HomeMy WebLinkAboutWTR2700655(1) W-655 WELL #9 - drilling WTR-9 1+
#1 Correspondence
BEGINNING
OF FILE
FILE TITLE
mow
5(f 665
wrRq 04Lto #= (PEF36)
V,Al" LLiNG
AT am tesk
49009TH AVENUE N.W,•SEATTLE eASHING,JND9/079209/793-4700
ANALYSIS REPORT
CLIENT: Clcy of Renton
REPORT TO: Ron Olson DATE REFRIED: 1-7-82
800 Edmonds N.E.
Renton, WA 98056
. LA6orstory Sample No. 48450
Client Sample No. 1 2 3 4 5
Patticle size (m) S by weight
>2.0 2.66 3.19 0.06 6.13 0.01
0.83 - 2.0 ..40 24.4 0.40 2 70 0.55
0.60 - 0.83 1.26 7.06 0.17 1.71 2.70
_0.25 - 0.60 5.18 7.97 5.35 5.33 58.8
0.11 - 0.25 51.9 15.0 79.0 49.0 36.3
0.08 - 0.11 20.7 10.9 6.37 19.5 0.72
MOB 16.8 31.5 6.70 15.3 0.64
Particles leas than 80u Relative percent
>3v 2 0 .. 1 1
3 40 7 5 2 8 7
4 - 6u 4 n 9 13 11
6 - 9u 11 11 17 18 18
9 - 12_ 25 12 15 18 24
12 - 17, 23 18 22 18 21
17 - 24u 9 17 9 14 9
24 - 34u 30 14 yT 5 5
34 - 49u 5 6 3 3 2
49 - $Uu 14 9 1 2 '
REPORTED 8T /r1 a.
OF R,c
,� •lr
u PUBLIC WORKS DEPARTMENT
A
y RICHARD C HOUGHTON • DIRECTOR
MUNICIPAL BUILDING ZOO MILL AVE SO RENTON.WASH WN5
s r" 2D6 15 2569
arF0 SEPt EFVtl
BARBARA Y. SHINPOC14
MAYOR
February 9, 1982
Honorable Barbara Y. Shinpoch, Mayor
Municipal Building
Renton, WA 98055 �
Subject: Professional Services fo
Dear Mayor Shinpoch:
The Puulic Works Department would like to hire a consultant for assistance
in drilling and evaluation of a new water supply well, Well No. 9.
As programmed In our Water Compr�herslve Plan, additional water sources
must be operational by the Year 2000 to provide the City with its total
water supply demand of 25 million gallons per day. tecaose of the con-
siderable time iag between the initial planning and final operation of
a new water well source, we must begin the process now in order to have
a new source well operational by late 1983,
Our request for professional services would include: preparation of plans
and sptcificetions for one or more observation wells; drilling and testing
Well No. 9; assisting the City in filing for Water Rights and coordination
with the Department of Ecology's Cedar River-Sammamish Basin Instream
Resources Protecticn Program.
Because this portion of the total well project involved specialised geo-
technical and ground water professional service which we don't have In-
house, we need to hire outside consultants.
The Well No. 9 Source Development Project is tentatively scheduled below:
1. Hire well drilling, evaluation and testing consultant
Time Perlud ; Months Cost - $15-20,000
Budgeted from systems Development Charges,
2. Contract for well drilling and testing work
Time Period - 9 Months Cost - $30.000
Budgeted from Systems Devriopment Charges.
To: Mayor Shinpoch -2- Febr„ary 9, 1982
J. Hire Well Pump Station design consultant
Time Period 4-5 Months cost $20-25.000
Budgeted from Systems Develcpment Charges
4. Contract for Well Pump Station construction
Time Period 9-12 Months Cost SIS0.000
BudgeteJ from Systems Development Charges
Step No. is requested now, Steps No. 2 through No. 4 will be programmed
as revenue is available.
Very truly yours,
f -
Richord C. Houghton
Public Works Director
REB:jft
Approved:
OF RFC
,t T
i THE CITY OF RENTON
WNiCVALlUtlDINO NO Aell AVE s0 A—,ON,WASH Pam
aR BARBARA Y. SHINPOCH. MAYOR
e
P
rt0 stpleo
MEMORANDUM
to: Dick Houghton DATE: February 22, 1982
MINI: Mayor Shinpoch
Dear Dick:
As A follow-up to the February Ilth memo regarding well -4, approval is
contingent upon availability of resources other than Community Development
fees for the first three phases.
My original (hasty) assumptlou was ltat Cuvncil approval of fundloo
Included the preliminary Hors. It does not.
If HB 1014. eiimirsting municipal right to systnm un ,elopment fees, Is
approvea Yy the Stata Senate, we may not be able to fund the yro}ect at
all this year.
6irbora V, h npuch, Mayor
Sys;hh
OF RF y
i
PUBLIC WORKS DEPARTMENT
RICHARD C HOUGHTON 0 ViRfCTOR
MUNICIPAL BUILDING NO WLL AVE $O PENTON,WASH 90M
P 206 235 :569
rrto StvT s�
BARBARA Y. SHINPOCH
1AMOR
February 24, 1982
Honorable Barbara Y. Shinpoch, Mayor
Municipal Building
Renton, MA 98055
Subiect: Wall No. 9 Funding
Dear Mayor Shinpoch:
Thank You for you m of February 22nd detailinq the revenue
Issues facing the vommunity Developmynt Fees and their Impact on
Well No. 9 funding
I was Incon ect on the funding source for our first phase of srork on
Well No. 9• The consultant services and initial well drilling will
or paid for by Utility Funds ccrried lorwe rd from 1981 • $So,Oon
Is available in Account M401/000/Ig,534.32 1`108).
This funding should allow us to hire a geotechnical consultant;
hire and have drlllad the finvl produc inn woll; have the woll tested,
have water rights filed for and provide the nncessnry backup environ-
mental and Cedar River list-eam flow Information required.
It is our Intent to continue with the process to obtain A geote.hnlcal
consultant with Utlllty Funds, with your approval.
Yours very truly,
Richard C. Houghton
Public Works Director
REhjft
LyF RE
f.
PUBLIC WORKS DEPARTMENT
} RICHARD C HOKHTON • DIRECTOR
(' MUNICIPAL BUILDING 200 MILL.`vi.&0 MINION WASH.BBOBB
e` 206 235 2569
.. y`FO SE PI LMe``
BAR3ARA Y, SHINPGCM
MAYOR
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
REQUEST FOR LETTERS OF INTEREST FOR CONSULTANT SERVICES
The City of Renton Is proposlnq to drill and evaluate the production
capability of proposed Well 09 es a net, domestic water supply for the
Munirinal Water System. Professional services requ'red will consist
of, but are not limited to:
Prepare plans and specificatluns for one or more obsc,vatlon wells,
for do lling and tasting Well 99; assist '.he City in fllinq for water
riqhts and coordinate with the Department of Ecolony, Ceder River -
Sammam;sn Basin. Instream Kosour�es Protection Program,
The City's Fair Practices and Non-Discrimli,ation Policles shall apply.
Letters of Interest must be received by the City of Renton Deportment
of Public Works, 20%) Mill Avenue South, Rarton, WA 98055, no later
than March 22, 1982,
De errs A. Mead, C t C erk
Published:
Daily Journal of Commerce: Ma ch Ist, 1982
Record Chronicle: March Ist, 1982
r o.eoz 107,11
] t .WA:T s.
R eNN�(w, n_nWr
lei oo iS.S3F3�.L3.�8- /Frx- IE' L9P�7
City o Renton
506100
T mm Is n t r cent Interest ^~_ pe (Nnr n,cnlh chRrpeA nn pR+l nu.. ,ctuunU .i
Date Descriptbn Gia es Credtta Balance
Balance Forward
62 •�6td@ rtl,tiaREr_4La !� Letters w,o.. sla 00
CIT OF RG.NTON URTIFICATION
�11iN
eet
jq(I• P �.AUJ'LilVA Q...fin, .. w
IMI 11l YI1�Y n 11.1h it �UM�nln nYli�I.11 lIN
\l.tu. .Ili I. \Y
eei 0 C MY.
Affidavit ofjPublicaltion
STATE OF WASHINGTON l Ya
('OVhTV OF KING I
limbfdg0_ _. �._fra1,$6l0duly.wxrnun
wlh,dapouuM.pethat +d'haathe Chief C1c1'k m
N6 That
NHl'ONO CHNI N.Irgy:,nn%"Krrr pub I%nn anmttime.a
work.Thar add % month.Ix .Irp,newspaper and dIa sox andI,r Attu
for Printed
,hen xla mnmh+ pour m the dal.rf uln"l.rlon ..rrrd I.
"hilkhu,e,.,W hed. thee,,IoKhnt,y in Count, waa hwan..ad It Ir
en. adJ,an,Utlmru wrH lry Kent, in ('ngnh Washlrmolowd tOn,
nor and dnrMY all rd aald❑me xsa t or.dpo.n uThat the O Mrd at the
J ru.10 ppinv Id puhllc.,hla,d ord aewapaper. y or the fthe Nreard
('hmnlrle ha+linen aypm.rd uaRµl new+payrr by llyderef the Superior
Unirl of the(',,.at) In xluch It I.puhll.h. .10 wit,KIM Court" Pu**ft
11'unhlrlaom �'enuhr wn•rse,hnx Mck"6 fe-Shur-LrebYtlPe WTV OF ONTON The 0", 1p lrlr lrkpe
pl a w aor
is Dw""w1""
YIIYY
Off
Mfg HIA
T PIM nmw byw nM RS.
.xit wan pvhlmheJ mrcaulnnunenlnnJ CIS, tp 0 r ='�*3
nn1 m xul'Vlvnlrm form of+xW ram
newnWtM'1,,m.....h tvnur Inr a penral propuerny to Stiff and afaw Nallfek 8A Ma
"'not, Ma pprdyaNyn na wo lain morch >f,
.AW.p of/IgphpY WM low
of 1 .gn.ecurlre lxnuea,rnmmrnemp nn lax ��eYNtY " Gomm ISM
ft
day of h!uCCh .w. 82 ,xndemlmsthc raaM1llfareNM/y� cF��K~�I� aima j9,
a,w O IaY MW a Ism kl Mkfl
�k MOr.kw go lldppf✓yYy
dap r YSMfwtS
1 d.n,+I D:ar011 IV b:. both Jatea yak �aa NM♦fM V15
Inclurlvr and that rUfh nnw.IMlY1 wax mmularl)�d.artuhuted I.J.xu1, slid ef� FR N
ncrthrr. during all of..td period That the full Smug,, of the frr 0% `Nb M %.'aalat
M '1MYwraM�ul1pyyr��p�rmb ww,
charged Inr I" forgomy peLhumon IV the sum of aj6,. CIWhlch .TNr%w+q�
no-heen I-0,n full at roleof perlolatofonrhunJmdwoeda for the etea fMIwS
font Inneruua sod per frdM W mre hundred weed.fin each VMO."goo, �1a111 Aallara.
mrerUnn t
.Chief Clark]_
Sutwcnhed and xwwrn in iclum mr thla d*vof
1. 'Ina to V
Notary f•gWh In a r the t to of King
County
m+Id11m sr IV
Crmnty
4ndar+St iav
Paa.ed hY the Lr.Iaatum.IW.km wnx+4nwre Fldl lxl,effect. e.lun.
Still,Ism
—N•Meen Vr u,Trlepr.ph Co rulea for cuentur, w ode and ft......
aduptrd by the newxpapera of the State
yra.uws won I'm
IIRII.\H 1.1.
1!!a1111N17'T C
11lNTON.W� !p!�
►NON!l/7.Mp
fit) of Rea4on
y0%00
Th"1!A 1 p♦f QMI f11t#r"I pef f XIMh CIMf on p!1'due&Murtts
Date
DefCnPtbn Cha 031v4 Credit® SWance
Balance Fofwarm
754t m, Affidavit of Publication
City of Renton
De►Aernm Urpt'llu'
wrleme
esYuger►oltLknLaa STATE OF WASHINGTON
orumexarrot lt KING COUNTY—SS.
