this section.
New Plan Sheet
The attached plan covers the work for Schedule "D", Trenching and Backfill
for Power Supply,
ll Rv.O OWTRI ❑..M K"l,
H* Creek Sewage Pump Station a orce Main
City of Renton
810 SCHEDULE
Schedule "D" - Trenching and Backfill for Power Supply
NOTE: Unit prices for all items, all extensions, lump sum prices, and
the total amount of bid must be shown. Show unit prices in both
words and figures; where conflicts occur, acceptance will be made
in accordance with Section 2-1.06 of these Specifications.
ITEM BID ITEM APPROX. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
�. (To be Written in Words 8 UNITS ._
1. Utility Trench Excavation 1280
a Backfill - 1' Width x 4' LF
Depth (Parallel to Roadway)
Dollars i
jDn Price n Words)
2. Utility Trench Excavation a 580 S S
Backfill 2{' Width x 4" Depth LF
(In Unimproved Area)
I
Dollars
�Uidt Price in WordsT
3. Bank Run Gravel Class "B" I 100 S S
For Trench Backfill Ton
Dollars
(Unit Price in Word7s.
4. Saw Cut A.C. Pavement, 2560 S S
Cement Concrete Curbs LF
Walks And Drives
Dollars
T t rce n or s
P-10
• BID SCHEDULE CONTINUED •
Schedule "D" - Trenching and Sackfill for Power Supply
ITEM BID ITEM APPRCX. UNIT TOTAL—,
WITH UNIT BID PRICE QUANTITY PRICE A14MT
To be Written in Words b UNITS
5. Asphalt Concrete Pavement 250 S S
Removal and Replacement, SY
Including 12' Crushed Rock
Base Course
Dolly s
(Uni,' Price in Words!
6. Portland Cement Concrete 10 = s
Driveway, Walks, and Curb SF --
Hemoval and Repla,ement
Dollars
lUnIt Price inWors
7, City Telemetry 1" PVC 1900 S f
Schedule 40 Conduit LF
Dollars
lUnIt P Ice in Words-,
8. 4" Rigid Conduit 580 S f il
LF
Dollars
nit Price in or s
9. City Telemetry Pull Boxes 5 S I s Type "A" EA
Dollars
(Unitr ce ;n Words) I
P-11
• BID SCHEDULE CONTINUED •
Schedule "Do - Trenching and Backfill for Power Supply
ITEM 310 ITEM APPROx. UNIT TOTAL
WITH UNIT BID PRICE QUANTITY PRICE AMOUNT
NO. To be Writtt•, in Words 8 UNITS
0. City Telemetry Pull Boxes 4 = S
Type `B' EA --
Dollars
(Unit r to n o a
11. Power Pull Boxes 4 $
S
Type "C" EA
Dollars
(UnitPrice n o s
12. Type "F" Bedding With 220
Pea Gravel Tor S $
Dollars
n r ce nor s,
I13. Temporary Cold Patch 10 S $
1 Ton
Dollars
' n cen r or 5
14. Utility Vault Excavation And 4 S S
Backfill 4' Wide x 6' Long x EA
4' Deep
Do'ilars
n t rice n or s
P-12
• BID SCHEDULE CONTINUED •
Scnedu'.e 'D•' - -renching and Backfill for -ower Supply
DD y
ITEM 810 ITEM APPROX. —
WITH UNIT BID PRICE UNIT TOTAL
NO. To be Written in Words QUANTITY PRICE AMOUNT
8 UNITS
15. Miscellaneous Hill Holders
and Restoration LS S S
I --
n t rice nVo-4sr—Dollars
16. ISKY Conductor, Furnish d
Install 580 E S
LF
Dollars
nt rce n ors
17. Padmounted 011
Transformer, Furnish 8 Install LS f S
Dollars
n nce n or s
18. Hydroseeding
t S 5
n t r e n— Dollars
cam or s
I
Ilg• Restoration and Cleanup
LS f � S
i
n r ce 1nQp�lO11ar5
I
TOTAL AMOUNT BID, SCHEDULE 0 -
TRENCHING AND dACKFILL FOR POWER SUPPLY: $
P-13
HONEY CREEK SEWn.- PUMP STATION AND FORCE MAIN
CITY OF RENTON
SCHEDULE D
TRENCHING-AND BACKFILOLVISIONS FOR POWER SUPPLY
D K tption of Work
A. Provide trenching and backfill as required for a joint usage
trench with power supply and the City's telemetry conduit from
the intersection of E*Mnds Avenue and NE 24th Street to the
end of NE 24th Street, including bedding, telemetr, conduit and
Pull boxes, restoration and all related work. The Contractor
shall provide all trenching and Puget Sound Power & Light
personnel will install primary power conduit.
B. Provide City Telemetry Conduit, and the complete electrical
supply and transformer f-om the end of NE 24th Street to the
new pump station, including conduit, 1SKY volt electric cable,
Pull boxes, trenching, backfill and all related w. rk.
Contractor will install conduit.
C. Coordinate joint trench usage with Puget Sound Power and Light
and the City of Renton.
The Contractor shall be entirely responsible for coordination
with the utility companies and arranging for the movement or
adjustments, either temporary or permanent, of their facilities
within the project limits. No additional compensation will be
made to the Cont a,tor for reason of delay caused by the
actions of any utility company and the Contractor shall
consider such costs to be incidental to the other items of the
contract.
The work performed under this schedule shall consist of furnishing
all materials, equipment, tools, labor and other related work in accor-
dance with these plans and specifications and also the APWA Standard
Specifications 1981 edition, all of which are made a part hereof. Where
conflicts occur between these plans and specifications and Standard Specifications, these Plans and specifications shall prevail.
Trench and Backfill
The contractor shall provide trench and backfill as shown on the
plans plans for a complete and proper installation of the telemetry and
Power conduit.
the trench shall also be available for Puget Sound Power & Light
Company.
requiredAll
applicable articles rofc the hStandard aSpecifications, Sections61.the
1
Trench for conduit guns shall be done in a neat manner and the
trench bottom shall be graded to provide a uniform grade, with a width
and depth as called out on the drawing or is directed by the Engineer.
When trenching is being accomplished within the roadway area, the
top 12" shall be 5/8" crushed rock and shall be installed and compacted
in accordance with the Standard Specifications.
The City reserves the right to make additions or deletions to the
trenching which prove necessary for the completion of this project.
The minimum width for the trench will be at the option of the
contractor. Trench width will , however, be sufficient so that all
necessary conduit can be installed within the specified depth and minimum
.over shown on the plans.
Measurement for trench will be by the linear foot.
Measurement for backfill will be weighed by the ton
Measurement for Type "F" bedding with pea vravel will be weighed by
the ton.
The unit contract price for the various depths and widths of trench-
es , backfill , and bedding, shall be full compensation for excavating,
loading, hauling and otherwise disposal of the native material for
backfilling, for tamping backfill material and native material and for
the restoration of the trench as shown on the plans or as directed by the
Engineer all in accordance with the plans, these Technical Provisions and
the Standard Plans and Specifications.
Saw Cut
Saw cut A.C. pavement, cement concrete curbs, walks and drives shall
ce straight neat line rut in accordance with the trench details.
Saw cut shall be measured and paid for by the lineal foot of cut.
Asphalt Concrete Pavement Removal and Replacement
The work of this section shall be to accordance with Section 54,
except as modified herein. Measurement and payment shall be per square
yard as set forth in the proposal and shall be full compensation for all
labor, equipment, materials, and incidentals for the removal and disposal
of asphalt concrete pavement and complete replacement with new asphalt
concrete pavement, including furnishing, installing and compacting 5/8"
minus crushed rock for the top 12" of the trench.
Portland Cement Concrete Driveway, Walks, and Curb Removal and Replace-
ment
Where the trench requires the removal of cement concrete driveways,
walks, and curb and gutter, the replacement work shall be done in accor-
dance with Section. 40 and 42. Slab thickness shalt be same as that
removed.
2
Measurement and payment shall be per square yard of surface actually
installed and shall be full compensation for all labor, equipment,
materials, and incidentals for the removal and disposal and replacement
of cement concrete driveways, walks, and curb and gutters, including the
furnishing, and installation of 5/8" minus crushed rock where requlrad.
Conduit A Conductor
The contractor shall provide and install all conduit and necessary
fittings at the locations noted on the Plans and specified below:
(1) I"-Schedule 40 heavy wall PVC conforming to ASTM Standards
shall be used for the Citys telemetry conduit.
The conduit shall be furnished with a 1000 xlb tensile strength pull
wire between pull boxes.
(2) 15 KV conduit and conductor.
Conduit and conductor shall be inaccordance with Part 2 and 3,
Section 16120 hereinafter.
Measurement and payment for conduit and conductor will be by
the linear foot.
Payment will be made under:
(1) City telemetry 1" PVC Schedule 40 Conduit, per lineal foot.
(2) 4" RGS, per lineal foot.
(3) 15 KV conductor, per lineal foot.
Pull Boxes
The contractor shall provide and install junction boxes of the type
and at the locations specified in the attached Plans and Detail Sheets.
Type "A" pull box for telemetry shall be utility vault No. 25-T with
H2O traffic bearing locking cover with adjustable frame, or equal.
Type "B" pull box for telemetry shall be in accurd;nce with the plan
detail. Junction Box - Design "B".
Type "C" pull box for power shall be utility vault 0444-L with
44-332P locking cover and nameplate "electrical" or similar by Renton
Concrete Products.
All junction boxes shall be installed in conformance with provisions
contained in the Standard Specifications, Plan Detail , and Part 3,
Section 16120.
3
Measurement will be by the unit for each type specified, complete in
place.
(1) City telemetry pull box,Type "a" per each.
(2) City telemetry pull box, Type "B" per each.
(3) Power pull box, Type "C" per each.
The unit contract price per each for pull boxes shall ba full
compensation for furnishing and for all costs of labor, material, tools,
and equipment necessary to provide and install the junction boxes and
lids including excavation, backfilling and compaction all in accordance
with the Standard Plans and Specifications and Detail Sheets.
Temporary Cold Patch
The temporary cold patch shall be in accordance with Section 54
except as modified herein.
Measurement will be per ton as set forth in the proposal and will be
based on the actual length of the patch by the trench width shown on the
Plan Data'].
Payment for temporary cold patch per ton shall be full compensation
for all labor, tools, and materials (including removal of temporary cold
patch, if required) necessary to complete V patching in accordance with
the specifications, Plans, and to the satisfaction of the Engineer,
Excavations
Power vault excavations are to be provided as part of this Contract
for Puget Sound Power and Light Compsr�. However, the locations of the
vaults will be as shown on Pugge!t S, •wer + Light Company's plans
which are not available at thl•
The unit contract prim r e .ov 'ion shall be full
compensation for excavation, ,-1, h u, ." otherwise disposal of
native material , backfilling :, n- t l• +ajI u '11nating work with
Puget Sound Power & Light.