TTt Ully oI tget p
n , xenem,i.pm
Ina m drill an.' pp aluab' the
yrt Im'l1Vn nlN�llll. ( p.
w1.pIp1 N`r as a new donw, The Imrieni,;nrd, on oath stale,that he 1, pan
Wale. xl stem 1�ir t�unklpa authorized roprewnt,tive of The,Daily Journal of Commeroc,
txq,e.rvlda nryuuvdd rnwUl Ni a doily newspapprer, which IKwat>♦Inr fa a al nMW.IHpor
af,Prc nnl tlmlHd to of general c1mulation and It is now and has n for mare
1 oar wri o"r'mn'la m than six months peter to the data ut ppuubbl1l1reyaUon hereinafter
+tale. itir l ,� n•ferod 10, Iwlrll,hrd in the brighsh anguage mntinuoWit
, ae if an a duly newspaper in 44*114, King County, Wash11100",
end It Is now Arai during all e,(Cdd time was print d in u;
office mains "dd at rho shvaw.,d Ian, of publfellion of
tale n.•wapap,r. Ths DO ,, ,uurnet of Commoree wait m the
to day of June, 1941, appeoasd ON a legal 1ewspaper by
Cuprrinr CouH nl mng County,
fd u The notice In the exact form anoelarl, wan 1)hllshed In
iWM jt regular blues ut The Dally Journal of C"mitercl!, which was
yw11tu1 eegularly df,Mhulai to its ,ur<ceiben tlurin,! 'he below
hn! •"r ae' stated period. The annexed rw I,e
A :hAD. ... COUlUlte at Services
I% fig
09 01,
was published an March 1, 11A2
Buba!T^ `W sworn to before me on
,
,fate►eNN%(rn
aobf • 3 8 8?0
Attached t ou W11
FinJ F 1 e )J NoLes For Lic ,(s
of " 114 "2', '3, 08 ,, Proposej
Well '"9, A),5o E ) ev 0 � CeaQr
River
L oos's 1Q4k f
i
A.�1 �`1` MCI y� � JIMI" 5��.► 111
�� L •a. j' /�i.� wet.- rlw.",wr�ir�
• '.1♦ p.A
D.,'.4 47
i
1
� I
1
i
1
i
T o /. tr ,f /. 73
L.rz Air 3 7�
1
1 i !
Loose
wee.•y '.:. ;; Jd•// +' 3
4./ ,C.
i
I
i
r �
a7
j —T
TP
ili i � # Er�dr iweo Az
7
t �
� t
a � 9
i
�yyz
t t Cecor Riyer
I arx
milers
edor Riycr
g
• i PT000se d We>>
f
J
P. 0 Ncgo,n
i
rt
rl'T
Sta t AS - Elc
5 � Cor 5° XS/° Gonc
6.66; Planttr B"y For, L ibcr�y Yo.it P.l
w- side Na +scrwayN Af
i
Swimming Pool 1
Tfol I
1 6g Y/. 7
I '8 l96 `39.76; set B.M 1rr S.vJFsterly Face
r T ffrc
�/" I
C O.C6 3'7& 0,�. C'n. Gc%�r'�Iy For s.Ro ad
E. Of h' h' 4r1{ �ln7t/.r?SSl�y
I Fa/ iYJ Tir�a Cr664./P B•X Fi. //au-fe�'
i sc%r A' • l '�C�lum/� S.of JYJ,1/0 CrabiRfbrx
. I✓oe d65�3 ZLri
K fid 91 NgAx/a/S/G# Sekll
Bourd TrofFic-Bloc
�r`3 I 0.631321
8.51 -IY770;
rP df y
2.3d�YS 3G� i
3 69Iy9.05� I ` ,
i
d
� I 1
JOJl'3 i
�4 ��' I I dd
6/. ffix�l3Lc/9 � �
,y.V y 101,23 4fvif43S
of �1fIM1 wC�} all S
�S pafasrt�� : 'S crulpax�ay� !s&'sl109"S % $
�p doj vo I i
10 do
ro}alb ZX;/xo/ f� ?'S 1
I..V jm�py 10
Q'p '5 Aal9purOi eff 069
T �TJ
1i 1
CONCEPTUAL PROGRESS PLAN
I ORGANIZE EXISTING DATA Week
SET RECORDER ON TN-6
i
I �
II MANAGE CONTROLLED TESTS
OF WELLS T, 2 d 8 Wrk I
DETERMINE FIELD RESPONSE
AND RIVER RESPONSE
III ANALYSIS
OCviccs Ir.:crelation? Week
Gray Area? 3
No Int erela tion? C
IV DECISION MEETING
{
V SCOPE DRILLING NEAR TR-g Week
IIl
Shallow Aquifer? W eek
Deep Testing? 4_
t f
V I DRILL AND TEST Weeks 7 - 10
f __ yI
V II REPORT I I Week I
_ 11
CITY OF RENTON "WELL 9' PROJECT ROBINSON & NOBLE. 14C.
uarex
AREQUIRES CI7V PARTICIPATION
'REOUIRfS USGS COOPt RATION
/ayar
1 x,�• w.0 b�ls-
4T
PUBLIC WORKS DEPARI MENT
DESIGN/UTILITY ENGINEERING 235-2631
✓R MUNICIPAL BUILOINO 200 MILL AVE.$0. RENTON,WASH.90055
b'
P
cEPTE INTER-OFFICE MEMORANDUM_
BARBARA Y. SHINPOC•-
MAYOR
Date: March 24, 1962
To: Dick Houghton
Ron Olsen
Don Monaghan
Subject: Well r9 Proposals
Proposals were received from:
LkS Engineering - Hart-Crowser Joint Venture
HCWL Engineers - Shannon & Wilson Joint Venture
SEA Engineers - Shannon & Wilson Joint Venture
J. R. Carr Associates - Blazier Engineering Joint Venture
CH2M-Hill Engineers
Reid, Middleton & Associates
Bell-Walker Engineers
John Ewing & Associates Engineers
Robinson & Noble
Brown and Caldwell
Rh2 Engineers - Hart-Crow>er Joint Venture
ST Engineers
Converse Consultants
Perhaps we can meet quickly and cut this down to three people for
final selection. Let's try Monday afternoon to prepare our short
list and final review process.
—2`1
REB:jft
OF RA,,Y
v
z
R
PUBLIC WORKS DEPARTMENT
DESIGN/UTILITY ENGINEERING 0 235-2531
F MUNICIPAL BUILDING 200 MILL AVE.50. RENTON.WASH.955
MAP
1lEn SE ytE 80
BARBARA Y. SHINPOCH
MAYOR
Date: March 31, 1982
To: Dick Houghton
From: Bob Bergstrom
Subject: Well No. 9 Consultant :election
Dick, after a short meetino ,,,, Tur.day, our consultant selec-
tion is:
Short List
R112 Engineering
Robinson 5 Nobel
CH2M Hill
If this is acceptable, I would like to notify the three short
list consultants for a meeting next week.
Thanks!
L,
REB:Jft
1
. i
-3, ro•el �3/�d2 Pv �I�� l�o,y yl+� I'��..el+-„>2 P�%4:w�'S.
INTRODUCTION OF PROJECT TEAM
RH2 ENGINEERING, P.S. / HART CKoSER
Project Manager . . . . . . . . tick Harbert
Project Hydrogeologist . . . . Matt Dalton
Technical Review . . . . Mark Utting
Ron Heinke
Staff Hydrogeologist . . . . . Lori Herman
PROJECT APPROACH
1. EVALUATE WHAT 1S AVAILABLE
A. Analyze existing data geology and hydrogeology ,
1, Original test to size the pump
B. Retest Well B with existing and at least one more observation
wells
C. Strategy (go - no go)
Z. CONVINCE DEPARTMENT OF ECOLOGY OF CAPACITY TO EQUIP WELL
A. Need technical presentation to Department of Ecology
B. Have excellent relationship with Department of Ecology - Auburn
( . Our analysis, methods, and computations
?. DRILL A PRODUC-. 4LL
A. Location
B. Specificatic, for bidding
C. Number of observation wells
U. Depth, diameter, screen size, etc.
E. Geologic log
F. Pump testing program
G. Analyze for yield
H. Short versus long-term effects
1. Also drill deeper observation well
6. ALTERNATIVES AVAILABLE
A. Interruptible right
B. Management plan
C. Future use of information
D. Deeper strata
WHY SELECT US?
Direct experience - numerous projects
Understand the situation/approach
Technical expertise
Full range of capabilities
Effective in coarunication
M 0 -
CHM RILL NORTHWEST Hater Well Experience
GIM DIAMETER DEPTH F01s1ATION
Bieber, CA. Drill program; 2 Yells 75o ea 16' 100• Alluvium
Umatilla, OR. 2 wells 1,500 ea 20' 1,200' Basalt
Wenatchee, WA. 4 wells 10,003 ea 1-20' 220' Alluvium •
3-30'
U.S. Gypsum (Pilot Rock). 1 well rehal 1,500 16' 1,500' Basalt
parks. � WD, OR. Drill program; 2 wells 1,500 16' 5D0' Alluvium
in progress
Rockwell, No, OR. Drill program; 2 wells 1,500 ea 16' 500' Alluvium
Grant Co,u,ty PUD (Priest Rapids) VA. 2,000 ea 16' 50' Allweims
Drill program; 5 wells
Tulalip Trihes, WA. Drill program; 2 wells .-a 12' 180' A1lwi;m
Quincy, WA. i well (design only) 2.200 16' 900' Basalt •
Crown. Zellerbach (Omsk) WA. Drill program;
2 wells 0,000 ea 20' 75' Allwiw
Lincoin City, OR. Drill program; inflation
gallery (in progress) i,r.00 - - Alluvium
F MICHAEL KRAUTKRAMER
Education
B.S. (Geology) University of Wisconsin, Oshkosh Campus (1971)
Graduate Studies (M.S. pending) University of Washington
(1971 - 1973)
Professional Registration_
Licensed as Professional Geologist , State of Oregon (No. 322)
Experience
Geologist for Mobil Oil (1972)
Geologist for State of Washington, Department of Ecology
(1973 - 1974)
Geologist for Moody Associates (1974 - 1975)
Geologist for U.S.G.S. (1975)
Geologist for Robinson & Noble, Inc. , (1975 - present )
Mike is a very well rounded geologist fully capable of all
phases of drill supervision, aquifer analysis and theoretical
hydrology. He has a solid background in computer modeling
of aquifers with a full understanding of the uses and limita-
tions of the computer system. Since Joining Robinson & Noble,
Inc. , Mike has supervised the drilling of about 60 water wells
and test wells. He was also primarily responsible for setting
up the monitoring program of the Trident aquifer and was the
chief data collector during the start-up phases of construction
dewatering on that project.
Mike has a special skill which is interpreting drill-cutting
returns from mud-rotary drilling. Geologic logs from this
•vpe of drilling are very difficult to provide because of ex-
treme sample disturbance. Mike is able to figuratively put the
samples back to original shape and produce an accurate log.
Pq*j0f04j5 w0.t�j '�)
JOHN B. NOBLE
President, General Manager
Education
A.S. (1952) Washington State College (now W,S.U. ) Agriculture
B.S. (1959) University of Washington, Geology
Graduate Studies (1960) University of Washington, Geology
Professional Registration
Licensed as Professional Geologist, State of Idaho (No.108)
Association of Engineering Geologists - Section Chairman 1980-81
Experience
Geologist (President and Manager), Robinson & Noble, Inc.
(1977 - present)
Geologist (Vice President , Manager), Robinson & Noble, Inc,
(1972 - 1977)
Geologist for Robinson & Roberts (1964 - 1972)
Geologist for Washington Stat,c Division of Water Resources
(now Ecology), 1960 - 1964
Mr. Noble began his professional career in Kvologic-hydrologic
mapping for the State of Waahington. Upon Joining the consulting
firm he developed well-de.,ign expertise under John W. Robinson and
helped reform the company. Noble has special ability at making
contracts work for all concerned, keeping projects moving and
bringing them to a solid conclusion.
Mr. Noble has performed numerous well field and aquifer
studies. He has provided complete hydrological studies on many
basins. Most of his experience has been in the Intensely complex
unconsolidated deposits of the glaciated Puget Sound Lowland.
This experience has allowed him to work with a great variety of
hydrologic systems and testing methods.
Mr. Noble's breadth of experience in the field aspects per-
formed by the company enable him to provide thorough direction
on projects being performed by the staff at any time. He makes
every attempt, as time allows, to continue performing most
phases of s)te field work.
He has four technical publications in his bibliography and
has produced several hundred technical reports.
JEFFERY H. RAM>ALL
Ground-water Hydrologist
Edu'at ton
Ph.t.. Candidate, University of Arizona, 1982
M.S., Hydrology, University of Arizona, 1974
B.S., Geology, Indiana University, 1971
Ea-ferience
Mr. Randall has been responsible for the organization, supervision, and
data analysis of numerous ground-water engineering and hydrology projects
for municipal, agricultural, industrial, and mini,- clienta. Studies
have includ d ground-rater resource evaluations, aquifer test analyses,
production and dow tering well and wall field designs, ground-water qual-
ity and monitoring studies, aeepe,e analysis, and environmental iapact
assessments. He is also the firn•s senior grouni-water modeler.