Miscellaneous Hill Holders ar . Rest
-
The work under this sectio, s„all i ,00r, equipment, and
materials to ensure proper proteL ion a•ri ,st' vement, erosion, etc.,
for the conduits installed along the :m:,,)vea steep sloped areas.
Hill holders, jutemat, and pipe anchors shall be installed in
accordance with the plan details,
The Engineer reserves tho right to require additional protection.
Payment for miscellaneous hill holders and restoration shall be per
lump sum as set forth in the proposal and shall be full compensation for
all labor, materials, equipment , and incidentals, to perform the work of
this section in accurdance with the Specifications, Plans, and as direct-
ed by the Engineer.
Padmounted Oil Transformer
The Padeounted Oil Transformer shall be furnished and Installed in
accordance with Section 16461, the plans and the plan detail.
Measurement and payment for furnishing and installing the
di paounted oil transformer and concrete pad shall be per lump sum as set
forth in the proposal and be full compensation for all materials, labor, and
equipment.
Hydroseed i ng
Hydroseeding shall be done along all disturbed areas.
Hydroseedinq shall applied in accordance with the Standard Speci.
fications, except as modified herein.
The hydroseed mixture shall be as follows:
Kind and Variety of Minimum Minimum %
Seed in Mixture it by Weight Pure Seed of Germination
Colonial Bentgrass 10% 9.80% 85%
(Highland or Astoria)
Red Fescue (1110ee, 45% 44.10% min. 90%
Rainier or Penn Lawn)
White Clover 15% 14.70% min. 90%
(Pre-inoculated)
Perennial Rye 30% 29.40% min. 90%
Weed Seed 0.50% max.
lne-t and Other Corp 1.50% max.
TOTAL 100%
Measurement and payment shall be per lump sum as set forth in the
proposal and shall be full compensation for all labor, equipment, and
materials to perform the work of this Section in accordance with the
Specifications and as directed by the Engineer.
Restoration and Clean Up
All work measurement and payment for restoration and cleanup shall
be in accordance with Section 57 of the project specifications.
5
s �
SECTION 16120
15 KV CONDUCTORS AND TERMINATIONS
PART 1 GENERAL
1.01 Scope
Provide l5 KV conductors And terminations complete.
PART 2 PRODUCTS
2.n1 ondoctors Over 600 Volt
Shall conform with ICEA S-68-516, AEIC CS6 and UL 1072. Shall be
copper, Class B strand, shielded power cable. Snail have extruded
strand shield. Shall be rated 15 KV on the 12.47T/7.2 KV system.
Insulation level shall be 133% aid shall be ethylene propylene
rubber. Shall have chlorinated polyethylene Jacket with minimum .080
inch thickness. Acceptable manufacturer: Anaconda Unishield EP.
2.n2 Torminations Ovor 500 Volt
A. Terminations at equipment shall be compatiblo "ith equipment served.
Provide termination kits and load break olbows required. Provide
stress toms, connectors and sloovos as required on all terminations.
B. Provide shield grounding with a compatible termination kit.
C. Provide splices is required by the installations conductor pulling
requiremonts. Provide splice kits, stress cones, straight splices.
D. Manufacturer. Elostimold, Raychem, 111 as compatible with conductors
and equipment served.
PART 1 INSTALLATION
3,nl Install 15 KV cables per manufacturers instructions.
7.02 Conductors Nor 600 Volt
A. Install in ra,:eway. All underground raceway shall be rigid galvanized
steal conduit (RGS). RGS to bi secured to slope to prevent any
muvsm►v.
B, Prcvido marker tape over all underground PVC and RGS raceways.
Marker tape shall read "CAUTION - ELECTRIC LINE BURIED BELOW" as
manufactured by Torra Tape. Marker shall be installed 1'.0" below
grade,
r. Provido concreto pull boxes with locking diamond pl Ate covers every
100'•0* minimum, Pull boxes to be Utility Vault 1444_L with 44-332P
locking cover and nameplate "ELECTRICAL" or similar by Renton
Concrete Products. Instill an 8" Lonacted pea gravel bed. Backfilt
around pull boxes to he compacted pea gravel.
6
SECTION 16120
15 KV CONDUCTORS AND TERMIAAliONS
0. In *very Pull box install the cables so there is a complete 360
degree loop of conductors in the pull box, In ivory pull box install
cable ties to solidly secure the conductors to the pull box. Install
a ground rod in each pullbox. Ground shield to any splices and at
all terminations.
3.03 TERMINATIONS OVER 600 VOLT
A. provide all terminations per manufacturers instructions.
B. All terminations and splices shall be performed 'ay a Journeyman
cable splicer. Cable splicers qualification certificate shall be
included in the 0 6 M manual.
C, provide sufficient tabs for terminations, stress cones, connectors
and sleeves for the terminations at the Puget power interface point.
D. Test all cable and terminations per 15 KV cable tests below and
include reports in 0 6 M manual.
3.114 15 KV Cable Tests
A. Contractor shall retain the services of �, National Electrical
Testing Association member firm or app,oved to perform and dociment
the required tests.
B. Visual and Mechanical Inspections
1. Inspect exposed section for iIysical damage.
2. Verify cable is supplied and connected in accordance with single
line diagram.
3. Inspect for shield grounding, cable support, and termination.
4. Visibl► cable bonds shall be chocked against ICEA or
manufacturer's minimum allowable Pending radius.
5. Inspect for proper fireproofing in common cable areas.
C. Electrical Tests
1. Perform D,C. Nypot►ntial Test
a. Each conductor shall be individually tested with all other
conductors grounded. All shields shall be grounded.
b. Terminations shall be properly corona suppressed oy guard
ring, field reduction spho", or other suitable methods.
7
SECTION 16120
15 KV CONDUCTORS AND TER:eI AT10NS
c. A D.C. hypotential shall be applied in at least eight (8)
equal increments until maximum test voltage IS reached.
D.C. leakage current shall be recorded at each ss) versus
time (X exit) shall be recorded and clotted on thirty (an)
second intervals for the first two (2) minutes and every
minute thereafter.
d. A g-aph-ic plot shall be made of leakage current (X axis)
versus voltage (Y axis) at each increment.
e, 1110 test conductor shall be raised to a maximum test voltage
and held for a total of te,i (10) minutes, Readings of
leakage current (Y axis) versus time X axis shall b
recorded and lotted on ( ) e D thirty (SO) second Intervals for the
first two 2 minutes( and ever y minute thereafter,
f. The applied conductor test potential shall be slowly reduced
to zero (Oi and grounds applied for a period adequate .o
drain all stored potential,
g. Maximum test voltages shall be in acc0tdance with the values
given by Section 1.06E.
2. Perform a shield continuity test by ohm meter method. Ohmic
value shall be. recorded,
D. Test Value
1. D.C. hypot.ntial test results:
a. Step voltage slope should be reasonably linear,
b. Abaorption slope should be flat or negative. In no case
should slope exhibit positive characteristic,
c. Maximum leakage current shall not exceed I1 corrected to
60F where 11 • E/(K Log D/d)
K • insulation spe,ific resistance Megohom per thousand feet
at 6n F.
D - diameter over Insulation
d • diameter under Insulation
E • maximum test voltage
a
SECTION 16120
L, KV CONDUCTORS AND TERMINATIONS
E. T►st Voltage Table
ACCEPTANCE TEST MAXIMUM D.C. VOLTAGE
CaD1► Type Standard
Rubber ILEA 5-19-81 Table 6.17
Varnish Cambric ICEA 5-65-375 Table 3-4•
Thermoplastic ICEA 5-61-402 Table 6-10
Cross Link►d P.E. ICEA 5-66-524 Table 6-9
Ethylene Propylene (EPR) ICEA 5-68-516 Table 6-9
Armored Cable ICEA 5-67-401 80% of factory
• For D.C. tests multiply values by 2.
ICEA - Insulated Cable Engineers Association
END OF SECTION
9
• SECTION 16461
PADMOUNTED OIL TRANSFORMER
12.47 - .48 XV
PART 1 GENERAL
1.01 Scope
Provide a pad mounted transformer compl«tr and fully operatic, I with
fuses, primary loa3-9reak switch and accessories noted. Cvnforw with
ANSI C57 11.76.
PART 2 PRODUC-S
2.01 Type
Three-phase, oil-immersed, sr'.f cooled, front access only.
2.02 Shop Drawings
Prepare and submit for review prior •o manufacture; include full
dimensie• plan, front and section views; bolting template; wiring
diagrams and all information requireo to demonstrate full compliance
with contract documents. Transformer ,mpodance stall be clearly
marked on thv shop drawings.
2.00 R••l.w
1'" . 'rc three-phase, 60 hertz, 650C rise, pad-mounted for
unu rgrour.e t+^vice. Coordinate primary voltaye with Puget Power .Ad
confirm to h. 12.47CY/7200 volts groundoo wye. Secondary voltage
48nY!277 volt% grounded Wye.
BIL Values: Secondary 30 kV OIL 1.2 kV insulation class
Primar- 95 kV OIL 15 kV insulation class
7.04 Tap Changer
Primary Taps: Two 2-1/2, above and 2-1/2% below full capacity.
Provide a no load tap changer externally operable with a hot-t
and that requires at least two operator actions to change ta;. .
locati nn for the control shall be in the primary cam?artment.
2.05 General Construction Features
A. Standards:
Unite shall be constructed in accordance with ANSI Standard
C57.12.25.
All Lhara;toristics, definitions, terminology, and voltage
designations and tests, except as otherwise specified herein, shall
bo in accordance with the following American National Standard
Roquirv,n►nts, Terminology, and Test Code for Distribution, Power and
Regulating Transformers.
General Requirements, C57.12.00 - 1980
Terminal Markings and Connections, C57.12.'O - 1978
10
• SECTION 16461
PADM011NTED OIL TRANSFORMER
12.47 - .48 KY
Terminology, 1.12.80 - 197E
Test Code, C57.12.90 - 1980
B. Construction
The pad-mounted, corpartm•etal-tyoe transformer shc'1 consist of the
transfurmor tank with high and low voltage cable terminating
compartment. The transformer tank and compartment shall be assembled
an an integral unit for mounting on a pad. There shall be no exposed
screws, bolts, or other fastening devices which are externally
removable. There shall be no openings through which foreign objects
such as sticks -ods, or wires might contact live parts. There shall
be means for padlocking the compartment doors. The construction
shall limit the entry of water (other than flood water) into the
compartront so as not to impair the operaiton of the transformer
Lifting provisions in accordance with ANSI Standards shall b.
provided. Jacki,.g and rolling provisions shall be provided.
C. primary and Secondary Compartments
Full height , air-filloe incoming and outgoing terminal compartme,its
with hinged doors shall be located side-by-side separated by a stool
barrier, with the incnmir; compartment on the left. The i„coming
(12.47 kV) compartment will be accessible only after the door to the
out-going !.4R kV) compartment has been opened. To facilitate making
connections and permit cable pulling, the door and compartment hood
shall be removable. Removable door sill on cor,.partmonts shall be
provided to permit reilinn or skidding of unit into place over
conduit stubs 'n foundation,
The rompartmonts will have hinged doors equipped for latching in the
open position. The 12.47 kV compartment door will have a fastening
device which is accessible only through the .4h kV compartment.
The hinge assemblies shalt no made of corrosion resistant material.
Stainless stool hinge pins of 3/8-inch minimum diameter will be
provided.
Both coopartmrnt doors must be capablr of being secured with a single
padlock havin5 a 1/2-inch diamotor shackle.
The instruction nameplate is to be located to the .4n kV portion of
the compartment and shall be readable with cables in place. Whore
the nameplato is mounted on a remo.ablo part, the manufacturer's name
and transformer serial number shall be permanently affixed to a
non-removablo part,
11
SECTION 16461
PADNOUNTED OIL TPANSFO"EH
12.4. - .48 KV
Transformer
1. Tank
Transformer tank shall be sealed-tank construction with a welded
main cover.
A bolted tomper.resistant handhdle shall be provide, in the tank
cover for access to inernal connectio .s.
2. Grounding
Provisions for tank grounding shall be supplied in the .48 0
compartment. A removable jumper shall be included connecting the
tank ground to the neutral ground.
1. Secondary
No ) polo, 150 amp, 22,000 A.I.C. minimum, molded case circuit
breaker shall be included and connected to the secondary bus to
Serve 4AD volt loads.
The second+-y neutral shall be brought out through a bushirn
located in we secondary compartment and connected by an externai
romovahlo ,jumper to the tank ground.
4. Primary
Three doad.front, load break apparatus bushings, suitable for use
with load break olbows and with parking stands.
The primary neutral shall be insulated and bussed to the low
voltago neutral.
5. Fuses
Provide three current-limiting fuses in non-loadbreak dry-well
fuse holders. The fuses shall be located in the primary
compartment and hot-stick operable for external replacement of
fuse.. Fuse site per manufacturer's recommendations.
6. Loadbreak Switch
Provide an internal , oil-ilaw sed, gang-operatod, two-position
(on-off), loadbreak, manually oporitad switch. The switch must
be capable of switching the transformer full-load current. The
switch handle shall be located in the primary compartment and
shall be hot-stick doorable,
1. Coro
Provide 4 or 5 leg winding core (shell type construction),
Caution: A 9 leg core, doita tertiary is prohibited.
12
SECTION 16461
PAOMOUNTEO OIL TRANSFO^MER
12.47 • .48 KV
R. Accessories
Provide transformer with the following additional accessories:
A. Three direct-connected 15 kV distribution surge arrestors
b. One-inch filling provision
c. One-inch drain valve 4nd sampler
d. Dial-type thermometer
e. Liquid-level gauge
f, vacuum/pressure gauge
g. Automatic pressure relief devt;o
2.07 Manufacturer
Shall he manufactured by General Electric, Westinghouse, Square 0 or
as 300rovM prior +.o bid.
PART 3 INSTALLATION
3.01 General
A. Provide an R", mesh reinforced concrete pad on 24" compact,,d gravel
bed with top 4" above surrounding grade. See detail f,"owing end of
section.
3. Pad shall be installed level (except rain slope) and placed ds early
As possible to Wow fnr settlement. Where settlement occurs,
relevel as required.
C, Provide 4 ground rods and 43/0 copper ground loop, ronnect to each
with sufficient tall for connection to transformer secondary neutral.
0. 8olt transformer to pad with four garvanizea bolts minimr,,n.
1.02 Terminations
Provid primary (3) load break e)bows Wtdble for cable supplied,
Provide grounding wires for all elbows to ground.
3.03 Instr,ction Periods
Upon job completion give the owner a 4 hour ir-truction period on
operation and maintenance of the transformer and 15 KV system.
END Of SECTION
13
5• I VX 50 MESH W E TAI AS
`tEINFORC•NG REIPRED
I• CHAMFER AROUND
GRADE ALL EXPOSED EDGES
i 4•
4 9•
12• ELEVATION GROUND ROD
GRAVEL (TYPICAL)
SUB- TM
BASE V 57•
M CU.
BARE
COPPER
(TYP.)
12•w
4112 38• — I 41�2.
PLAN
NOTES
1. CONNECT TRANSFORMER GROUND POINTS TO GROUND RODS
WITH !!j CU. WIRE.
2.PAD DIMENSIONS SHALL BE MODIFIED TO SUIT TRANSFCRMER
FURNISHED.
3. SLOPE SLAB 30PER 100' TO PRE.ENT ACCUMULATION OF
WATER.
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SECTION B-B
I'_ ET/� � SHEET.
low will be discharged as fallows:
�0 g.p.m peak flow
-500 g.p.m. discharge at Sunset Lift Station
-450 9-P.m. discharge at proposed interim lift station
0 9.p.m.
With an average line grade of approximately 41, an 8" diameter gravity
line will satisfactorily handle existing flows.
Future flows within the basin are estimated at 2200 g.p.m. (peak),
requiring a 12" diameter line at 4% grade. The project will be
designed using a 12" diameter gravity line. Cost estimates have
been prepared for both 8" and 12" diameter lines to determine the
grant eligible
ble Portio
n -)f the project.
COST ESTIMATE
tropose_ project
1. 5,300 L.F. of 12" line, plus $479,200
appurtenances, restoration, etc.
11. Interim lift station and force 135,000
main
Ill. Downstream gravity line improvements 107 500
Sub Total $721,700
W.S.S.T. - 71 50,519
Right-of-May 100,000
j Engineering 90,200
Total
$961,419
"GRANT ELIGIBLE pRO,IECT"
1. 5.300 L.E. of 8" line, plus
appurtenances, restoration, etc. $418,300
'i. Interim lift station and force main 135,000
.II. Downstream gravity line improvements 107,500
Sub Tutal $660,800
W.S.S.T. - 71 46,256
Engineering 90-i00
Total
$797,T56
CONSTNOCTI011
AMln ASSUW CE P1.AI1
GUIDELINES
April. 1983
I. rmt�
Adequate quality assurance and control is vital to the successful
completions of any construction project. Experience has show that
1f a concerted effort is cot made by the owner/grantee to ensure
project construction according to the approval plans and specifica-
tions and rhange orders and to require a high level of performance
from the Alt and contractors during construction, that otherwise
well designed projects can fail to meet the federal/state discharge
requirements leaving the owner exposed to enforcement action. In
a,' -Lion, projects which ere poorly constructed often have higher
than normal operation and maintenance needs which translate to higher
yearly costa for their owners. The purpose of the Construction
Quality Assurance Plan is to describe how adequate construction
management will be provided by the owner/grantee during the construc-
tion phase of the project.
II. REQUIREMENTS
A draft construction quality assurance (QA) plan must be submitted
to the Department of Ecology (UDOE•s at least 30 days prior to the
start of construction. The draft QA plan will be discussed at the
construction management (CF. meeting between representatives of
A'DOE and the owner/grantee. Any modifications to the QA plan agreed
to at the CM meeting will be incorporated into the QA plan by an
agreed upon date. The resulting document will constitute the
approved Construction Quality Assurance Plan for the particular
project. Any significant charges to the approved QA plan must be
submitted to WDOE in a timely manner for approval.
11I. ELEMENTS OF A.st1ALITY_ASSURANCE PLAN
Every QA pier must include:
A. Construction Schedule N-.aodology.
The construction schedule to a formal awnmary of planned con-
struction activities, their sequence, interrelationships, dura-
tions, and terminattons. The project construction schedule is
a vital compo •.ut of contract administration and is accessary
for the coordination of the activities of all involved parties,
including those of the grantee, consulting engineer, construction
management firm (if any), contractors, and/or subcontractors.
To addition, the construct, >o schedule serves as a basis tot
evaluating change orders and contractor disputes arising from
delay, suspension, and acceleration and thereby reduces project
costs. Finally, an updated construction schedule is * critical
tool for allowirg the owner/grentee to relate project status
to fiscal outl.ys.
This section must Include the following:
1. A description of the scheduling method that will be sed
during the construction phase by the grantee. The method
may range from ■ simple statement outlining the proposed
operations, including start add end dates and dates of
major procurements (for simple projects of short diration),
•- to bar charts for wimple projectc of longer duration
(longer than 60 days), to critical path scheduling for
treatment plants or projects involving complex cic '
electrical, and .echantcal interface.
2. A description of the grantee's method for ensuring the
updating of the schedule as construction proceeds. This
would include:
(i) update frequency
(11) identification of responsibility for schedule update
(ill) strategy for ensuring, timely contractor schedule
ur4ste or inputs to schedule updates.
b. Grantee's Construction Organization.
This section consists of a brief description of the construe-
Lion management organization, management procedures, and includes
a chart of the grantee's construction organization (including
specific names), as well as that of the grantee's engineering
consultant, and/or .onstruvtlon management firm (if applicable).
The chart should indicate lines of conmunication and responsi-
bility and identify major contractors.
C. Quality Control Testing.
The section will include a brief summary of the anti0 pated
quality control testing, including type of test, frequency,
and who will perform the tests (grantee's inspectors, engineer,
soils laboratory, etc.).
d. Change Order Process.
.nis section will describe the grantee's change order process
including who will initiate change order, as well as who will
review, negotiate, and approve the change orders and within
what time frame. flits section will include an example of the
grantee's change order format.
e. Technical Records Handling.
This section describes the technical records handling method
used by the grantee including where plant and specifications,
"as-built" drawings, field orders, and change orders will be
kept.
-2•
• e
!. Construction inspection.
his section includes a description of the grantee's construc-
tion inspection program including:
(1) inspection responsibility (grantee? consulting engineer?)
(it) anticipated inspection frequency. This should correlate
closely with the construction schedule and be commensurate
with the level of construction activity actually being
performed.
(III) deficiency resolution. How will project deficiencies
be handled and who is responsible for directing the con-
tractor to repair deficiencies? to stop work?
(iv) Inspector qualifications
(v) inspection budget
• (use,I' eI,o...., tl a,lewaIt, !Acton., • 174 140 0M
14) the enyneceng rvport lot pro)ec6 utilro.p IaIu1 (b) la[Wrption cal the eM,truclmn managamenl at
applKltion, initiating Wepage lagowo, wngat aM, and g4euralrnm manaµement prvePupea, JIM of conamunr
ib,mIl act dnp,,al.+hall Include infwnenlam am the f0t cation,and tc fwambthty
lowing together with appropriale part,of aub,%I,m(1) (c) t cWe.Poon of anoapated 4u41-1Y cmtrd Ihlmg
of th,,Wtnon,a,dot.coo rid b, the dclurbncot Intlmmp Iap of test, freaduecy, and who oil rwrform
Ill Sells and Thar permeability, ,he nests.