Before joining CH2M HILL in 1g78, Mr. Randall was in -h.;rge of projects
studying the ground- and surface-water quantity and quality and computer
mcdaLng of two basins in southern Arizona for the Arizona water Resources
Research Center. He also de,alopod and applied hydr c tracing tech-
nology using trees volatile organics in ground- soy wte-water systems,
as a Graduate Associate in Research with the Depart. of Hydrology and
Hater Reaources, University of Arizona.
Recent projects Mr. Randall has worked on include,
o Hylrogeologic investigation, test-well design, drilling manage-
ment, aquifer pumping tests, and production well field design
for a 11,ouo-gpm alluvial aquifer ground-rater supply for the
Grant County PUD fish hat ',ery at Priest Rapids Dam, Washington
o Wall design, specifications, and pumping tests and analysis of
high-capacity wells for municipal well field developments for
the City of Umatilla, and Rockwood and Parkrose Meter Districts,
Oregon, and the City of Quincy, Washington
o Regional hydrogeologic investigation and wall rehabilitation,
including acidization and deepening, drilling management, and
aquifer pumping tests and analysis for U.S. Gypsum in Pilot
Rock, Oregon
o Hydrogeologlc site investigation, including location and design
Of 16 monitoring wells, drilling management, one data analysis to
quantify impacts of disposal practices on ground-water quality
for Atlantic Rlchf'eld Company, Cherry Point, Washington
rlhl
JEFFERY N. RANDALL
o Ground-Water impact assessment of the proposed Northern Tier
Pipeline, including the quality affects of ground-water and
oil mixtures for the Washington Energy Facility Site Evalua-
tion Council
o Hydrogeolo,ic landfill site evaluations, ground-Water ami-
toring network design, mid data analysis of the St. Johns
Landfill, Durham, S.E. 106th and Division, and Wildwood sites
for Metropolitan Services District (HMO) , Portland, Oregon
o Regional ground-water quality modeling for Livermore-Amador
Valley Water Managament Agency, Pleasanton, California
o Hydrogeologic site evaluation and winter quality analysis of
existing groundwater conditions to evaluate Impacts of munici-
pal effluent enhancement of marsh habitat in the Carson Valley
for Incline Village, Nevada
c Ground-Water quality Impacts assessment and saturated and un-
saturated sons monitoring network designs for forest-land slui4e
application projects for the City of Bremerton, Washington,
and Seattle Metro
Hydrogeological assessment and ground-water monitoring network
design for the Cit( of Spokane North and South landfills
o Baseline ground-water assessments, including quantity and qual-
ity for Noranda Mining Company, General Crude oil Company, and
Utah International Incorporated in California and Oregon
Membership in Organisations
American Geophysical Union
National Water Well Association
Publications
Hydrogeology and Water Resources of Kirkland Creek, Yavapi County,
Arizona, M.S. thesis, University of Arizona, 1970.
Ra .all et al. Chlorofluorocarbons as Hydrologic Tracers. a New Technol-
ogy, Hydrology and Water Resources in Arizona and the Southwest, Vol. 6,
1976.
Randall at al. Determining Areal Precipitation in the Basin and Range
Province of Southern Arizona-Sonoita Creak Basin, Hydrology and Water
Resources in Arizona and the Southwest, Vol. 6, 1976.
rlh2
JEFFERY N. RANDALL
Randall at a: . Tracing Sawga Effluent Recharge. Tucnon, Arizona, Grourd
Water, Vol. la, No. 6, 1976,
Randall at al. Suitability of Fluorocarbons as Tracers in Ground-Water
Resources Sraluation, National Technical Information Service, Fa-277
488, 1977.
rlhl
U.S.DEPARTMENT OF LABOR
EMPLOYMENT STANDARDS ADMINISTRATION
Orr"of r o&fal Coarrw ComPlunce Proarms
�/1�F�'','�\/1/
Seattle Area Office �
414 Olive Way - 4th Floor -�'/
Seattle, Washington 98101
October 7, 1980
Mr. Lyle Hassebroek
Regional Manager
CH2M and Hill, Ir -porated
1500 - 114th Avenue SC
Bellevue, Washington 99004
Dear Mr, Hassebroek:
Our compliance review of your fim's equal employment opportunity policy
and practices has been completed.
We have found no apparent deficiencies in your a`firmative action
program, so the program is being accepted. This acceptance may be
modified by the Assistant Regional Administrator, or by the Director,
OFCCP, within 45 days of his receipt of this letter.
This determination does not preclude a subsequent finding of noncom-
pliance should your Hem deviate substantially from the commitments set
forth in the affirmative action plan.
Sinrre
,,....Willie C. Christian
Area Office Director
Section
AFFIRMATIVE ACTION
CH2M HILL maintains active and effective affirmative action
programs as outlined in the following policy statements by
President Harlan Moyer. Those affirmative action plane for
1979 and 1990 were audited by the U.S. Department of Labor,
Office of Federal Contract Compliance Programs. This detailed
and exhaustive review of the firm's equal opportunity policy
and practices found no deficiencies in our affirmative action
program%. A copy of the acceptance letter from the Office of
Federal Contract Compliance is included for your review. We
would be pleased t ., provide you with a copy of these complete
program documents upon request.
CH2M HILL also has an active program to involve small,minority,
and woman-owned firms in our project activities. As of 1900,
we had established contractual relationships with 20 different
minority firma on about 30 projects, with approximately $3.2
million in fees going to those firms. These efforts received
national rscogni.ion and were presented as a model by the
U.�. Environmental Protection Agency's Management Advisory
Group.
t
t
1
NEIL M.GEITNER
Mr.Geitnet has served as senior investigator on numerous projects,
including:
• Eagle River water supply study for Municipality o, Anchorage.Alaska
• Nooksack Basin hydropower reconnaissance studies
• Powerplant siting studies
• Water resources analyses including thermal& •rges,hydrulogy,and
water quality
• Environmental assessments for various facilities
• Environmental assessment and conceptual design of fishwaysat Conowingo
Dam or the Susquehanna River
Professional Engineer Registrati m
Massachusetts,Pennsylvania
Memba rshiT in Organizations
American Geophysical Union
American Society of Civil Engineers
Water Pollution Control Federation
Papers and Publications
"Analysis of Engineering Alternatives for Environmental Protection from
Thermal Discharges."State of Washington Water Research Center. Pre-
pared for the Water Quality Office.U.S.Environmental Protection Agency.
March 1973.
"Systemstic Methods of +ower Plant Siting Studies."With Kenneth R.
Broome.American Nuclear Society.1974,
"A Method for the Quantification of Aesthetic Values for Environmental
Decision Making."With W,R.Jones,G.R.Jones,I.Jones,B.Gray,B.Parker,
J.Coe,and J. Burham. Nuclear Technology. April 1971
"Small Scale Hydro as Related to Water Utilities."Presented to Chesa-
peake Section, AWWA.September 1980.
■NEIL M.GEITNER
Water Resources Department Manager
Education
M.S.E..L'—ersity of Washington,1969
B.S.,Mechanical Engineering,California State Polytechnic College.
1965
Doctoral Program in Water Resources,University of Washington,1973
Experience
Mr.Geitner is manager of CH2M HILL's water resources department.He
supervises a staff of professionals with abroad range of exper ice and
capabilities in water resources,including water quality,storm and urban
drainage,hydrology,water supply,flood studies,dam safety,irrigation
and drainage,hydropower,and hydraulic structures.Typical projects
under his administrative control include:
• Preparation of dam safety reports for the U.S.Army Engineer District—
Seattle
• Rev'ew of draft dam safety reports for the U.S.Army Engineer District—
Seattle
• Site drainage studies for Hewlett-Packard Co,
Typical projects Mr.Geitner has managed include:
• Small-scale hydropower feasibility study for five sites on the lower
Millers River in Massachusetts for the Massachusetts Municipal
Wholesale Electric Company
• Small-scale hydropower reconnaissance study for the Hamilton Street
Dam on the ehigh River,for the City of Allentown,Pennsylvania
• Comprehensise Water Quality Management Plan(CCIWAMPj for 7-
county area 13 river basins)in south-central Pennsylvania for the Penn-
sylvania Department of Environmental Resources
• An open-end contract for the U Armv Engineer District.Baltimore.
Maryland,including geotechnical studies.aerial photography and
mapping,river surveys,water conservation studies,and preparation
of flood information brochures
S
1 • Engiie+,ring input to a series of fossil and nuclear siting studies for
2 Illinois Power Company
8
1.
CH2M • •
:HILL
x ua,t�a.
April 7, 1982
S799.61
Mr. Bob Bergstrom
City of ,`enton
Departmen- of Public Works
200 Mill Avenue South
Renton, Washington 98055
Subject: Professional Services for Well No. 9
Dear Bob:
Collie Martin, Jeff Randall and I appre,;iated the oppor-
tunity to discuss with you and the other members of the
Selection Committee our approach to developing your next
well. We believe that the approach outlined in the
meeting (listing attached) will provide you with a cost-
effective and technically complete development plan for
your next supply increment. Also enclosed is a revised
list of recent well projects by C112M :TILL. The previous
list had edited out some important information.
We look forward to serving Renton on this assignment and
await your positive response.
Sincerely,
Neil M.f3ei ner, , a 4ger
Water Resources Department
jcu
attachment
beat dike
.q't�Api k,.-... I i n. ...,— N,ph•nyp..,.w.o :.,r,I ..' .
• o
WORT( PLAN OUTLINE
Renton, Washington
Well No. 9 Development
1. Review existing City data: well logs, pumping records,
water levels.
Review other data from files of DOE.
2. Set up recorders on Well 8, observe well, river, for
plus,/minus one month to get qualitative river/aquifer
interaction.
3. Simulate mutual interference between wells 1, 2, 3, 8
and hypothet:zal Well 9, plus assumed river influence.
9. Design production well (f9) and observation well or wells.
5. Drill observation wells. Hydrogeologist making detailed
geologic log.
6. Drill production well.
7. Equip observation wells with recorders.
B. Plus/minus 72-hour pupping test and II-hour recovery.
9. Analysis
o Detailed stratigraphic analysis
a Stream/aquifer analysis
OF. RFC
T
PUBLIC WORKS DEPARTMENT
1.
DESIGN/UTILITY ENGINEERING y 235-2631
�.f MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON.WASH.98065
01
\rEn SEOT INTER-OFFICE MEMORANDUM
fM`
BARBARA Y. SHINPOCH
MAYOR
Date: April 14, 1982
To: Richard Houghton, public Works Director 'r
From: bob Bergstrom, Engineering Supervisor
Subject: Well No. 9 Consultant Selection
Dick, after our selection committee discussions and ratings on
Tuesday, April 13, 1982, Ron Olsen, Bob Bray and myself, together
with Don Monaghan, rated these consultants:
First: RH2 Engineers/Kart Crouse
A Joint Venture
Second: CH2M-MIll
Third: Robinson L Nobel/Gardner Engineers
A Joint Venture
With your permission, I would like to begin fee negotlatlons with
RH2 Engineers next week.
Thank youl
i _
REB:jft
of RFti
} z PUBLIC WORKS DEPARTMENT
_ DESIGN/UTILITY ENGINE. "NG 0 235-2631
g MUNICIPAL BUILDING 200 MILL AVE.110. RENTON.WASH.90M
e
P
'eo SEPSEWe
BARBARA Y. SHINPyCH
MAYOR
April 14, 1982
RH2 Engineering
1410 Market Street
P.O. Box 1180
Kirkland, WA 98033
Attention: Mr. Richard H. Harbert, P.E.
Subject: Well No. 9 Consultant Selection
Gentlemen:
Thank you for your submittals for professional services on Well
No. 9. Your firm has been selected as the Primary firm for the
City of Renton to begin negotiations.
Please contact this office to set up a meeting for negotiation
of the fee.
Very truly yours,
Robert E. Bergstrom, P.E.
Engineering Supervisor
jft
MLngineewing
May 7, 1982
S1082.00
City of Renton
200 Mill Avenue South
Renton, Washington 98055
ATTENTION: Mr. Robert E. Bergstrom, P.E.