Ili)tieohydrologc evaluation of inch I:vclor5 as Ida I1en edition to the change order proem Including
it) Depth it, ground %awt and ground w,ocr naove. Abu will nalwde change order, a, cell as who wd1 rc
moot during different,line of the year: vwA,nagqute,and approve thagc mden
III) Water bn4mSe analnl5 of the popMA d.Whaepe let It"cr.plim of the technical rnords handling
area. nwlhdolop, nwludmg xhe,c pls., and spcdiuuom.
0of Overcall effects of the proposed facdov upoo the a, built drAwMgs,fwld ordlh,and change orden all be
pound wwcr in tan)unetion with ant ol6er Land apply exit
cation fac,law,that may be pe,ent, (1) Die crapmn of con*rruct.m Inspection Program ill.
Ica Avndubdny of public wore,'. eluding Impectmn ewpmSabllaty. anticipated ImpN'bm
Ida Rawrvc areas fox additional sllbsurfaw ill,-vml Iragwpcy,Wwl y toldullun,and inpeclw 4mafff".
15)Tin engineer, repw, for proyecls fuad,J to the lima. 15lst Tory Authordi, C'hapers 4121A and 9040
1 ar onmcnlal Prutevon Agency atoll, in addition ro RCW. It 24 061 ((Aden DF 8?-10), 1 I7)-240-075.
the lNuovownl IN eu IWI-ort(1)w til aftI.,• wan, filed 11/Ib/81.1
fiction F.PA loohn plan µudchnes contained an the
IPA publscox.n, -(iodine it,, Prepaang a FaaWy, WAf 171-249-OM (Ipefelien tad nNaleuate
Plan- IM(D 46).and shall tvidwule how the Special re. mammal. (1) The proposed m.,hd of opration and
yutremcnl,cnnmined in 40 CFR 15.714 1 will be met mamlenanvz of the dnmmUe wa*lcwalcr facdnv Shall be
IStalutury,Aulhreily C'hapten 47.21A and 91148 RCW ,rated M the engmeenng a",it car plan, and vpcthca
83-27-1161 (Order DF 87 30), 1 171 240 Ofill, tied .inns and uppr,wed by the data....... the statement
11/Ib/01 %talulary Authority. RCW 90.40.110 7w shall be a dkscua,um of who *dl own, oparale. cad
02 0)1 (Order OF 70-10), 1 111.240 (160, (,led maintain the hadity and what the staffing and lestulµ
1123179. F'ornxdy chapter 772-20 WAC. rcywremenn are -I lit owner Shall fellow the appro5cd
owth.d of.prat...n alter the faalny I.5ma ruawd,um
WAf 171-240-070 Plan mad mgNRkmll0nY. I I I I.S*changes have been approved b)the department
, The plan chortle a,
adnn.fius,Mns for a c w:ulcwnter 12)In those casts where the f..,daty Includes mechae
lama,,
V facillly art the detailed cumtluoim dceumems by K+I WmPonwn,s, a de,mled a.pwatdn and mainwnancc
which the owner or it,contractor bid and consvuc, .he eunuol Shall be prepared paw to cumpltion of ,an.
faefhty. The cv uant and fmaa, a(the ddan5 and sect 51ewelkml The purpose of the - just 1.10 petaled Itch.
facak 000� shall be 45 taleil In the State of W'aahinglon, Octal gudance and r..gulatary reyuwaments In the
",rocria for uwage work, destgn,- and nhAl Inal,d, a oprurw to enhance operation under both normal and
11,0ng of the Iaclhq dealgn criteria and a plan tw in e"Icell ne)cwditxm, Twit topic,of the manual shall be
team oylerauon of faciliticv during con%trucoon ,ubmktl.d rn the department for approval pnm to awn-
12f Plans and gw,dicau", I'or sa%tr line calenams pletiun of construction
,hall Include,as a Separate report,can analyso of the ev (1) to coder to assure motor operation dw n,, c 1•
01118 cdeaadn and rrealmno ,,stem, and0y to Iran,. ,tructun and toilet, Mile% and appawal vet the nil
port and trust additional now and loading orcisl I and maintenance nwnaal,a dnfl annual.hell
(1)Two top"of the Plans and apse ricatkons shall be he vubad.ed in'be"rly stsges of the tVMlrucWm of a
,ubm0ted to.he delvarlmenl fur approval prim III oar, facility In addition, manufacturer'* information on
of awastiu0iam, e,ccpling a, Allred under WAC Ill cyulpnwnl must tw aaf,hl,In the plant openaor prior
2,10-0NI(>I IStaturwy Authority.Chapin:,47.21A and to"it art-up
0041 RCW.81 2141A%(l l del nF.01-10),1173,W (4)The epnralim and nmiutenane+ manual shall an
070,filed I II it/01, Slat won Authority' RCW 90414 elude [be following Ia,I of toprc, 1.0, INA, prule,l,
110. 19-02 Oil (Order DF 78 10), 1 171 240 070. funded by the Fnvtronrnmial Prwettion Agee„ the
filed 112,179.Formwly chapter Ill 20 WACJ manual sha l Alm, follow the reyuaenents of th 11'A
WAC 17.1-Ii0-07S Caametwon r> awaruto ro alnatim. '(wivideratiwlr for prcparatuM 01 (ilk,,
Nato lhM and M4Mlmams:Manuals.'
plat, ill prior to emntruction a deladad plan num be (a)The d wguwnt oil mange l and operational re.
,ubnu0a)to the department showing how adeyualc and 5ponsitulitwa le lm'fuoe plan) du,uficanun and cl,I,vfi.
coalwell gAntruction Inspection%ill be proaul<d cabin of reydred operalw5
121 The comormilmn Nola) aMaren r plan ,hall (W A Jwesipliun of palm type, now IAttern opera.
Include im,and effclemcy eapacled
-nwwn Seheddt robe w Summon,d plawwcd as I fhe polctdwl design.filer.,
cunSlrudual atlwnlwa,Ilea WSluCnce, ilcrrcl.mot,hp,, iJt \p,wesa descnpawl of each Pascalmail,inducting
"Ass, eta alnMS,:Ind leemlmlaM, foal aim. to whet plan,units,and%hcrm,
d,Agna os
all .1,101
If►171gN M M-a f
efafgTlnx�tr
1'fi �satatANCE Psr1N
O -MINES
April, 19S3
I. FL KM
Adequate quality ,surface and control to vital to the successful
completions of any construction eroject. Experience has shows that
if a concerted effort if not made by tL't owner/grantee to ensure
Project construction according to the approval plans and *pacificf-
tioos and change orders ad to require a high level of performance
from the A/E and contractors during construction, that otberwine
well designed projects can fail to meet the federal/state diacbarge
requirements leaving the owner exposed to eofol .sent action. In
additica, projects which are poorly coes+ructed often have higher
than anrmal operation and main;enante needs which tranalett to higher
Yearly casts for t�efr owners. The purpose of the Construction
Quality Asourance rise is to describe how adequate construction
management will be provided by the owner/grantee during the construc-
tion phase of the project.
11. REQUIREtS M
A draft Construction quality assurance (QA) plan must he wbmitted
tm the Etgrtment or Ecology (WDOE) at least 30 days prior to the
start of construction. The draft QA plan will br iiacus%rd at the
Construction management (CM) meeting between representatives of
WDOE and the owner/grantre. Any modifications to the QA plan agreed
to at the CH meeting will be incorporated into the QA plan by an
agreed upon date. The resulting document will constitute the
approved Construction Quality Assurance Plan for the particular
Project. Any significant changes to the approved QA plan must be
submitted to WWE In A timely manner for approval.
III. ELEMENTS OF A QUALiTY ASSURANCE PLAIT
Every QA plan must imaiedu
m. Construction lebediile N&tho"logy.
The .onstruction ochedule is r f,real summary of planned con-
slruclin0 activities, :heir sequence, interrelationships, duro-
tions, and to oinations. The project construrt,e„ ♦chedule is
a vital R,mponeut of contract administratirs and in accessary
for tha coordination of the activities of all involved parties,
including those of the grantee, consulting engineer, construction
manageeent firm (if a,), contractors, and/or subeont.rartors.
In addition, the construction schedule Serves as a bats for
evaluating change orders end contractor disp.tes arising from
delay, ■uspensior, aid acceleration and thereby reduce& project
costs. Finally, an updated construction schedule to a critical
tool for allowing the owner/arsatee to relate pr0jtct %rates
to Racal outlays.
This section must include the follo.ing:
1. A description of the scheduling wtbod that will be used
during the construction phase by the grantee. The method
say racge from a staple statement outlining the proposed
eper 1ion&, incluoing start and end dates and delta of
",or procurements (foe simple projects of abort duration),
- to bar charts for atple projects of longer duration
(roger than tU days), to critical path scheduling for
trestaeot plants or projects involving comply civil,
electrical, ant mechanical interfaces.
2. A description ., the grantee's method for ensuring the
updating of the schedule an cootrurtion proceeds. This
would include:
(i) update frequency
(it) identification of responsibility for schedule update
(lit) strategy for ensuring timely contractor schedule
update or inputs to schedule updotee.
b. Grantee's Construction Organiaation.
This section consists of a brief desaript-ioa of the construc-
tion managrment organisation, management procedures, and includes
a chart of the grantee's construction organization (including
specific n+mcs), as well as that of the grantee'm engineering
consultant, and/or construction management firs (if applicable).
The chart should indicate lines of communication and respons
bility and identify major co„tractors.
V. Quality Control Testing.
The section will include a brief summary of the anticipated
quality control testing, Including type of test, frequency,
and who will perfon the tests (Srantee's inspectors, engineer,
soils laboratory, etc.).
d. Change Order Pncess.
This section will describe the grantee's change order process
including who will initiate change order, as well as vto will
review, negotiate, and approve the change orders and within
what time fee"- This section will include an example of the
grantee's change order format.
e. Technical lecards Handling.
This section describes the technical records handling method
used by the grantee including where plans and specifications,
"as-butit" drawings, field orders, and change orders will be
kept.
_2.
f. Cnmstructim Inspection.
This section includes a description of the grantee's c nstruc-
tion icspertion program including:
(i) inspection rnponsibilit; (grantee? consulting engineart)
(it) anticipated inspection frequency. This should correlate
closely with the construction schedule and be commensurate
with the level of construction activity actually beta&
performed.
(ifi) deficiency resolution. Nov will project deficiencies
be handled and who is responsible for directing the con-
tractor to repair deficiencies? to stcp works
(av) inspector qualifications
(v) inspection budget
HONEY CREEK' SEWER S--296 4
D.O.E. General Corresp.
February 1983
PLAN OF OPERATION
The purpose of a "Plan of Operation" is to identify in chronological order
and describe those key milestones and actions from beginning of construction
to the end of startup necessary to achieve a cost-effective, efficient, and
reliable wastewater treatment plant. Each task description should identify
the person or persons responsible for the task.
An initial "Plsn of Operation" is to be submitted to NDOE for review and
approval with the plans and specifications to verify that the grantee is
committed to implementing proper staffing, training, startup, and operating
requirements. The "Plan of Operation" must he updated as appropriate before
the start of construction and at the 50 percent and 90 percent stage of
step III construction (or more often if significant project changes occur)
and resubmitted to YDOE for approval.
Key activities and milestones which must be addressed in every "Plan of
Operatiot.' include, at a minimum, the following:
A. 5Sy Construction-Related Dates:
1, Bid award.
2. Start of construction.
3. Critical environmental milestones during construction and startup;
i.e., low flows, fist, migrations, seasonal industrial inputs, etc.
4. Fifty percent (50%) construction completion.
5. Eighty percent (80%) construction completion.
5. Key process units delivered.
7. Ninety percent (90%) construction completion.
B. Key process units on-lire.
9. Construction completion.
10. Startup dates (start and finish).
11. Anticipated grantee project acceptance date.
12. Date of termination of A/E startup serlicln.
February 1983
S. Plan for Staffing
A Plan for Staffing must be included to assure that sppropr'at. and
necessary personnel are hired and can be tr,ined in a timely manner.
The chief operator must be hired and on site no later than SO percent of
construction toapletion. Tne maining Operation and Maintenance?t)6N1
eta If
should he on board prior .o startup. Proposed O&M staff strvetury
an! organisation should be included as well as staff classification
levels.
C. Plan foiMaintaining Interim Operation During Constructior.
Every facility undergoing upgrade and discharging to surface waters of
this state has been issued an NPDES permit. The conditions of th,
permit mat be met during the construction phase. The responsibility
for ensuring NPDES compliance testa solely with the grantee, even
though in certain circumstances the contractor may be required by the
grantee to operate the facility during the construction upgrade phase.
It is therefore incumbent upon the grantee to ensure that the NPDES
requirements are communicated to the contractor and are reflected in
the contractor's construction contract and schedule. It is also incum-
bent upon the grantee to develop an Interim Operation Plan prior to
construction and follow the plan to ensure that all regulatory opera-
tional requirements are adhered to during construction.
For a facility undergoing an upgrade, the Interim Operation Plan must
contain the following:
1. Description of existing treatment, treatment levels, and OAM prior
to construction.
2. Description of the grantee's understanding of NPDES requirements
during construction and startup. Experience has shown that
disagreements can arise between WDOE and grantees regarding
NPDES requirements and what they mean. Resolution of such differ-
ences of opinion prior to the start of construction can go a long
way towards preventing 690E enforcement action and associated
contractor claims during construction.
J. Description of interim treatment during construction including:
A. Identification of grantee's/contractor's interim treatment
staff including delineation of responsibility, qualifications
of interim treatment staff in respect to proper certification,
and organisation chart.
b. Identification and description of all interim process changes
that will be necessary in going from the existing, treatment
mode to the required treatment mode, including schedule of
flow changes and when key process equipment will be brought
on line or disconnected.
_j_
February 19'!
C. Interim Sludge disposal plan.
d. Emergency procedures that will be followed in case of power
interruption, high 1/I, floods, Slow process equipment deliverv,
• c. , during the interim treatment phase.
e. blscussion of construction conditions that would mandate a
facility bypass, steps that will be taken by grantee and con-
tractor to avoid such conditions, and the procedures that will
be followed to secure prior approval from the appropriate
Washington Department of Ecology, Regional District Supervisor,
should a bypass become mandatory. In addition, should a bvpssa
become mandatory, the grantee must provide the department wi N.
an assessment of potential environmental and water quality
impacts of a bypass of the raw or partially treated effluent,
f. Description of key startup activities and date$ of occurrence.
Startup is defined as a series of events occurring towards the
end of the construction or upgrade phase that lead to a stabi-
lised, routinely controlled plant process, or unit. These key_
events include, but are not necessarily limited to:
(1) Dry run inspection of equipment for proper mounting, direc-
tion of rotation or travel, proper lubrication with the
type of lubricants recorded and properly filed, clearances,
alignments, undue noise and vibration, safety devices, and
general operation.
(1) Wet-run inspection :o verify plant hydraulic integrity,
All deficiencies found during the'wet-run inspection and
testing should be corrected before actual startup.
(3) Startup planning meetings to organize and plan the actual
startup of the facility.
(4) Startup. Activities undertaken during startup may range
from simply "pushing-the-button" to initiate plant machinery,
to carefully monitoring unit operation under a range of flow
and loading conditions to be #,cured of proper operation,
In all capes, the equipment manufacturer's instructions
should be carefully followed during startup, as well as the
instructions contained in the 06M Manual. Any change to the
OaM procedures found necessary as a result of startup should
be incorporated into the O&M Manual at this time.
For new facilities under 21 ng cons,ruction, the Interim Operation Plan
must include items 7, and 3.f. above as relating to startup.
D. Training Plan for Startup
This describes the training that will be provided to plant personnel
duringduring plant startup to establish a proper framework for long-term,
trouble-free, efficient plant operation. The plan should identify
-3-
February 1983
nr<eesary training related to startup, such so vet and dry testing of
equipment, instrument dalib"tion, a rtview of operating procasa control
procedures, ate. Specific training materials and raquirtmenta should
be addressed, as Should training strategy and responsibility and a
training schedule.
E. A/E Start uo Servitao Proposal
The startup services proposal identities the spec'fic gervices to be
rendered by the All or consultant during the startup period of a new or
upgraded•treotment worke. The services must be rendered by the design
engineer or others identified by him!her. The proposal should en:Mpass
training provided to the grantee in process control and all aspects of
startup for which the A,'E and or consultant is responsible. It should
slao identify atartup ecc ivtty for which the grantee is responsible.
Cost$ eosn<iattd with AIL startup services must be identified as a
separate line item in the Alt contract.
F. Training Plan for Witting procedures end_ Plant bafety
The training plan must be developed and should address all topics for
which operations training may be needed ouch go plant management, pro-
ton control, lsborstory techniques, maintenance management, including
maintenance schedules, and tperisl equipment operation. Job and trair-
ing aids sod aoureet should oe delineated. This training plan may be
III modified after the appro-:iste staff has been hired and its abilities
and experience evaluatej.
G. Sever Use. Ordinance
For both state and federally funded projects, a schedule for develop-
went of a sever use ordinance aunt be presented which provides ouffi-
cient time for .,ubmission of the proposed ordinance to W10E for review
and approval on'' for grantee adoption of the ordinance before SO percent
of construction completion.
M. Fins` Oatairpo Cost Estimate for D&M
Fcr federally funded projects, the final, detailed cost estimate for 064
m,.or be submitted in time to establish user charges and prepare the
ncctetary ardinancee for grantee adoption.
I. User Charge Ordinance
For federally funded projects, a schedule for development of a user
charge ordinance moat be presented which provides sufficient time for
submission of the proposal ordinance for review and approval by WOOF and
grantee adoption by So percent construction completion.
-A-
February 1983
J. Sever Sye[w Rehabilitation
If rehabilitation is required, the Plan of Operation should include
schedule for rehabilitation consistent with that provided in the grant
agreement or required by the NPOFS permit. before payment of more
then BO percent of any federally funded projects, the grantee must show
evidence of compliance with the evaluation and rehabilitation schedule.
R. Pretreatment Program
For those federally funded municipalities required to develop a pretreat-
ment program under 60 CFR Part 403, the program must be approved before
project payment over 90 percent can be authorized. Sufficient lead tim.
should be provided in tie Plan of Operation to avoid payment delay,
L. Operation and Maintenance Manual
The plan must include a schedule for development of the O&M Manual.
The schedule must allow sufficient lead time for submission of a draft
06M Manual to wLOE for review prior to 50 percent construction comply
tion; and for submission for approval of the completed OiM Manual prnet
to 90 percent construction completion.
-S-
February 19B3
PLAN OF OPERATION
The purpose of a "Plan of Operation" is to identify in chronological order
and describe those key milestones and actions from beginning of construction
to the end of startup necessary to achieve a cost-effective, efficient, and
reliable wastewater treatment plant. Cach task description should identify
the pereor. or persons responsible for the task.
An initial "Plan of Operation" is to be st bmitted to YDOE for review and
approval with the plans and specifications to verify that the grantee is
committed to implementint proper staffing, tru ning, startup. and operating
requirements. The "Plan of Operation" aunt be updated as appropriate betort
the start of construction and at the 50 percent and 90 percent stage of
Step 11' construction (or more often if significant project rhangts occur)
and resubmitted to WDOE for Approval.
Key activities and milestones which must be addressed in every "Plan of
Operation" include, At a minima, the fW owing:
A. KeI_Const rurti on_gelated Daten
1. Bid award.
2. Start of construction.
5. Critical environmental milestones during construction and startup;
i.e. , low flows, fish migrations, seasonal industrial inputs, etc.
4 Fifty percent (50%) construction completion.
5. Eighty percent (M) construction completion.
6. Rey process units delivered.
7. Ninety percent (90T) construction completion.
B. Key process units on-line.
9. Construction completion.
10. Startup date• (start and finish).
11. Anticipated grantee project acceptance date.
12. Date of termination of All startup services.
-1-
• M
February 1951
!. Plan for Staffing
A Plan for Staffing meet be included to **sure that appropriate and
necessary personnel are hired sad can be trained in a timely sooner.
The chief operator met be hired and on site rw later than SO arc ent of
n costruction completton. The remaining Operation and Maintenance Oag1
staff should be on board prior to startup. Proposvd OiM staff structure
and organisation should be included as wall as staff classification
levels.
C. Plan for Maintaining Interim ODention During Construction
Every facility undergoing upgrade and discharging to surface waters of
this state has been issued an NPDES permit. ilia conditions of the
permit must be met during the cautructio� Ina,!. The responsibility
for ensuring MPDES complier-e too:.. .l,ry w.th the grantee, even
though in certain circumstances the contractor may be regrired by the
grantee to operate the facility during the construction upgrade phase.
It is therefore incumbent upon the grantee to ensure that the NPDES
requirements are communicated to the contractor and are reflected in
the contractor's construction Cuntract and schedul— It is also incum-
ber.t upon the grantee to develop an Interim Operation Plan prior to
construction and follow the plan to ensure that all regulatory opera-
tional requirements are adhered to during construction.
For a facility undergoing an ttpLrade, the Interim Operation Plan must
contain the following:
1. Description of existing trestme nt, treatment levels, sod 049 prior
to construction.
2. Description of the grantee's understanding of NPDES requirements
during construction and startup. Experience has shown that
disagreements can aric, between HDOf. and grantees regarding
NPDES requirements and what they mean. Resolution of such differ-
ences of opinion prior to the start of construction can go a long
way towards preventing WDOE enforcement action and associated
contractor claims during construction.