Engineering Supervisor
SUBJECT: Well No. 9 Contract for Engineering Services
Dear Mr. Bergstrom:
This letter contains the proposed scope of work and fee estimate for
drilling Well No. 9 and an observation well for the purpose of increasing
the City water system supply capability. Based upon previous meetings,
it was concluded that the best procedure to use is as follows:
1. Drill a deep (approximately 300 to 350 feet) observation well
east of Vell No. 8 and its observation well .
2. Perform logging of this well to determine the extent of water
bearing strata in zones below 100 feet of depth.
3. Evaluate data from the observation well to assist in designing
Well No. 9.
4. Design and develop a production well (Well No. 9) for as much
yield as possible up to a maximum of 3,500 gpm.
5. Test pump Well No. 9 for th« purpose of obtaining a data to
support the maximum acceptable water right th,, will be
requested from the Department of Ecology.
6. Assess the effects of prolonged pumping on the Cedar River
and existing Wells No. 1, No. 2, No. 3, and No. B.
7. Present the City's "best case" in report form to the Department
of Ecology for obtaining a water right with thr maximum
acceptable yield.
1410 Market Street,P.O.Box 1180,Kirkland,Washington 98033(206)827-6400
City of Renton
May 7, 1982
Page Two
This procedure will result in the most benefit to the City in terms of
maximum amount of water and flow rate for a particular cost. A
significant risk element that the City will take using this procedure is
the moderate increase in cost for a larger diameter well than would be
necessary under the current RCW 'Revised Code of Washington), since the
instream resources protection program RCW would currently only allow
approximately 1 ,5DO gpm, in our opinion. However, we believe it is
appropriate for the City to accept this risk since it appears that the
aquifer will support high flow rates. Further, the acceptable well
production rate and water right will probably be established following
determination of the hydraulic significance between the Cedar River and
Well No. 9.
SCOPE OF WORK
The following scope of work utilizes the above procedure:
Task 1: Collect, Compile, and Review Existing Hydrogeologic Data
This task consists of collecting, compiling, and reviewing readily
available hydrogeologic data for the area within one-half to one
mile of Liberty Park, including data on existing Wells No. 1 , No. 2,
No. 3 and No. S. The information obtained during this task will
provide basis for locating Well No. 9 and the observation well,
evaluating the hydrogeologic system in the vicinity of Well No. 9,
and assessing the impacts on the system of pumping 3,500 gpm from
Well No. 9.
Sources of data will include Washington State Water Supply bulletins,
well logs on file with the Washington State Department of Ecology,
the United States Geological Survey, and the record files of the
City. The data will be reviewed and geologic cross-sections will
be constructed showing pertinent subsurface geologic and hydrologic
relationships.
Task 2: Prepare Cont act Documents for Drilling of the Observation
Well and W, .1 No. 9. Assist the City Staff in Retaining
a Dril'i�v Contractor
This task consists of defining the limits of the drilling contractor's
work regarding the observation well and Well No. 9, the production
well. It is anticipated that the contractor will be retained
from a small work roster (pending verification of the City's
statutory cost limit by the City's attorney). Assistance in
contractor selection would be based on qualifications, availability,
and cost.
City of Renton
May 7. 1982
Page Three
cask 3: Drilliny of a Deep Observation Well
This task inc''ades design of the deep observation well and logging
and evaluation of the geologic data obtained during drilling of
the deep observation well .
Task 4: Well No. 9 Design, Data Logging, and Observation of Screen
Installation
Preliminary design of Well No. 9 would be accomplished prior to
drilling the deep observation well. The preliminary design would
be modified as necessary based on data lugged during drilling of
the observation well and Well No. 9. The screen would be sized
based upon the geologic log and gram size analyses of selected
samples. During drilling of Well Nc. 9, an experienced hydrogeolo-
gist will collect data and observe eaterial from the stratas
penetrated. The screen installation will also be observed.
Task 5: Pumping Test of Well No. 9
After the well has been developed, a pump test lasting up to 40
hours will be completed. Pump testing will be conducted in three
steps.
1) Pumping to firish development and to determine a long-terns
pumping test rate (up to 8 hours).
2) Long-term continuous pumping test to evaluate the long-term
well yield (up to 24 hours), and
3) Step-testing to evaluate well efficiency (up to 8 hours).
During pumping, a hydrogeologist will be present to take yield
and drawdown measurements from Well No. 9 and the observation
wells. We also propose that, near the end of the test, a water
sample be taken and an analysis in accordance with requirements
for a Class I water system be completed.
Task_6: Hydrogeologic Analysis and Report Preparation
Upon completion of the Previous tasks, the geologic and pump testing
data will be analyzed and a report will be prepared to include the
following:
1) Well location map
2) Geologic log of the strata penetrated during drilling
City of Renton
May 7, 1982
Page Four
3) Detailed drawing showing the "As Built" well
4) Geologic cross-sections, showing the relationship of Well
No. 9 to the other wells and Cedar River
51 Pumping test results
6) Estimated long-term well yield
7) Evaluation of well efficiency
8) Assessment of well interference effects
9) Assessment of the effects of pumping Well No. 9 on the
Cedar River
10) Recommendations for further work if appropriate
Task 7: Coordinat'on with the Department of Ecology in
Obtain+ng a Nate p.. It
Assist the City in obtaining a water right by filing an
application with the Department of Ecology, providing support
information,and attending meetings with the Department of
Ecology as necessary.
Task 8: SEPA Compliance
Initiate the SEPA process by filling out an Environmental
Che,klist and a Proposed Declaration of Non-Significance, if
appropriate. Draft responses to commenting agencies where
applicable. Coordinate compliance with other SEPA procedures
as necessary.
FEE CONSIDERATIONS
Our fee has been developed on the basis of using a fixed fee for as much of
the work as possible, since that is the City's preference. Tasks 1 through
6 have been well defined,and the level of effort to accomplish those
tasks has been estimated. The resulting fee estim,te for accomplishing
Tasks 1 through 6 is S17,335, including expenses.
The level of effort necessary to complete Tasks 7 and 8 is very difficult
to predict accurately. In order to work on a fixed fee basis, we have -rode
a reasonable e,`,te of the fees needed to accomplish Tasks 7 and 8 by
City of Renton
May 7, 1982
Page Five
restric,ing the number of meetings with the Uepartment of Ecology to a
maximum 3f four meetings and also a liniit oe 40 hours of the Project
Engineer and the Project Hydrogeologist combined total in preparation for
and in response to meetings with the Department of Ecology. Further,
preparation of additional SEPA documents beyond an Environ.,ental Checklist
and Declaration of Hon-Significance has not been included in our fee
estimate. We would, therefore, suggest a fee of $3,400 for accomplishing
Tasks 7 and 8 on a fixed fee basis providing that, if additional efforts
beyond those described are necessary, then the fee for Tasks 7 and 8 will
be adjusted accordingly.
As an alternative, if the City would prefer to accomplish Tasks 7 and 8 on
a time and expense basis, the rates for services provided by RH2 Engineering
or Hart Crowser, our subconsultant, would be those shown in Attachment A.
AUTHORIZATION TO PROCEED
If the scope of work, fee basis, and fee estimate are acceptable, acceptance
of this proposal can be provided by signing the Authorization for Professional
Services included as Attachment 8, retaining a copy, and forwarding the
.riginal to us.
We would like to expr -ss our thanks for the opportunity to submit this
proposal for the dev, l,.p,nent of Well No. 9. Please contact me at your
earliest convenience if there are items of this proposal which you would
like to review.
Sincerely,
RH2 ENGINEERING, P.S.
Richard H. Harbert, P.E.
President
RHH:1 re
Attachments
1982 SCHEDULE OF GENERAL CONDITIONS
1. AUTHORIZATION TO PROCEED
Signing the Authorization for Professional Services Form shall be
construed as authorization by CLIhNr for RH2 ENGINEERING, P.:(. to
proceed with the work as described In the SCOPE OF WORK stated in
the Authorization for Protessional Services, ufless otherwise
provided for in the Authorization.
2. CLIENT FURNISHED INFORMATION
The CLIENT is responsible to provide, by map or drawing, a description
of the property, its location and the location of any burled utilities
or structures. R112 ENGINEERING, P.S. will not be liable for damage
or injury arising from damage to subterranean structures (pipes, tanks,
telephor cables, etc.) which are not called to attention and correctly
shown o, he plans furnished to RH2 ENGINEERING, P.S., in connection with
the work ,,artormed.
3. RIGHT OF ENTRY
Unless otherwise agreed, RH2 ENGINEERIN . P.S. will bo furnished right-of-
entry on the land to make necessary s, +eys, etc. RH2 ENGINEERING, P.S.
will take reasonable precautions to minimize damage from use of equipment,
but has not included in its fees the cost for restoration of damage which
my result from these operations. If the CLIENT desire@ to restore the
property and/or Improvement to same to their former condition, R112 ENGINEERING, P.S.
will accomplish this and add the Cast to its fee.
4. OWNERSHIP OF DOCUMENTS
All drawings, designs, specifications, notes, data, samples, materials,
report reproduclbles and other work developed by RH2 ENGINEERING, P.S.
are instruments of service and as such remain the property of RH2 ENGINEERING, P.S.
The CLIENT agrees to hold harmless and indemnify RH2 ENGINEERING, P.S. against
all claims, demands, losses, penalties, or damages; including attorney fees
arising out of the unauthorized use of theme documents.
5. WORKMEN'S COMPENSATION INSURANCE
RH2 ENGINEERING, P.S. 10 protected by Workman', Compensation Insurance
as required by the applicable state statute.
b. PUBLIC LIABILITY INSURANCE
This item relates only to Public L�.abtlity and not Professional Liability.
RH2 ENGINEERING, P.S. 1s protecten by Public Liability Insurance to a
maximum of $500,000 :,.mbined single limits for bodily injury and property
damage liability and wi't furnish certificates thereof upon request. Within
the limits of said insurance, R112 ENGINEERING. P.S. agrees to save CLIENT
harmless from and against loss, damage, injury, or liability arising directly
from the negligent acts or omisalons of Stmelf, its employees, agents,
subcontractors, and their employeea or agents. If your CLIENT's contract or
purchase order places greater responsibilities upon RH2 ENGINEERING, P.S.
or requires further insurance coverage, RH2 ENGINEERING, r,5 , if specifically
directed by CLIENT, will take out add_tiunal insurance (if procurable) to
protect itself, at CLIENT's expenue, but R112 ENGINEERING. P.S. shall not
be responsible for property damage from any cause, including fire and
explosion, beyond the amounts and coverages of its insurance.
7. PROFESSIONAL LIABILITY INSURANCE
This item. refers only to Professional Liability and not Public Liability.
RH2 ENGINEERING• P.S. will use that degree of care and skill ordinarily
exercised under similar circumstances by members of the profession.
No warranty• express or implied, is made or intended by its proposal
f•,r consulting services, by Its furnishing oral or written reports, or
b, its observations of work; however, should any of Its professional
employees be found to have been negligent in the performance of
professional services. CLIENT agrees that the maximum aggregate amount
of CLIENT'S recovery against RH2 ENGINEERING, P.S. and/or said professional
employees shall bt limited to the amount of the fee paid RH2 ENGINEERING• P.S.
for professional services as outlined In the Schedule of Rates or $50.000.
whichever is greater. In the event the CLIENT does not wish to limit
R112 ENGINEERING, P.S.'s professional liability to this sum, the limit
can be rafaed to $1,000,000 upon the CLIENT's written request provided
that the CLIENT agrees to pay for this increase an additional consideration
of 5% of RH2 ENGINEERING, P.S.'s total fee or $500, whichever is greater.
This charge will in no way be construed as being a charge for Insurance
of any type but will be increased consideration for the greater risk
involved in performing work for which there would be increased limitation
of liability.
In the event that the CLIFNT makes a claim against RH2 ENGINEERING, P.S.
at law or otherwise, for any alleged error, omission. or other act arising
out of the performance of its services, and the CLIENT fails to prove such
claim or prevail in an adversary proceeding, the CLIENT shall pay
RH2 ENGINEERING. P.S. all expenses incurred by RH2 ENGINEERING, P.S. in
defending such claim including but not limited to reasonable attorney fees,
witness fees, reasonable charges at current billing rates for time devoted
by RH2 ENGINEERING, P.S.'s principals and personnel, document duplication,
organisation, and storage costs• taxable court costs• travel and
subsistence.
The CLIENT is responsible to review RH2 ENGINEERING, P.S.'s reperts and
recommendations and appropriately use the information and recommendation,
and to not disregard or deviate from same without written notice to
RH2 ENGINEERING• P.S. itemisinR all changes. RN2 ENGINEERING• P.S. is
available by arrangement to review CLIENT's plans, or CLIENT's construction
plans and specifications• but such review shall only be for compliance
with RH2 ENGINEERING# P.S.'s findings and recommendations unless specific
arrangements are made otherwise.