3. Description of interim treatment during construction including:
a. Identification of grantee's/contractor's interim treatment
staff including delineation of responsibility, qualifications
of interim treatment staff in respect to proper certification,
and organization chart.
b. leentification and description of all interim process changes
that will be necessary in going from the existing treatment
mode to the required treatment mode, including schedule of
flow changes and when key process equipment will be brought
on line or disconnected.
_7_
Pe�ruara IYN1
c. lnter°m sludge disposal plan.
d. emergency procedurea that will be followed in case of power
interruption, high I/1. flood• slow process equipment de!iverv,
air. , during the interim treatment phase,
e. Discussion of construction conditions that would mandate a
facility bypass, steps that will be taken by grantee and con-
tractor to avoid such conditions, and the procedures that will
be followed to secure prior approval from the appropriate
Washington Department of tcology, Regional District °upervisor,
should a uypsas become mandatory. In addition, should a bypass
become mandatory, the grantee must provide the department with
an assessment of potential environmental and water quality
imprcts of a bypass of the raw or partially treated effluent.
i. Description of key startup activities and dates of occurrence.
Startup is defined as a series of events occurring towards the
and of the construction or upgrade phase that lead to a stabi-
lised, routinely controlled plant process, or unit. these key
events include, but are not necessarily limited to:
(1) Dry run inspection of equipment for proper mounting, direc-
tion of rotation or travel, proper lubrication with the
type of lubricants recorded and properly filed, clearances,
alignments, undue noise and vibration, safety davices, and
general operation.
(1) Wet-run inspection to verify plant hydraulic integrity.
All deficiencies found during the wet-run inspection and
testing should be corrected before actual startup.
(3) Startup planning meetings to organise and plan the actual
startup of the facility.
(4) Startup Activities undertaken during startup may range
from simply "pushing-the-button" to initiate plant machinery•,
to carefully monitoring unit operation under a range of flow
and loading conditions to be assured of proper operation.
In all uses, the equipment manufacturer's instructions
should b -arefully followed during startup, as well as the
instructions contained in the O&M Manual. Any change to the
OkM procedures found necessary as a result of startup should
be incorporated into the O&M Manual at this time.
For new facilities und_erjoirl construction, the Interim Operation Plan
ariaetTnalude items 2. and-3.f. above as relating to startup.
D. Training Plan for Startue
This describes the training that will be provided to plant personnel
during plant startup to establish a proper framework for long-term,
trouble-free, efficient plant operation. The plan should identify
-3-
February 1993
necessary training related to startup, such ss net and dry tasting of
equipment. instrument tali►retion, a review of operating process control
procedures, etc. Specific training materials and requirements should
be addressed, as should training strategy and responsibility and a
training schedule.
1. Alt Startup 6ervices Proposal
The startup services proposal identifies the specific services to be
rendered by the Alt or consultant during the startup period of a new or
upgraded treatment worts. The services suet be rendered by the design
engineer or others identified by him/her. The proposal should encompass
training provided to the grantee in process control and all aspects of
startup for which the Alt and/or consultant is responsible. It should
also identify startup activity for which the grantee is responsible.
costs •• ^tided vi•b taw r,e-t - a, . . r •r • iftitifitf as a
sr�e•.. • ',ne i- a ,., t:• JF "kc,r•..,.
F. Training Flan_or Operating Procedures and Plant Safe
The training plan met be developed and should address all topics for
which operations training may be needed such as plant management, pro-
cess control, laboratory techniques, maintenance management, including
eaintenance schedules, and special eq,,ipment ope vtion. Job and train-
ing side and sources should be delineated. Thit training plan may be
medif.cd after the appropriate staff has been hired and its abilities
and experience evaluated.
C. Sewer Use Ordinance
For both state and federally funded projects, a s hedule for develop-
ment of a sever use ordinance must be preseraed which provicies suffi-
cient time for submission of the proposed ordinance to WOE for review
and approval and for grantee adoption of the ordinance before 80 percent
of construction completion.
N. Final Detailed cost Estimate for O&M
For federally funded projects, the final, detailed cost estimate for O&M
must be submitted in time to establish user charges and prepare the
necessary ordinances for grantee adoption.
1. User Charge_Ordinance
For federally funded projects, a schedule for development of a user
charge ordinance mu at be presented which provides sufficient timr for
submission of the proposal ordinance for review and approval by WOE and
grantee adoption by 80 percent construction completion.
-4-
February 19b)
J. Sewr $yet* Rehabilitation
It rehabilitation is required, the Plan of Operation should include a
schedule for rehabilitation consistent with that provilad is the Rrart
agreement or required by the N►DES permit. before payment of ware
then 80 percent of any federally funded project&, the grantee taumt show
evidence of coplisoce with the evaluation and rehabilitation schedule.
I. pretreatment ►rogres
For those federally funded municipalities required to develop a pretreat-
soot program under 40 CFR Part 403, the program met be approved before
project payment over 90 percent can be authorised. Sufficient lead time
should be provided in the Plan of Operation to avoid payment delays.
L. �jiaration and Maintenance Manual
The plan mart include a schedule fur development of the 04M Manual.
The schedule mu at allow sufficicr, lead time for submission of a draft
O&M Manual to WDOE for review pr .or to 50 percent construction comple-
tion; and for submmssior, for approval or the coopleted O&M Manual prior
to 90 percent construction completion.
-5-
I lyt ky 1
y
t3 z. PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 235-2631
MUNICIPAL WILDING 200 MILL AVE.$0. RENTON,WASH.E6066
P
�lep SEPIt�
BARBARA Y. SHINPOCH
MAYOR
January 24, 1983
Veshington State Department of Ecology
Mail Stop PV-II
Olympia, WA 98504
Attention: Municipal Division
Subject: Referendum 39 - Pre-Applicotlon Honey Creek
Gentlemen:
As we have indicated on our December 22, 1982 application submittal ,
we have developed additional information on septic tank failures.
As indicated on the attached letters by the Health Department,
the area has serious problems with septic tank system failures,
and sanitary sewer overflows fror., the overflowing Sun,et Lift Sta-
tion.
Sanitary sewer improvements are badly needed in this moderate to
low Income community. Your assistance in attaching this separate
submittal to our application for Referendum 39 funding would be
appreciated.
Very truly yours.
Robert E. Bergstrom, P.E.
Fngineerin: aupervisor
REB:jft
At taeheen,s
g -MARIAN
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Seattle-King County/DEPARTMENT OF PUMMIC HEALTH
Iwe1H lettlr awl HlNa aNt11Y. wiYYe111atYe solo, (000)live YYYe
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L4WRtNCa ma RONNR. M.D., Y.I.N. Fr' aBly 2�', 14 Tt`
D,IYa1N et►ue1N NNRR
Gary Kruger, Senior Planner
Renton Planning Department
Renton City Hall
200 Mill Ave. So.
Renton, Washington 98055
Re: Proposed Sierra Heights Annexation
Dear Mr. Kruger:
Dn regnrd to your letter re Tueatinp information on sewave disposal
systems in the subject area, this department nods a survey on Feb-
ruary 23. lo7A. A nap showing the results of this survey is encl,sed.
Out of one hundred and fifty-five (155i systems surveyed there were
thirty-one (31) failures ■c" twenty-tro (22l probable failures.
Fifty-three (53) confirmed and proheble failures out of one hundred
and fifty-five ayatems represents a serious potential health hazard.
`anitary sewers are ver lsdIz needed around SF lOtrd and ev lnht' ,
and would be a g mat-0a s7 -C to the whole s^ea,
7ey tt-:ly yourT,
WI1li�n rLienin
Su^eriteinf Sanitarian
Division of Environmental 9ealts
Southeast District 'lealth Venter
D41/et
Enc.
ect Marren Gonnaaon, %rector, Renton Public Works Department
DISTRICT Na ALTN Ca NlaRO
NON�N YaYT YOUTNaaet BOV.HWYYI
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OPERATION AND MAINTENANCE
MANUAL GUIDELINES
FOR
WASTEWATER TREATMENT FACILITIES
STATEH HASH1NGfON
DEPARTMENT OF ECOLOGY
MUNICIPAL DIVISION
Droee6rr 1919
TABLE OF CONTENTS
Pat
PREFACE.
PART I - GENERAL INSTRUCTIONS 1
PANT 11 - GUIDELINES FOR OPERATION AND MAINTENANCE
MANUAL CONTENT. . 4
A INTRODUCTION 4
I. Purpose of the Project. . . . . . . . . . . 4
2. Project Desc,,pt.on . . . . . . . . . . . . . . 4
7. D"ifln Critrrta . . . . . . . . . . . 4
4. Flow Diagram, . . . . . . . . . . . . . 4
S. ?ermrt Requirements . . . . . . . . . . 4
B. UNIT PROCESSES . . . . . . . . - 5
I. Pu-pose and Intent. . . . . . . . . . . . . . . . 5
2. Process operating Parameters. . . . . . . 5
7. Achievement of Process Operating Parameters 5
4. Performance Evaluation. . . . . . . . . . 6
5. Safety. . . . . . . . . . . . . . . . . . . . . 1
C. LABORATORY CONTROI. . . . . . . . . 7
I. Process Control Summary . . . . . . . . . , , • 7
2. Sampling System and Locations . . . . . 7
3. Record Keeping System . . . . . . . . . . 7
C. MAINTENANCE. PROGRAM. . . . . . . . 7
1. Prrvrntivr System . . . . . . . . . . . . ,
2. 1"rgency . . . . . . . . . . . . . . . j
T. Stock room; inventory . . . . . . . . . . . . . .
E.- GENERAL . . . It
1. Reference Materials List. . . . . . . . . B
2. Treatment Plant Solids Balance Diagram. q
T. Prrsonikel . . . . . . . . . . . q
4. Record Krrptng. . . . . . q
5. ARrremenls with dischargers; pn•l malw•ul 10
6. warranties. . . . . . . . . . . . . . . . 10
7. Sewer Ordinante . . . . . . . . . . . . . . 10
i'AR'I 1 - CENINA4 IRSTNI'.1-TIItNti
State and federal regulatious require the submission of an Operation and
Maintenance Manual wher construction of new or expansion of existing
wastewater treatment and disposal facilities is supported by state and
federal funds. These manuals will be reviewed for adequacy and complete-
ness pursuant to 40 CFR 35.935-12, and the federal Guidelines for Opera-
tion and Maintenance of Wastewater Treatment Facilities (August 1974),
"Requirements and Suggested Guide for an Operation and Maintenance
Manual for Waste Treatment Facilities," (Rev. July 19751, the manual
"Considerations for the Preparation of Operation and Maintenance Manuals,"
EPA 430l9-74-001, and the "Design Guidelines for Operability, Flexi-
hility, and Maintainability at Wastewater Treatment Plant," September
P,;A, EPA. Region X.