H. COST ESTIMATES
Any cost estimates provided by R112 ENGINEERING• P.S. will be on a basis
of experience and Judgment, but since it has no control over market
conditions or bidding procedures, RH2 ENGINEERING, P.S. cannot warrant
that bids or ultimate construction costs will not vary from these coal
astimatea.
9. PAYMENT, INTEREST, COLLECTION
Invoices will be submitted ones a month for services performed during
the rior month. Payment will be due within 30 days of the invoice dale,
interest will be added U accounts in arrears at the rate of
one-and-one-half (1%%) of the arrearage of each month of deliquency
not to exceed the maximum annual percentage rate allowed by law.
All expenses incurred for liening or .:ollecting any delinquent amount,
including but not limited to reasonable attorney's fees, witness fees,
reasonable charges at current billing rates for time devoted by
RH2 ENGINEERING, P.S.'s principals and personnel, document duplication,
organization and storage costs, taxable court costs, travel and
subsistence, shall be paid to R112 ENGINEERING, P.S. in addition to the
delinquent amount. If at any time, present or future, the State of
Washington, County, City, or municipality assesses a sales or use tax
upon RIQ ENGINEERING, P.S. for any of the services, supplies, or other
work performed by RH2 ENGINEERING, P.S. and/or its subcontractor. under
this contract, then the CLIENT agrees to directly pay such taxes and
hold RH2 ENGINEERING, P.S. harmless from such, or should RH2 ENGINEERING, P.S.
elect to pay such taxes directly then the CLIENT agrees to reimburse
and indemnify RH2 ENGINEERING, P.S. in full.
Ill. TERMINATION
Either CULL! or RH2 ENGINEERING, P.S. may terminate this Authorigation
by giving 1 days written notice to the other party. In such event,
CLIENT nha; . forthwith pay in full for all work previously authorized
and performed prior to effective date of termination. In the event
that the CLIENT requests termination of the work prior to completion,
RH2 ENGINEERING, P.S. has the right to complete analyses and records
neceusary to place its files in order and protect its professional
reputation. If no notice of termination is µivea, relationships
and obligations created by this Authorization shall be terminated
upon completion of all applicable requirements of this Authorization.
s E N G I N E E R 1 N G. .'. . Schedule B
AUTHORIZATION FOR
PROFESSIONAL SERVICES
CLIENT CITY OF RENTON _
ADDRESS 200 MILL AVENUE SOUTH
RENTON. WASHINGTON 98055
PROJECT NAME DRILLING WELL NO. 9 AND AN OBSERVATION WELL PROJECT NO. S1082.00
AUTHORIZED CLIENT REPRESENTATIVE Mr. ROBEWT E. BERGSTROM, P.E.
hereby requests and authorises RH2 ENGINEERING, P.S. to perform the following services:
SCOPE OF WORE described as
DRILLIN•'. WELL. NO. 9 AND AN OBSERVATION WELL FOR THE PURPOSE
OF INCREASING THE CITY WATER SYSTEM SUPPLY CAPABILITY.
CORPENSATION based on
SEE LETTER OF MAY 7, 1982
MISCELLANEOUS
.vices authorised herein shall be pertormed in actardance with PROvIS10N5.
:Approved for CLIENT Accepted for RH' ENGINEERI'NG',/P.S.
By B
y
Titls __ Tftle PRESIDENT
Date ___.,_ Date MAY 17. 1982 -
1• :.u._,...i`! ..CZ'�`' p.1' ,I �1�"` E ;' \.. .�....��. ..�.. ,yr 7"S:tti.. _ :!' .
�or
' COMPANIES AFFORDING COVERAGES
UG1 . INCORPORATED ' ---------------_.__._.. .
.425 4TH AVENUE, SUITE 202 A SAFECO INSURANCE COMPANI
. EATTLE, WASHINGTON 98101
B
PHILLIP S. MAKEINER CPA PS AND C+
RH2 ENGINEERINt1, PS -
1410 MARKET STREET f
KIRKLAND, WASHINGTON 98033 ..,, E --- ---- -
�.-��'o�r.r�m�r m'em^rm���1.t.N1MbW..Y•l bn nwe:e eV-�wle�s'w lm.ea �ar1�.'.w,ln". M..i.5ny�1Y'y."�y,'wrr�r..n..-.
'.M tY1rH1 W OMM O]f..MY.M.MOR1 N.'r(.11,\tMM<1V V,M.{\uM Y'NI P'. ,.r•V'L..PIQIQ M M MI[�.NY.O,4 Yr.. . .
11'M Ir(`a\Lf N9fYA'in\M.r[r.ryRy.
l S SP 2007587 3-15-83
U((yr Wfi4rt• - ,
N,)wwl c. L.aNv1 YSA, Jh
IrrJ
1V"9 a.•(P5 VIABIU,.
l.Inlf1111nrn -
CITY...._. , '
.. � w'1 n•ni OF RENTUN JULI H, 1992
I ,
200 MILL AVENUE, SOUTH —
RFNTON. WASHINGTON 901,55 .�•,:. ,!•` �t "•���
KEWTH L. WILTSE/11g1 , Ix,
«o(d
V NCRLEY, ATKI';� 5 STEWAR',, INC. COMPANIES AFfONOINC COIrERACES
1200 Westlako avenue Nort-I, 0607
Seattle, Washington 98109 (; A FREE14ONT INDEMNITY COMPANY
RN2 Engineering,
1410 market Street —'--'•—'- -- --- -
Kirkland, Washington 98017rr
i
b.i
[M„\II.I Mj l� all fit\ '
A 1 r.d.>� i,,::..1 AEOO P"i S500,000 each claim and ir. tl:r
5(' . ')K_.
.aggregate; subject t;
y" «<�t,�a�+MrrteoMlt•K* %s►-w.,�Xuw.ri5r,- a uctt la ar [lair s
Consulting Engineering Services provided by the Named Insured.
KK.KY]iaNA,YJ,YXXX%Y IUIYIIX%%X N%%X%i%%%%X%%%1p XA%X N%X%Y%%%X%X%XX%NXl(K%X%X%NX i<X%XX%JUtXXKX1(X]i1':>
%X%XYXXX'X%%XK%]{%%N%::%YXX%XitXJtXYXXfrN X'!t%K%XK%X%[X%X%YXXk%X%K%A%%K%%X%%%%XNM%%%X%
K1UtN%%%%iX'X.'tE(X%%%XKXX%XXXXKX%%%X%XX%%%%%%XY%XK%/4NJL<XK%!IULKN%
. lulj 'i, Man;
Circ of Renton
200 .`t:11 Avenue South ^
Rent„ , Washington 9805S ,n� .'�iJ+'Q.K>✓
l
.L.lu. kka an
s �
Attachmant A
SCHEDULE OF V S
RH2 ENGINEERING, P.S.'s professioral services are charged on
the following schedule:
Personnel Designation Hourly Rates
Principal $55/11our
Project Engineer $45/Hour
Engineer 1I $37/Hour
Engineer I $32/Hour
Engineering Technician II $32/Hour
Engineering Technician 1 $24'Rour
Word Processor $22/Hour
Secretary $18/Hour
Office Aide $14/Hour
Mileage .21 Per Mile
Xerox (8y x 11) .10 Per Copy
Xerox (84 x 14) .20 Per Copy
Xerox (11 '7) .50 Per Copy
Prints .20 Per Square Foot
Outside Technics: and Professional Services Cost + 15%
HART CROWSER 5 ASSOCIATES, INC.
1982 SCHEDULE OF CHARGES
Classification Charge
Senior Principal Engineer/Geologist $80.00/Hmir
Principal Engineer/Geologist $75.00/Hour
Expert Witness (4 Hour Minimum) $120.00/Hour
Senior Associate Engineer/Geologist $65.00/Hour
Associate Engineer/Geologist $60.00/Hour
Senior Project Engineer/Geologist $55.00/Hour
Project Engineer/Geologist $50.00/Hour
Senior Staff Englne.r/Geologist $45.00/Hour
Staff Engln:er/Geologist $40.00/Hour
Engineer/Geologist $35.00 hLn,r
Senior Technician $35.00!a ..,
Technician $30.00/Hour
Graphics $30.00/liour
Clerical $25.00/Hour
Per Diem $50.00/Day
Mileage .30/Nile
Truck Mileage .40/Mile
Xerox .15/Copy
Oversized Xerox Copies $ 1.00/sq. ft.
Laboratory Equipment $ 3.00/Hour
of laboratory labor
Outside Services or Subcontractors Gust plus 12%
Charges are made for technical typing as in the preparation of reports and
for technical clerical ser,,icen directly related to projects. Direct charges
are not made for general secretarial services, office management, accounting,
or me tenance since these items are included in overhead.
OF RFC
� T
PUBLIC WORKS DEPARTMENT
y DESIGN/UTILITY ENGINEERING 0 235-2631
✓g MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASN.OSM
b"
a llpalEti sE ytL INTER-OFFICE MEMORANDUM
�
BARBARA Y. SHINPOCH
MAYOR
Date: June ), 1982
To: Larry Warren, City Attorney
From. Bob Bergstrom, Engineering Supervisor
Subject: Well No. 9 Contract for Engineering Services
Attached hereto is a Letter Contract for Well No. 9 Engineering
Services with R112 Engineering. Please review for legal form.
Thanksl
JFT
Attachment
Of RFC
.t OFFICE OF THE CITY ATTORNEY• RENTONMASHINGTON
V L .oa,o..tt a+aaa ,ao r..wow,,.•wowc • an.a,, rru..w•ou M%, all •a.•
LAW'RENCE i WARREN, c-..•..o-na. DAN:EL KELLCIGG, .aut...r v,,mavw.
t DAVID M DEAN' spa uw. cul..rr�.
P
•�Ep ct o-nt a June 15, 1982 MARK E BARBER. .aua+u.. c......
o•,r.
TO Bob Bergstrom, Engineering Supervisor
FROM: Lawrence J. Warren, City Attorney
RE. Well No. 9 Contract for Engineering Services - Rh2 Engineering
Dear Bob:
I see a number of things wrong with the contract as provided
to us by RH2 Engineering
1. 1 see no start and completion dates on the project.
2. 1 question whether or not i:he fees are reasonable as
it looks like the total fee they are going to charge
Is over $20,000.00 and the scone of the work really
does not appear to be that graat.
3 I note the schedule of rates for RH2 Engineers does
not appear to be extraordinarily high but the rates
charged b%- Hart Crowser & Associates, Inc, are ve ,y
high in rry experience.
4 . The schedule of general conditions is unacceptable
as the work product must belong to the City of Renton.
5. Re: paragraph on public liability insurance, the
general conditions are unacceptable because the City
should not pen it the contractor to limit its liability
to the coverages contained in its insurance. The
entity has its own responsibilities to obtain adequate
insurance and we should not be limited by their choice
of insurance.
6. Professional liability insurance secion i unacceptable
in its entirety. If the City is going to require
professional liability insurance, then we should not
ppermit. a limitation to the amount of the contract or
550,000.00 whichever is greater. An attempt to charge
us additional fees for professional liability insurance
is outrageous at the best. This paragraph makes me call
into question the very ethics of the companv that would
draft such a paragraph. Professionals ate supposed to
be responsible for their judgments and actions, That is
why they get to charge more than technics--s.
7. The paragraph on payment interest and collection
shou.'.d be rewritten or eliminated as this is largel:�
covered by State statute. one and one-half percent
on arrearages for payment is considerably higher than
any I have seen in contracts for quite some time.
The entire contract and conditions leave me uncomfortable. The
work to be performed appears to be of a very general nature for
which a rather substantial fee is to be charged. Then the general
conditions try and limit their liability in every vay imaginable.
It really makes me wonder whether or not these people are professional
or whether they have been sued ove- and over again for shoddy work
and are therefore very gun shy.
I hope that the engineering department teeis secure that RH2
Engineering is a reputable firm. If there is any question about
that. I would suggest that you review the matter in more depth.
Lawrence d. ,Varren
L.IW:nd
cc: Mayor
Engineering
dune 25, 1982
51082.oO
CITY OF RENTON
200 Mill Aver a South
Renton, Washington 98055
Attention: Mr, Robert E. Bergstrom, F.E.