Wastrwater treatment plants are usually custom built facilities. Hence,
a GENERAL Operation and Maintenancr Manual cannot adrgvately cover all
possible iombinatioua of special features included in each plant.
'fbereforr, whether uu.straltion has been undertaken to provide an entirely
n.•s' facility or to modify, expand, or modernize .a existing facility,
specific guidance in the form of a DETAILED Operation and Maintenance
Manual prepared expressly for the treatment plant under consideration is
needed. In the case of a process modification, a manual covering opera-
tion and maintenance for the entire treatment facility is deemed necessary
when the modification materially affects entire plant operation or when
there is no existing manual. Some process modifications that are con-
sidered to materially impact ran the entire plant operation include, for
instance=
1. The addition of sludge handling facilities, such as thickening
or dewatering, whrn uo handling vas previously provided.
2. The addition of secondary treatment to facilities that pre-
viuusly were only primary,
3. The addition of advanced treatment when return flow: (from
filters, carbon column, etc.) are recycled back for treatment
in the primary-secondary process.
4. The addition of primary clarifiers and anaerobic digesters to
a treatment process previously equipped .ith only one primary-
digester combination.
Many other process modifications could be cited that would require
alteration of existing plant operations procedures. Any changes in
operational procedures must be a^counted for by revising a previously
approved manual to reflect modified treatment plant cmditions, or by
developing a new net of operating procedures (when an approved manual is
not available).
The Operation and Maintenance Manual need not and should not contain
extensive general information on the history, methods, biology, etc., of
wastrwalrr treatment; this information tan he r••adily obtained by the
1
operator from other sources. YhAT IS NEEDED IS PRECIS!: AMD DETAILED
INFORMATION ON THE SPECIFIC PLANT - ITS DESIGN CRITERIA, PROCESSES,
EQUIPMENT, AND ThE INTERRELATIONSHIP OF EACH TO ACHIEVE PROPER AND
INTENDED OPERATION OF THE PLANT. To this end, the Operation and Malntrn-
ance Manual should be a guide and handbook, easily usable by the opera-
tor, which will insure continuous, effective, efficient and economical
operation of the facilities in such a manner as to produce an effluent
which meets or exceeds waste discharge requirements and state water
quality standsrds.A Submittal of the Operation and Maintenance Manual
shall be made to the State Department of Ecology, Mtmruipal Division,
p,irsuant in the following schrdule:
1. M acceptable complete draft operations and mainteoamr unw:
must be submitted to the division no later than 30 days Wort,
the request for 50 percent Step3 progress payment. Failure
to submit an acreptable manual •t this it me will result to a
Step 3 grant payment delay. A complete and comprehensive
draft manual is essential to insure that functional informa-
tion, developed by the design engineer, is promptly translated
into specific operational direction.
Proposed estimated manual costs to he Included in Step 2
application, or if applicable Step 3 application, most by
delineated by the man-hour rtpnl Ien`inerrili , draping and
clerical On, ludrtg rrprn,htcl mu) I ,t so and and 'snot ...ted
%t,Fk roll twit too pr rlarnllg to . ...1. of Iht•ae Hirer ialvfe,llr'..
Manual rests swat be inclndvd as a srparate Iles to the prrl'ml-
nary rogineri .ng lust brrakdowu.
2. Three copies of the final Operation an
fl Maintenance Manual,
containing all necessary revisions and all major equipment
maintenance information for the plant, must be submitted not
later than the request for the 90 percent Step 3 progrrss
payment, or 30 days prior to plant startup, whiever occurs
first.
The stale grant contract requires the use .)l I'.r Operatioo and
Maintenance Manual to the conduct of plant operations. Close
coordination in the drvrlopmonl of the manual content must he
lade between toe granter. their design rnnsullsnt, and treat-
wrnl plant upr cal tonal sL'ff to insure that mall-n.'1 pre+muted
it, the manual wi l l by nl i l bald and kept mar n'ut Ib aswn
that proper luslew bat, brew Mtwt•11 to if., mawlal, .1 ,I've'
letter with approval signatures Iron the lolluwiug iwl.viduals
must be submitted with the final manual-
a. Agency manager, public works director, or other
prison in charfir of the wastewater treatment facility.
b. Treatment Plant Superintendent.
''This manual will he written lot the operators to use, not for rugineers
to read. The less verbiage, the better.
I
c. Person responsible for preparing operations and
maintenance manual.
In ddlllti nl In aeellllg agency operation nerds, the final
rev lard uprrat non and Mai at rnance Manual , the approvrd plans
and aprl ll n.H rats, aml %h burn" plan should they In,
dlllerl•nl Irom .Ipproved plans) will clmlpns♦ key information
i•t,•mrnt> ""I w111 hr Mallard by the regulatory agency whro
luting annual operation and maintenance inspections.
The manual should be bound in such a manner as to facilitate
updating and revision. Visual aids, charts, tabular format,
exploded viers, and other similar methods should be used
whenever and wherever possible to iusure effective and efficient
use of the manual by operating personnel.
It is not the intent of these guidelines to restrict or stifle
initiative. Rather, these guidelines present a recorended
format of a plan essential for good wastewater treatment plant
operation. Engineers a-id consultants are encouraged In improve
upon these guidelines to accommodate unique treatment plant
requlrrmrnts.
C(MVI.IME Willi OPERA'I'IIINAL RE.Q(I1REMI.NTS SIIECII'IEU IN THE
COMPLEM) OI'f:RATION AND MAILTI".NANCE 'MANUAL, INCLUDING LARORA'IURV
RECUNDS, MAIWIXNANCE NECOM, AND PROCESS CONTROL PROCEDURES,
WILL RE DETERMINED DARING THE FIRST ANNUAL OPERATION AND
MAINTENANCE INSPECTION.
T. Three cries of revisions which may become necessary after
plant s. It-up shall be provided to Lh^ division not later
than one year after plant start-up and prior to the first
annual inspection.
3
PART 11 - GUIDELINES FOR OPERATION AND MAINTENANCE UKAL CONTENT
TABLE OF CONTENTS
Considered as art integral part of any manual will he the inclusion of a
comprehensive and complete table of contents. The table of contents
must be very specific in leans of detail. It behooves the manual wntrr
to include such a detailed formal since it: (1) materially aids the
oyerator in rapidly locating a specific topic; and (2) serves as an
exrellpnl starting point in formulating the instructional program.
A. INTRODUCTION
This information is not to be considered as general operator training,
but should provide direct guidance to the operator and should address
itself specifically to the plant for which the Operation and Maintenance
Manual is written. Considering the designer's intent and the equipment
capabilities and limitations, the introduction should include:
1. Purpose of the Project
Give a concise statement of the purpose of the overall treat-
ment plant and what is expected to be accomplished by its
design and operation. This overall statement of purpose
should be specifically related to waste discharge requirements
that have been established for the project.
2. Project Description
Provide a map of the tributary area to the treatment plant,
including identification of general sources and amounts of
wastewater, Including layout of interceptors. This may be
included as sit attachment, if limitations of sin and scale
preclude its inclusion in the manual. Briefly describe the
characteristics of the wastewater to be treated. Include
location of major contributors.
d. Design Criteria
Summarize the design criteria by process unit and performance
expectations in a readily comprehensible formal, preferably
tabular.
4. The manual will contain a simplified suhoaiaU c flow diagram of
major pipelines, valves, and controls.
e. Made Discharge Permit Requirements
Submit a copy of the current NI'DES permit or waste discharge•
requirements used to develop the project with pack, copy of the
Operation and Maintenance Manual. A tabular summary should he
presented listing all NPDF.S discharge requirement sampling
specification .
4
N UNIT PROCESSES
For each un,t , fl.o ram iou, It, removal. pr t mery
sedimentation, aerallon, digestion, disinfection, etc.), describe in
detail how to achieve operation of the unit so that it will perform
according to the intended purpose. Although they do not precisely fall
w thin the descrtpttun of "unit processes," auxiliary systems such as
the potahlr water .yst M, nonpolable water system, gas system, electrical
system, alarm system, etc., are to be included and each designated "a
unit process." Descriptions must include instructions for unit start-
up, shutdown, and conditions of varying flows tram very law flow to
flows at the design capacity of the unit. Emphasize the relationship
between the unit operation and overall plant process control, clearly
showing how the unit most be operated to effectively and efficiently
achieve the design purpose of the plant. Visual aids will be used
whenever possible.
It is suggested in all cases that the normal process operation of the
unit be described first, followed by detailed directions for operation
for shutdown, start-up, and each process vsristion. it is also suggested
that uults be prrseuted 'it flow seyuente from the hradworkk to the dis-
rharxr The .mrnangevseot for the logical presentation of the tryuitrd
nJ.•rmal ion in as 1„I1tas:
1. Purpose soil intent
dearly state the purpose and intent of the unit. Explain the
relationship and operating functions of this unit to other
units
and to the plant as a whole. For example, operation of sludge
thickeners affect% primary clarification by means of excessive
solids concentrations in the return flows; and digester opera-
tion by means of insufficient solids concentration in the
underfloor. Include schematic and other visual aide. Maximum
effort to utilize schematics developed for the draft submittal
should be made.
2 Process Operating Parameters
titatr , Icarly Ito a tabular format what the pitiless operating
p.ttametr,:. are lur It,,- un ra t. 11 ,engrs .ere given, sperifttvlly
%(ate what the drsigne. rt•tummt•nds wtthu, tiles range as an
operating condition. A solids balance dtograw will be included
for each unit process.
J. Achievement of Process Operating Parameters
'this is considered the most important section of the entire
Operation and Maintenance Manual. For each unit a syg!!tatir
olterK int..,a�p epoch must be spelled out. The systematic opera-
ting approach met, as a minimum, establish detailed procedures
for:
S
r
a. Manual and automatic process operation and control
for each operational mode;
b. Unit process shutdown fur each oprcacroual made
including adjustment of other affected unit process
to accommodate the rhutdown;
C. Unit process start-up for each operational made to
bring the unit process back on-line after being
shutdown, including adjustment of other affected
units.
The detailed procedures referred to above most include the
orovislon for feedback where chemical or physical control
tests are specified. The feedback must be in the form of
detailed step-by-step instructions for adjusting or changing
operational configuration of the unit as required by the
control test results. Step-by-step instructions must be
presented in a "closed loop" format; i.e., a chemical or
physical measurement is made of a process variable, and the
operator then compares the measurement with a desired process
parameter range (i.e., chlorine residual, dissolved oxygen,
MLSS, sludge residence time, etc.). It necessary, he makes an
adjustment with control equipment to br,og the process variable
into the parametric range. Calculations which translate
control data into control actions meet be integrated into
step-by-step procedures.
Application frequency of the tontto) procedure mnsl he spacified
For example, the procedure for annual control of dissolved
oxygen in an activated sludge rearlor might he applied every
two hours. Adegnnte rousiderati man for system reapo,er at lag
time should also be made when specifying procedure application
frequency.