Engineering Supervisor
Subject: Well No. 9 Contract for Engineering Services
Dear Mr. Bergstrom:
Enclosed is a revised copy of the subject contract. The contract
has been amended according to the direction of Mr. L. Warren, Attorney
for the City of Renton. You will note the changes in the "General
Conditions" Portion of the contract. Item 1, Authorization to Proceed,
was amended to indicate a start and cumpletion date. Item 4, Ownership
of Documents, has been amended to state that City of Renton will own
the drawings, soecifications, and other documents, but these documents
may not be utilized for another project without consent of RH2 Fnqineering, P.S.
Mr. Warren indicated that additional amendments may be necessary regarding
the public liability and professional liability insurance coverages. We
will revise these portions of the contract if required at a later, date.
If these revisions are acceptable, please sign the Authorization for
Professional Services included as Attachment B, m, ning a copy. and
forwarding one copy to us.
Sincerely,
RH2 ENGINEERING, P.S.
Richard H. Harbert, P.E.
President
1410 Market Street.P.O.Box 1180 Kirkland.Washington 9MW(206)827-6400
OF RF
� tiT
PUBLIC WORKS DEPARTMENT
y _ DESIGN/UTILITY ENGINEERING 0 235-2631
y MUNICIPAL BUILDING 200 MILL AVE.SO. RENT0N.WASN.99086
b
$9 CEP INTER-OFFICE MEMORANODM
�rED SE otE
BARBARA Y. SHINPOCH
MAYOR
Date: June 30, 1982
To: Larry Marren, City Attorney
From: Bob Bergstrom, Engineering Supervisor
Subject: Professional Services Contract
with RH2 Engineering
Here's the consultant's response to our meeting discussing
the Well No. 9 Professional services contract. 1 am afraid
that the RH2 people nay have not responded to your requests,
but further muddled the water here
I am not pleased with the contract language regarding lia-
bility
:jft
EN
1982 SCHEDULE OF GENERAL CONDITIONS
1. AUTHORIZATION TO PROCEED
Signing the Authorization for Professional Services Form shall he
construed as authorization by ,CLIENT for RH2 ENGINEERING, P.S., to
proceed with the work as descrit-ed in the SCOPE OF WORK stated 1n
the Authorizati..n for Professional Sen ices, unless otherwise provided
for in the Authorization. Work will commence on
and completion will be 180 days after start date with time excluded
for those days spent securing a permit from the Department of Ecology
and time also excluded for days spent drilling the test well.
2. CLIENT FURNISHED INFORMATION
The CLIENT is responsible to provide, by map or drawing, a description
of the property, its location and the location of any buried utilities
or structures. RH2 ENGINEERING, P.S., will not be liable for damage
or injury arising from damage to subterranean structures (pipes, tanks,
telephone cables, etv.) which are not called to attention and correctly
shown on the plans furnished to RH2 ENGINEERING, P.S., In connection with
the work performed.
7. RTG,IT OF ENTRY
Unless otherwise agreed, R112 ENCtNEF.RING, P.S. will be furnished right-
of-entry on the land to make necessary survevs, etc. RH2 ENGINEERING, P.S.,
will take reasonable precautions to minimize damage from use of equipment,
but has not included in its fees the coat for restoration of damage which
nay result from these operations. If the CLIENT desires to restore the
property and/or improvement to same to their former condition, RH2 ENGINEERING,
P.S., will accomplish this and add the cost to its fee.
4. OWNERSHIP OF DOCUMENTS
All drawings, desigua, spec if icat tong, notes, data, samples, materials,
report reproducibles, and other work developed by R142 ENGINEERING, P.S.
rem In the property of the CLIENT . RH2 ENGINEERING, P.S., does
not warrant the accuracy of the dncumenta provided to the CLIENT
for use on any other project without prior authorization for such use
from RN2 ENGINEERING, P.S. The CLIENT agrees to hold harmless and
indemnifv KH2 ENGINEERING, P.S., against all claims, demands, losses,
penalties, or damages: including attorney fees arlsing out of the
unauthorized use of theme documents.
S. WORKMEN'S COMPENSATION INSURANCE
RH2 ENGINEERING, P.S., is protected by Workmen's Compen,atlon Insurance
as required by the applicable state statute.
R112 ENGINEERING, P,S., Itemizing all changes. RH2 ENGINEERING, P.S, is
available by arrangement to review CLIENT'S plane, or CLIENT'S construction
plans and specifications, but such review shall only be for compliance with
RH2 ENGINEERING, P.S.'S findings and recommendations unless specific
arrangements are made otherwise.
8. COST ESTIMATES
Any cost estimates provided by RH2 ENGINEERING, P.S., will be on a basis
of experience and judgment, but since it has no control over market
conditions ar bidding procedures, RH2 ENGINEERING, P.S., cannot warrant
that bide or ultimate construction costs will not vary Crom these cost
estimates.
9. PAYMENT, INTEREST, COLLECTION
Invoices will be submitted once a month for services performed during the
prior month. Payment will be due within 30 days of the invoice date.
Interest will be added to accounts in arrears at the rate of one-and-une-half
(14%) of the arrearage of each month of deliquency not to exceed the maximum
annual percentage rate allowed by law. All expenses incurred for liming
or collecting any delinquent amount, including but not limited to reasonable
attorney's fees, witness fees, re�sonable charges at current billing rates
for time devoted by RH2 ENCINEEU NG, P.S. 'S erincipala :n; pertonnal, document
duplication, organization and storage coats, taxable court costs, travel and
subsistence, shall be paid to RH2 ENGINEERING, P.S., in addition to the
delinquent amount, if at any time, present or future, the State of Waehlnton,
County, City, or municipality as.esses a sales or use tax upon RN2 ENGINEERING,
P.S., for any of the services, supplies, or other work performed by
RH2 ENGINEERING, P.S, and/or its subcontractors under this contract, than
the CLIENT agrees to directly pay such taxes and hold RH2 ENGINEERING, P.S.,
harmless from such, or should RH2 ENGINEERING, I'.S. , elect to paj such
taxes directly then the CLIENT agrees to reimburse and ludcnntty
RN2 ENGINEERING, P.S., in full.
10. TERMINATION
Either CLIENT or RH2 ENGINEERING, P.S., may terminate thf+ Authorization
by giving 30 days written notice to the other party. In such event, CLIENT
shall forthwi n e,., in full for all work previously authorized and
performed prier to effective date of termination. In the event that the
CLIENT requests termination of the work prior to comple- jen. RH2 ENGINEERING,
P.S., has the right to complete analyses and records ,.ucessary to place its
files in order and protuct its professional reputation. If no notice of
termination is given, relatfonghipa and obligations created by this
Authorization shall be terminated upon completion of all applicable
requirements of this Authorizatlon.
6. PUBLIC LIABILITY INSURANCE
This Item relates only to Public Liability and not Professional Liabilitv.
RTl' ENGINEERING, P.S., is protected by Public Liability Insurance to a
maximum of $500,000 combined single limits for bodily injury and property
damage liability and will furnish certificates thereof upon request.
Within the limits of said insurance, RH2 ENGINEERING, P.S., agrees to
save CLIENT harmless from and against loss, dosage, injury, or liability
arisitw directly from the negligent acts or omissions of itself, its
employees, agents, subcontractors, and their omployees or agents. If
your CLIENT'S contract or purchase order places greater responsibilities
upon RH2 ENGINEERING, P.S., or requires further insurance coverage,
RH2 ENGP'EERING, P.S., if specifically directed by CLIENT, will take out
additional insurance (if procurable) to protect itself, at CLIENT'S expense,
but g112 ENGINEERING. P.S. , shall not be responsible for property damage
from any cause, including fire and expl,,sion, beyond the amounts and
coverage* of its insurance.
I, PROFESSIONAL LIABILITY INSURANCE
This item refots only to Professional Liability and not Public Liability.
RH2 ENGINEERING, P.S., will use that degree of cars and *kill ordinarily
exercised under similar circumstances by members of the profession. No
warranty, express or implied, is made or intended by Its proposal for
consulting services, by its furnishing oral or written reports, or by its
observations of work; however, should any of its professional oaployee*
be found to have been negligent in the performance of professional services,
CLIENT agrees that the maximum aggregate amount of CLIENT'S recovery against
R112 ENGINEERING, P.S., and/or said professional employees shall be limited
to the amount of the fee paid RN2 ENGINEERING, P.S., for professicmal
services as outlined in the Schedule of Rates or $50,000, which is greater.
In th, event the CLIENT does not wish to limit 11112 ENGINEERING, P.S.'s
prof, .clonal liability to this sum, the limit can be raised to $1,000,000
upon the CLIENT'S written request provided that the CLIENT agrees to pay
for this ip$grease ,tn additional consideration of 5% of RH2 ENGINEERING, P.S.'s,
total fee uF $500, whichever to greater. 'Chin charge will In no way be
construed as being a charge for Insurance of any type but will be increased
consideration for the greater risk involved in performing work for which
there would he increased limitation of liability.
Ir the event that the CLIENT makes a claim against RN2 ENGINEERING, P.S. .
at :aw or otherwise, for any alleged error, omi-tsion, or other act arising
out of theperformanre of its services, and the CLIENT faila to prove such
claim or prevail In an adversary proceeding, the CLIENT shall pay
RH2 ENGINEERING, P.S all expenses incurred by RH2 ENGINEERING, P.S., to
defendine such claim Including but not limited to reasonable attorney food,
witness food, reasonably charges at current billing rates for time devoted
by RH2 ENGINEERING. P.S.'s principal$ and personnel, document duplication.
organization, and storage costs, taxable court costs, travel and subsistence.
The t:LIENT to responsible to rcvtow RH2 ENGINEERING, P.S. 'a reports undo
recommendations and appropriately "so
the information and recommendations
and to not disregard or deviate from dame without written notice to
Of RA.
4.
1 OFFICE OF THE CITY ATTORNEY* RENT0N.WASHINGT0N
Z •C at Y•'LI•D.aA ,00 aw MaN•uiPK • tint? yan••6.0• ypff •ff w.•
� � LAW PENCE 1 WARREN <r•a•rc•y. DANIEL KELLOGG.% •u f••a- :•.uro•wa.
® DAVID M DEAN of-t••n• e•ra•rep•na•
P
f�tD aE•Itlo MARK E BARBER •ar•ra•r a•.•nyy
?uly 1, 1982
TO BOB BERGSTROM, ENGINEERING SUPERVISOR
FROM: IW RF.NCE J. WARREN, CITY ATIJRNEY
RE: PROFESSIONAL SERVICES CONTRACT WIT" RH2 ENGINEERING
Paragraphs 6, 7 and 9 of the 1982 Schedule of General Conditions
is -till unacceptable in my opinion. As far as I am concerned
we gave reached an impasse on this particular issue, and I will
not approve the contract until the City Council or the Mayor
accepts the contract language as being in the best interest of
the City. The City of Renton should no, be placed in the
position of determining how much professional liability
insurance an organization should c, y, *acept to insure that
it has nnnugh insurance to cover to Bea of the City should tht
professional make damaging errors. The same argument goes for
property damage insurance. We should insure that insurance is
carried and that it is sufficient to protect the Citv. If the
business then wishes to carry additional insura� .e, thnt is
their own business decision. Any one that. is unwilling to
carry adequate insurance and provide copies of that insurance
to the City is not. in my opinion, competent xtsiness organization.
Lawrence J. Warrvo
LJW:ds
cc: Mayor
O� RF • •
t 7- y PUBLIC WORKS DEPARTMENT
DESIGN iUTIUTv ENGINEERING 0 235 2631
€' F MUNICIPAL WILDING MWILL AVU$0, PINYON,WASH 9WSS
e
P
+�to tt'IL ` INTER-OFFICE YEDtORAHDCN
BARBARA Y. SWINPOCH
MAYOR
DaI,-: July 12, 1982
To: Larry Warren, City Attorneo
From: Bob Bergstrom, Engineering Supervisor
Subject: Professional Services Contract F142 Engineering
Well No. 9
I have received the third revision to the RH2 Engineering Services
Contract. The revised 1982 Schedule of General Conditions have
omitted the sections that ycu have indicated ware unacceptable,
If you find the new terms acceptable, pleast notify us As soon
to possible.
Thanks!
Ijft T�
Attachment
OF RF
1•
OFFICE OF THE CITY ATTORNEY, RENTON.WASHINCTON
.O\r wsC[w..M ADD ana x'.w.•wremc • awrp. ,r,•y.,,p.gn yps. ..f.NN
•� LAWRENCE I WARREN, c ..no•ia. DANIEL KELL:-Gp, •xw*✓,r c...nra•.wr
P DAVID .m DEAN. 1u.ner 4111.11 • .
Ec "P1E July 15, 1982 MARK F.SARUP. •.r..• .c......
.•y.
T0. Bob Bergstrom, Engineering Supervisor
FROM: Lawrence Warren, City Attorney
RE: Professional Services Contract RH2 Engineering - Well No
Dear Bob:
The above captioned Contract is approved as to legal form.
Lawrence J. Warren
LJW:nd
cc: Mayor
• Pv y0 '041
Al T
v .� ° PUBIC WORKS DEPARTMENT
RICHARD C HOUGHTON • DIRECTOR
MUNICIPAL BU1LD,NO 200 MILL AVE SO. RENTON.WASH,e00b6
SEP14w84 206 235 2569
�tEO
HAR AHA Y. SHINPOCH
MAYOR
July 19, 1962
To: Mayor Barbara Shinpoch
From: Dick Houghton, Public Works Director
Subject: Professional Services Contract - Well No. 9
Source Devrlopment - RH-2 Engineers
Please sign the attached professional services contract. This
contract retains kH2 Engineers and Hart-Crowse Associates -
Geotechnlcal Engineers, for preliminary subsurface investigation
for our proposed Well No. 9. This well, to be located in Cedar
River Nark, requires eate: sive investigation to assure compli-
ance with new regulations ftom the State Department of Ecology.
The City must demonstrate that the river 1s not affected by the
new well operation, and this is the task given to the consult-
ants. The Well No. 9 project has been funded with fonds carried
forward from 1981.
RLB:jft
Attachment
. CAC 036-82
Adden.#1-82
ADDENDUM NO. 1
TD
CiTY C'INSUL''Ahi AGREEMENT OCAG
DATED
GETWEEN
CITY Of RENTON :ND RH2 ENCINEERING, P.S.
Addendum No. 1 , e. —ted thiss3jlz day of 1. :9H2, by and between
the CITY OF aENTON, WAsh,nr-IN, acting through*—City City Council , referred to i
hereinafter as the iY" and RH2 ENGINEERING, P.S„ 1410 Market Street, P.O. Bo>
1180, Kirkland, Washington, 98033, referred to hereinafter as the "CONSULTANT".
WHEREAS the CITY tesl,ss to engage the CONSULTANT to Irovide assistance in I
design of a conduit system it. encase communciation 1'nes for all wells which ,
will b- used in the development of Well No. 9,
NOW, THEREFORE, the parties hereto mutually agree is follows:
SCOPE Or WORK
1. Develop a composite plan showing all utilltit- and structures
interfering with the proposed conduit. (Task 1)
a. Show water, sanitary sewer etorm water, power, and
telephone lines in addition to the locatiun of
structures, paved areas, and lain,
It, Show dimensions from existing structure, and monuments
based on City providing centerline locations for rights-of-way
adjacent to well sites.
c. Develop plan at a scale of 1"-00' ano on City standard . ize
drawings.
U. Identify and illustrate the recommended alignment for the
proposed conduit >h,iwing the l.,cation of all pull poxes, bends,
stub outs, etc.
Develop design details for connection of conductors at rich well
site and entrance to buildings and casing. (Task 2)
a. Show section view for mounting NEMA box (en(losure) with terminal
blocks for use in proposed and future connec^ inns.
b. Iliustrate method for placing well level transducerS and
conductors tar each well.
c. Show profile views where necessary for utility or
roadway crossings.
3. Develop a list of materials (technical) specifications for
use by a small works roster contractor. (Tasx 3)
a. Specify conduit conductors, NEMA enclosures, terminal
blocks, earthwork, trenching, and surfa,e restoration
in a brief lis:
b. Provide a list of local suppliers with phone numbers
for materials.
4. Develop as-built plans for conduit locations and provide
occasional inspection services or, an as-needed basis. (Task 4)
FEES
RH2 ENGINEERING, P.S., proposes to provide the above Scope of Work on a time
and materials basis, in accordance with our Standard Fee Schedule, attached.
we estimate the following man-hours to be utilized:
Principal 4 Hours
Engineer 11 32 Hours
Word Processor 8 Hours
Engineering Tech. 48 Hours
Tasks 1 through 3 $2,748
i Task 4 (Cost Plus Basis)
S2,748
Expenses 100
$2,848
The above fee iV,V .1 will not be exceeded unless prior authorization is
received from the City of Renton Public Works Department.
NOW, THEREFORE, this Addendum No. 1 witnesseth that for and in consideration
of the mutual covenants and promises between the parties hereon, it is hereby
agreed that CONSULTANT shall furnish services and the CITY shall make payments
for the same as specified hereinabove,
IN WITNESS WHEREOF, the parties hereto have made and executed this Addendum
No. 1 the day and year first wr, -en above.
Cjjy OF RENTO R42 ENGINEERING, P.S.
Mayor fro te.,ur. VeeffandH, flabee �
President Attest5__t:4e Cj,W'_'s. �- e
ntc—--- --
Ingirreeriny
August 5) 1982
51082.00
CITY OF RENTON
200 Kill Avenue South
Renton, Nashington 98055
Invoice a14G6
AILI�TA�3TATTAFgT
For engineering service, in Confunction with Well No. 9:
18 Hours Principal P fS5/Hour
4 Hours Fnyineer II ! ;37/Hour 9�0.00
4 Hours Secret ry P ;18/Hour 148.00
7,5 Hours Nord ",ocessor R 72.00
f77/Hour 165,00
DIRECT EXPENSES: 1,375.00
110;_27
;11485.77
�n,11L1/ :16. LAWS OF 1965
CITY Or RENTOIV CERTIFICATION
It p�jlYpp.n101 wi��e no, ctem, V40t
p{In.YI. \\lYp♦ YI Y.1
1AIpp pl pV10. 141 {t1• I1\111 MA,{
}Y( CIbY I11�Jos 'Ip bppt pip 01 1 i palM�Itp Yl1ny,.w0)waI
NJIM 61 ) JYpI,0Vl AMp YMIp Iq\.
�»W11(rt.: 7�1l
c(A YI. Icy/
4o1/01MA 534 3a.bs(15� aY1,4P,5,27�Xhipg
1410 Markel Street,P.O.Box 1180•Kirkland,Wash1n0ton 98033312061 a27.6400
PAYMENT SCHEDULE
Jr
PROJECT: fc.:f. JAL4 Proi . k
ACCT. Cost of Project:£ +-7
P Ian Date _. � 1 _BkODze
i 7,3iS
!
�>GoBnKw�^ i1t (. '.��1.Rt 143st7.,73
on 4, 617t. at d4 x I I , <Fl n .;
tiT FT mtt (02 i) Ili 37o ?n
« f#.)r h,foo .�a 7, ,4ti.9
OV(
• JA-4 lc47,71 1 SG1.S7
o i
443,%
•
OF ke.
� ti�
,y Z PUBLIC WORKS DEPARTMENT
_ DESQN/UTILITY ENGINEERING 0 235 263,
`p ✓$ MUNICIPAL BUILDING 200 PULL AVE.SO. RENTON.WASH.96065
9 �
P
1t
ED SEstF
BARBARA r, SHINPOCH
MAYOR August 2,, 198
TO: Dick Houghton
FROM: Bob Bergstrom, Engineering Supervisor
SUBJECT: Well e9 6 RH2 Professional Services Contract
Our Well e9 project, in its intitial investigation phase, has RH2 Engi-
neers and their soils consultant researching the existing well field of
the Cedar Rivet Park wells. RH2 is supposed to check the we11 downs and
how the varlou% ills interfere in order to get some ranges on the po-
cnr.tial for or new Well P9 to affect the Ceder River itself.
After signine the contract we have found that all the well level bubblers
are not operational. These well level recorders have been stripped o�rt,
or have been abandoned to rust and are unusable. The well water le^aJ
recorders are requireu to du the testing for the Well 09 contract.
Ron Olsen is Mw gettl-, the bubblers replaced by a solid state n_e3uure
sensor. This is A simpler and the ier device than the bubbler avatems.
We will have to tie the signal outputa together so the signal date may be
reccrJed on a chart recorder.
The attached consultant 9ervices contract addendum would add the design of
a telemetry conduit and wire system to tie all wells together, and the
pressure/wt 11 level sensors. It Is our intent to contract out the conduit
work on a small works roster bid. Both the professional services and
extra work, and the conduit installation can be Incorporated within ;he
existing $30,000 budgeted for this phase of well p9.
Your approval Is requested.
Approval
REB:dar
A.cachments
EngN�eering
September 7, 1982
S1082.C'
CITY OF RENTON
200 Mill Avenue South
Renton, WA 98055 Invoice 01423 (REVISED)
a12r1M�rAT�nr
For engineering services through August 31, 1982, In conjunctiun with
Well No. 9:
29 Hours Principal @ SSS/Hour S 1,595.00
58 Hours Engineer I @ S37/Hour 2,146.00
6 Hours Tech I @ S30/Hour :80.00
TOTAL 3 859 00
VPCHA:TEA 116. 44V'vS OF 1965
CITY O/ rtENTON CERTIFICATION
age4 TN[ yyvu AC N[o ee N[+qT [[ling uno<1
lI F1\IT 41 Y,LVM4 Iw+T M\1N1W1l 0M+N[+Io+r[l.oy lwr[ou[ +NyIN,1(
CI +[N+NNNOeI[i YI.I,\04
.•Yr[M ell..qN ,.NO T
1NMNlr -
,
e
I
10 2"At [
ftmw "11re
MUM
�
Oar s34. ?z. (2,365) e3,fil�i lc C.,au a)
1410 Market Street,PO.Box 1180.Kirkland.Washington 98033(206)827.6400
Engir�eeriog
Octobe• 4, 1982
S1082.10
CITY OF RENTON
200 Mill Avenue South
Rent,,,i, MA 98055
BTCLTNTSTATEp[NT
Invoice 01471
For engineering services through September 33, 1982, in conjunction with
the conduit design.
20 Hours Principal - E58/Hour S 1160.00
40 Hours Engineer 11 : E39i Hour $ 1560.00
2 Hours Nord Processor @ 1-3/Hour $ 46.00
T-27S,f.O6
Direct Expenses $ 82.00
TOTAL AMOUNT DUE: $ 2848.110
C"AlTal 116. LAWS OF Im
CITY OF RENTON CERTIFICATION
OtN11it ONOOIUutO H IrUU\aL1Wn yqq
0(tM IVINI �11lYI\. \„1\ tYt Y1\t W131 MIY(/IOOt I OMIO. 4t Sr lv,ttl lq�.,rry t 1100Y1D q O(tCOgtO MgPN.ANO\MI\
\N{ i1 MY K 1 I/V041U3100 VMIWO p0ylyry00
OA'uNCI N't\. //Vb KI00 INO C4m1 Ie
'IlL' ry MO ♦ \O
lmrvrn
401��/!,53f 3z,t,3(la� a ZS�ti i s 1471
1410 Market Sheet.Pn Pox 1180.Kirkland,Washington 9803312061827 6400
Engineering
October 4, 1962
51082.00
CITY OF RENTON
200 Hill Avenue South
Renton, W1 99055
i Bnl�
Invoice / 1470
For Engineering Services through September 30, 1982, In conjunction with
Well No. 9:
17 Hours Engineer 1 4 S35/Hour $ 595.00
.5 Hour Secretary P S20/Hour $ 10.00
Direct Expenses S 15.53
TOTAL AMOUNT DUE S 620.53
CHART6N 116, LAWS gF 1965
CITY OF RENTON CERTIFICATM
nuiii xerfpf+(D n Dun. �nnn afore
fltx DR I(11VfY •f ' Yt V 6R1I\f Mf Y/
fof 1 . cllr(D ff fuC..,U su\IY.D Df rx
1Ml Cy1Y If .!IVf1. Vt Irf .. In0 rxf�
fYA4tr Ixf CIIT f� pf1M q f DeUOTIM
•YTnDpIIO I RYl 101Cfry fMf :1\lln TO HIV R.r
S!
QJI/coo ry.5o x (,506, 11 !020
1410 Markel Street.PC) Box 1180.Kirkfaid,Washington g8C33120Ia27.6400
Z
Engineering
October 11, 1982
51082.0
Department of Ecology
Northwest Regional Office
4350 - 150th Avenue N.E.
Redmond, WA 98052
Attention: Dave Garland
S' o3ect: Renton Well Nc, 9
Dear Dave:
Enclosed is the a.::lication for a water right permit for the City of
Renton Well No. 9, and a check for the application fee of E10.00. Also
enclosed is a copy of the site plan detailing the location of the nro.
pc,ed well , end the profiles of the existing wells in the vicinity.