Free use must be made of schematics, diagrams, and other
visual aids for illustrating specific operating instructions
and control devices.
A complete summary of laboratory control tests and physical
measurements required for unit process control must be presented.
The control test summary should provide a quick reference for
the operator as to the time, location and type of sample
required.
4. Performance Evaluation
Process evaluation and calculations that are performed petiadit-
ally, and supplemental to routine process control, should be
presented. Sample calculations, desanslral,ug how tomputatioo
of the u: i's load and eflictency art made, should be included.
Interprel.,tion and evaluation of caltulated valurs must be
mile.
6
draph sal short tots should be developed that fit tittatr
performmue calculation*.
Data input for the specific unit process being discussed
should be developed in this section to contribute to the
overall plant solids ba once &beet located in the appendix.
Gave emergency plats indicating protedures to he followed in
rase of power tatlurr, structural damage by earthquake, Iloml,
or other causes, P,jokpaen1 failure, oprratine short-handrd,
etc .
S. Safety
For each unit process include warnings and dretription of
unusual hazard% to operating prrsoonrl and the publkt, and
describe normal safety precautions. Safety most he taken into
consideration in all procedures specified. Give special
emphasis to other safety publications, particularly for waste-
water treatment plants.
C. t.AHORATORY CONTROL
1, Prntrxs Gmtrol Summary
A summary of all process control tests required for each unit
operation should be prepared in a tabular format. Summarised
Information should include sampling frequency, time (it impart-
ant), lotalion, and type. Simple graphs should be included
which ahnw process control parameters.
Spec lal an.J yx,x egn-lxm•at spn•cilically Gtitgnrd for prnress
unlit") yq,licat i... I..mid to. Ai xrnxxed.
!. N.cagi l cog %ymi,•w .up l l.n al inns
A treatment plant plan xhoulil be presenlW which illustrates
nuJ identifies all sampling lotatnonb. All mperial sampling
considerations should be discussed including automatic sampling
systems or devices. The requirrmenl for representative samplinR
should tie emphasized.
7. Rrtorti Keeping System
A complete record kreping system should he presented which
organizes data collection for Process control and any inforns-
tion required by regulatory agencies. Show samples of records
to be kept.
if PREVKNTM. KAINTlMANCf.
lit, loole Nalnl Plldllre Nhrob. ., lul ,,,Ilia and rqu ll,N`III iu Path mutt ,
t,I.xe re Ierpnt vA by pw R/• and xx.del nwxl.ri,. lit ma,of,,lu,ri•m awnw.r I%,
7
Where Possible Maintenance schedules must show frequency and type
of nalntinance to he performed, including spec al coaling or lubri-
cants and procedures. The unufaclurer's manuals should be rrfrrent rd
for detailed tnforNlion, Give special precautions or instructions
for unusual maintenance, highlighted for ape( al emphasis. Describe
preventive maintenance and present frequency schedules for the
mechanical equipment included in each unit procesv The entire
preventive maintenance is tabular form should hr ins laded in the
appendix
Furnish equipment manuals containing parts lists and, wherever
possible, exploded views of the equi pment must be furnished for
equipment and must be clearly marked showing the particular model
used in the unit. Equipment mammals should be furnished in a
sepArate binder. Include the names of all subcontractors and
equipment suppliers complete with the telephone number and name of
responsible individual of each fin.
The equipment manufacturer and/or vendor will provide for each
Piece of equipment a complete maintenance summary which will include:
1 . Namr of manufacturer with address and phone number of
nearest representative.
I. llomplete identification/specification tag data including
aerial number of equipment.
7. A list of part, numbers slid A list of spare parts with
their numbers and xuch other Inforistson as may be needed
to order parts.
4. f. complete listing of routine maintrnanie, including time
intervals for lubrication, adjustments, etc. , and a list
of acceptable ruivalent lubricants from at lead three
different major manufacturers whose products are locally
available.
S. Wright of individual components of each piste of equipment
weighing over 45 Kg (100 pounds).
E. GENF.NAL
I. Reference Materials
Under appropriate unit procrss headings, list any referencr
material which will help inform the operator of krnerai and
Specific information Applicable to the plant which a not
invoiced by the Operation and Maintensfo r Manual. Include
sufficient information to enable the operator to obtain the
references. Special bulletin•, brochures, shop manuals, or
handbooks which would be of value to the opeatur and which
would not be readily obtainable by him, ahouid be included
wherever possible as referenced appendices. An example could
be the Ken Kerri courser. from SAcramento State College. This
8
•
Will rncl udr references to at lead two standardvas,ewate, plant safety.
levels on
2. Tre.tm«nt plant Solids Balance Diagram
A ,olldx h.r l auce diagram, for the entire plant o e
be Invitded ,n the
to loots manful to Periodically P rsU nn uloultl
lhr IYa trwaticallY al 10 allow the rut irr trralam•nl distribution of opel'a,.ar
fill" x« xYxl em. ThY Inter aoleds ,hrn s wry hr v�.u,+lrrrJ ax•rr, r•rxll alit inn of all sRhout
he)ante dlaa nm. y. unit
Y mean, of fill, xnlut
� I'r rxunnrl
The Peraol,nrl section should include recommendation, on the
require quallfica ti ons, duties, and grades of o
required to operate and ,iota in lilt plant.
should be realistic,ll Vr .ra to rs
plant at all lines 1 Y made on the baa- of Delerminutio"
rhx rge reylife, nt,. 51°duce an effluent Operating the
that hudgrtfn ate justtf,"t o,, Meeting Waste di,--
9 R end fund al localinR bodies Wit each position so
the nr ce saa r1e plant will "'Off, ' ,e the within the a
Y lands for need to and s Reny
Plant . TAe re RAoI,IJ br aerrnsonahle oPerate and PPrntain eAr
level( ��1 ahem Maintain
sin t
similsr 1 fell is
or(x) to othr, muul"Pat
l Pt tq relate xaiary
rrxivinx thrill lrs And
amngnis o/ tnfnin Pal enPloyees with
of lh`VUt« a aIrnal R, and With equivalent
IA« plant. when ahu rl- 1 nett"" lu ul' lull
nrr.•ssar handed Aun ng ail oat ionx weal
Y prrxoonrl are ant available. he,, all
4. Nn,nnl K,111""
The nerd for keen na a curate, tumpl eta ,ecords
ratahliahrd,
uard as a guf de in ccura tO ly ke t, has long keen
V lent regulalin P they can, and all"'Jill be
lorliit ira anJ treat ment add°e ang and modity,ng the
(or Itherrccordcfornit,on on a regula rcas The real need is
that
Records also are an area rs to hu for oyateutie basis so
De done, Provf Jr an easel Ienl r Y ( operations.
esperialiy as re s heed on things Aone or to
efficient Way to hreP R rds sla iul Mancr
and useful • i rerorda is to Plan Vroff tans. The ,at
MAY hr quo c'Kld then lr preps re (u tmal on Which At Arts nt,al
Arr• r\xt•
nth rate tAr Aat. 1. d ,n the proper space the infurmalion
with a to hr ulitaill but P ea. Forma not only
xhmlld br���mum IWract6,llly of error provide !or en Orloff them
made at the if
ine tAr Jatt gmisa inn. Rre'n rds
dire•.tll nmtry urd v,lb mnkw are nbUiurA Ay the
R tilt pa rl n'u tar mr. f�,.rs"n
The most nhvlous a,urenrnts.
reaulls, need for record, are in Jahn rat qr
thA xam`I�tfr ma lntenanee Program. g
activityfi texit❑
Provided, with an type of record formd oprnting
1 rl rvch
obtained,ned, esPlanatfon of Where t should he
thehow it a to De measured, he should
can Dr
sAnv data Obtained. This Will includr mild tAe alffniflrsnre of
R Prnrex, Onlrol, saagPl es of the graphs
9
S. AAraaleents with dischargers to the system
A ropy, of each agreement which has been made with the wunirlpal-
fly and a major discharger thould be included. Information
must be available as to the froquenry of dischargr, the &mount
and components of the discharge If pretreatment occurs, or
is :equi--d, details of this action must be included. Parti-
cular attention should be made of toxins, or component% which
will affect lite biological operation of the wa%lrwatoi trvatrei,t .
6. We]rant tea
A copv of each warranty for e.ich pircr of raga ilxm•nt alrtmld to,
filed here, It may or way not be included in the equipsw•ut
manufacturers' parts lists, but for ease of location, a ropy
should be here also.
7. Sewer Ordinance
A copy of the sever ordinance for the muni• ipsl ty must be
here.
8. General Safety
Plant safely cannot he over rmithaxired, There are several
standard texts available, which should he included under A,
above. Those particular safety pcohlemx aswoc salad with this
wantrwaler lot ilily should tor thoroughly illustrated, disrnswed,
.md rxplaturd.
10
Grann Nl er
PART III CNECKLIS'I FOR REVfEV Of COMPLETED OPERATION AND
MAINTfNAN(F. MANUAL
Subject C'overrd
yea No NA I ,,Jesuste___
Table at Contents, Layout
A. Introduction
1. Purpose of Project; statement of
accomplistment, expectations
Relate purpose to NPDES require-
ments
2. Layout of tributaries of plant
Chararteristica exp"led of rsch
major contributor (more than
% of total plait Influent)
3. DraIAu criteria
4. Flow diagram, hydraulic prattle
5. Permit requirements
Copy of P•rnit
P. Unit Process, _ _ unit
I. Purpose and intent of unit
2. (1pProtinx parameters
3. Means of Achievins uperatinA
parameters
Manual operation
Aul osmotic operation
Startup operation
Shutdown operation
Frequency of control
procedure,
Emrrxrncy uperattou
4. Performance Evaluation
5. Safety procedures for unit
11
C. Laboratory Control
1. Summary of tests required
Equipment for each test
Equipment maintenance
Supplies
2. Sampling requirements
Locations
Types
J. Record Aeeptng
Explanation, pirpose
Eaamples, including
process control graphs
D. Maintenance Program
I. Preventive, or regular, system
Importance
Records
Proposed schedule
2. Emergency
). Store room; parts inventory;
equipment ID cards
!:. Genrrol
1. Reference Material
Equptaent manufacturers'
Specifications
Educational material avail-
able by topic
2. Solids Balance diagram, for
total operation
7. Personnel
Operational requirements
Responsibilities
Salary Levels - relationship
to other municipal employees
6. Record Keeping
Accident records
Expenditures, outgo
Revenues, income
Animal report io mauag.menl
12
5. Agrrwnts with dischargers to
system
Pretreatment
6. Warranties
7. Sewer Ordinance
S. General Safety
Revieved by - �— --Date
f.nni Number � Run f cipality
r •n vult rng hug Urrr
13
ENDIRI("R
OF FILE
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