As we discussed in our meeting of October 1, we will be using the most
current equipment and technology to monitor and record aquifl• avels
in Well No. 9 and all of the adjacent wells du-ing test pump 3 of the
new well. I have enclosed product literature oil two similar systems,
one of which will be used in this application. Both products utilize
a thin film, Silicon bonded, train gauge transducer and 4.20 milli-amp
transmitter for the most stable and reliable signal possible. The sys-
tem provided by My iad Enterprises in ac_urate to 0.1% and costs approx-
imately $2,000.00 per well , while the system provided by Ametek Controls
is accurate to 0.5% and cost• approximately $600.00 per well .
We have been using an early version of the Myriad transducers at King County
Water District 82 for over a year with excellent results. I have enclosed a
sample of one of the recordings made at Water District 82 for your examin-
ation. The recard,nga that will be made ii the Renton well project will dif-
fe• from this recording as follows:
1. The recorder will operate at a faster speed to provide better
resolution, and examination of transient effects.
2. The recording will be a solid line for each well to provide
easier interpr,tation of the data.
3. The time will be automatically printed on the chart every
10 minutes for accurate time base analysis.
1410 Market Street,P.O-Box 1loO,Kirkland,VVashington 98033(206)827.6400
• Mr. Dav! Garland
"-tuber 11, 1982
P,,le Two
It is intended to monitor and record aquifier levels for the next few
Year; in the well field at Renton. We believe tuis data will be sume
of the most comprehensive and accurate aquifier level measurements t .ken
to date, and may provide important insight into the interaction and va
riations of groundwater supplies. We will provide this data for your
review as well.
If you would like to see the transducers in operation at Water District
82, please contact us at your convenience. We are available on fairly
short notice to show you the "82" system with its state-of-the-art com-
pouents in water System Automatic Control.
If you have questions or comments, please cell.
Sincerely,
RH2 ENGINEERING, D.S.
Dan Ervin
Protect Engineer
DEzp
Enclosure
cc: Mr. Bob Bergstrom, of Rerten
Mr, Ron Olsen, c'ty Renton
Mr. Matt Dalton, Hart-o owner
pF RF
a -1 .
40R
z PUBLIC WORKS DEPARTMENT
dl - RICHARD C HOUGnfuN 0 DIRECTOR
oW
v MUNICIPAL BUILDING MMILLAVE 30. PENfON,HASH.IMM
e
P
"tt, ctPSF"04L 206 235 .'569
SARWA Y. SH,NPDCH
MAYOR
October 12, 1982
Honorable Bar!Ara Y, Shinpoch Mayor
Muni: ipal Building
Pento:,, WA 98055
Subject: Weil No. 9 Hater Rights Application
Deo. Mayor Shinpoch:
The Department Of Public Works is working on a new well water
supply, Well No. 3 In the Cedar diver Park. Our coi,;ultant
engineers, RH2 Engineers, and Hart Crouser GeoteChnical Engi-
neers have begun their work and have prepared the attached two
forms.
The first form is a certification required by Initiative 059.
the Family Farm Water Act, asks if this well supply is for small
farms. As shown on the for , our Well Vo. 9 is not for farm land
irriv,t;on. Your signature is requested.
The second form is a Ground Water Use Permit as required by the
State Department of Ecology. We are applying for a large 24"diameter, I00 ft. deep. 1,500 gallons per minute well to be
operational before the s.,.mer of 198j. Please note that while we,
are applying for th s we,l and we will drill and test it during
the winter and nex, spring, a permanent water right will not be
issued by the Department of Ecology until we ptove through enyi-
neeting studi:s that this well does no, affect the Ceder River.
We do need to start the F ocess by applying for the Well No. 9
water rights. Your signature is requested.
Very truly ,ours,
t
Richard C. Houghton
Public Works Director
RES:jft
AttaChmants
x(t'tIG��_USE
Tn order to irtpleient the provisions of .Snitiative
►;easare NL bar 59, the Family Farm Slater Ac+` which..
eras passed by the voters on November 3,•1977, wa -
must as):. the Yol'_oNinc question:
/ Does tZte total nurber of acres in which you have
controlling interest in the state oljmshington
eacead 2000 acres for the following three;categorier:
1. . Lands that are being irrigated under uhter.
nights, acquired after DeceALb8I S, 1977_ '
2. Laa.3r may, be irrigated under applications `
hoc+ �n file with the Department of,, =109y_
3: Lands that-may b irrigated under£his agplication."
YES �D .•'
Tleaee 5i9, arta'-return 9 �+�+� SL .�i.✓uaoch, _ '
• _ �S+.gnatu c or Lando,:raer)
` or, Cl ty of Renton
Datc)
P,*TAC(!NE.:UT TO TilI�.TCP TIOMS
STxTF OF WASHINGTON
DEPARTMENT OF ECOLOGY
NOTICE OF APPLICATION TO APPROPRIATE PUBLIC RATERS
TAKjE NOTICE: '
that .................
C1T1C.1i..81............ ».. .. _....__.
of ............... ...g __.......__.._._...................... oa---..._OC10BHi 18_.1982._. under
Application No. ....... �.-���.�1•_».-.._.. MW for permit to appropriate punlic "ten,subieo to existing rights,
hom.........................J.ImRr....................................................................................................................._.. _... ......................
in the amount at ......A.3 ,GhLt=..P.FA.KA ..........._....._.__._.
each year,for...........M
......._......
„.......___.._.».................
The source of the proposed appropriation is located within .............. _... iAR. ..18.........._.
............._................................................»».
of Section .___..».__.Z'{ TowasF'o........3A..,.. N.. Range _.SE.. W.M., in _.KIM ...... County.
Hotests or oblrcllvm to opprosal of this applimthm must include a detatkd statrmrnt of the basis for ab*tiottr protests,must M armmpamrd bs a two dollar(S.00)recording fee and filled.,,h the Otpastment of Eralog.V.at the adbate shown below, withr- thirty (30)dais from
Depas'taerlt of Ecolap
Northttent Na6innal Ottica 4330
....._......................................._...............................
.........._................
8!daond. Iaeh171tton_Agpg;.......
Ieraanw w w eatMr/Mew 1g/a11Mw)
............................__.........__......_................................__...,._
NOTICE
November 3, 1982
51082.00
CITY OF RENTON
200 Mill Avenue S.
Renton, WA 980$5
BILLING STATEMENT
Invoice 1506
For Engineering Servi,.es through October 31, 1982, in conjunction with
Well No. 9:
19 Hours Principal @ S55/Hour 1 ,045.00
56 Hours Engineer 11 @ S37/Hour 2,072.00
15 Hours Engin. Tech II @ S3P/Hcur 480.00
15 Hours Tech. I @ S24/Hour 360.00
2 Hours Secretary @ S20/Hour 40.00
3,997.00
Direct Expenses: 103.24
$ 4,100.24
CHARM 116. LAWS OF 1965
CITY OF RENTON CERTIFICATION
uxn[AS,..ID en xunl flnvr o „M
YIIIN\1, „ /I NIUM,, I I,A, V,11
1 �
I NtlVM 1' NXM,11 N�1 N,Yt„ ,1 fN11�1„I,1
IN, f\f1M Y I IIUI NNU.I UN YY,U UDl1Yf 11UN
♦VIIiIN 1 O CITY TT DN DI X\NI . ,MD INYT , NY
NAM CIA'. TO YD1Nl M XlII{ AND cgLY1 10
fI4M,J (,a ,1t /'t
A.6 441/04's SSV >'i. (IS Cie) r4 1\16 l4- (IY4 la./r�
1410 M8d*&rot,P.00..Ow 1100,Kirkland,Washington 98=(206)827.6400
< •, APPLICATION FOR . IT
%%U4*�g0[1 TO APFROPRIVE PU6UC WATERS OF THE STATE OF WASHINGTON
t
❑ SURFACE WATER 0 GROUND WATER
A11000 MINIMUM SYATUTOMY E%AMINATION FEE REOUPREO WITM APPIIC•TION
(GRAY BOXES FOR OF:ICE :SE ONLY;
...Iurnrw �..i•. c"It ..0"',DIM rRy— \citr:lp
i
CITY OFRENTON wuru]l.
.5� 14"fTiT I .� .!•. 1 �i'tba.i
200 MITI Avenue South Renton, Washington 9805
wry 1 n.a .V.CM.d. or n..ns...n.s•M;...: _. ______
i SO R OF SUPPLY
IF 1..,SURFACE WA IF GROUND WATER
fe.l.e1 uY...n unNo Irc::- uNN.we fa\•.r w<a nu .uNN1.:rMsn.naN.nro.LA ---.--
Nell
M112G.+n Df r.•
^ Diameter
100' Deep
2 USE
ab', D mow(•:.w....
: : . :DN
Municipal Potable
r+q•Owrnn M w..P cV•¢q(.W.1111N0 On D.upvl�ry4 Vwyq \W mT ra..IT'—
.wwf]m wan u.wr•M <n Fl a,DOV
Continuously
Wlry\.t.n\I0,:.pVl Y WI \\.r.ry0
.VDM\I WYl l.µlf:•,a\If p j.f..OY OC..
pit(nCl1C.wV C�wqt n SIq.10 01.1 nOWO wq J.wp •
November 19b2 Before Sunmer,�l483 44,500
9. LOCATICN Of POINT OF DIVEPSIONNJITMORAWAL
3A IF IN PLATTED PRL-PERTV
IDr 6 bl N.V M n.J p .DM NNO aso.nnu[Naoae t\eorY o.TN[n.,.T•No
. __., i ( ___MM.TN[•ow}1a101 WIMp11.Wa OII OrvP1�ON
3B. IF NOT I.1 PLATTED PROPERTY
"w:..I.C..na.O.bW.YDN !tow NO..rfaarN.NO Int,wgr O�1hYCO..hu Y(uq.5141. r<O.Na.01 I.Onn.<MNU
a•O aN.1.•40w MI DOTIN<p.bV.VI M.na.S[C.2r 0.MO.[...C ..0•wt PvFy.DM q.wn..D..wa —'—
1d0 Feet east, 520 feet North of Center ofecton 1/
ix.nD w.].:Y nY.ulf•uea.IWDrv.aoNT— �: —u+—w—1 w• e0wn
Cedar River Park T17 23 I 5E King
a. oo.ou owN.n uuD D+w.¢.•a.a_a,y.ecutn ..o- Nau.,•Yn•DD.nf Gr ow+u
Yes
5_ LEGAL DESCRIPTION OF PROPEHTY ON WHICH WATER IS TO BE USED _
...C+.CO..O. .�.tf0. Cf].'..'C': ) •.0..:+I..r i0N wV�<•M<w.l[.wNt• It.aV •..Ito.wOY
.._14.ntry<OYnI.<t MON.n pnD 0.w.\I N.IW.wLq]<.0.COI.CUOVIv N
_ w..........
City of Renton Water Department Service Area --
Atoll:ATrnN
.•v,ir•uw�r.W,wetA..or wr. ..TN�]e�le n.oay.o.W,.neat .,,.e.
Owner
1Wy prtnatmO oq.MOw.iNu•IC r01W I,r0, 1-111lW wnP�t rC]I ONOi�rCYVO�W v.np NOvip]O rr -.•_.
O.rgM d11],C1]ql}1C.COW.r.]S�
YES ❑ NO
# 1, 2, 3 9
BtroAiNC_ DESCRIPTION OF SYSTEM PROPOSED OR INSTALLED
] 'Tyr MI,�.CIiNb' •VW.NM.YO.On+Oyl Nwl,nH p.N.U.rUM]I,YtNnq l,]IrC:
I'P:' t_[,5�.-1i.`_�Is 2 stage
Cap' . :M gall0r; per minute @ 200 feet TDH.
Power - -.:u Horsepower - — ----
CASin9 Site - 24-inch diameter
7.
IF 10 heat-1,111r,OR
POINT,A STORAGE e,AM,TMVSl at F,LFO TAW,l.ONAT01M3HAw IMTMpt A"" 4LLU10 Off
I OR TO MORI
MFA,T mSnuG
y1cNS.FROM TMF Otn SATMENT 0,tCOLOGy lOttrFST
SIGNATURES
Y��IT V
,w, Mayor
p cIty 0; Pe .
•.t e>r.l,l,l
200 MI11 Ave. 5 - Re•ton, MA 980;5
uoA.a+oO.M,I,oa,u:
FOR OFFICE USE ONLY
STATE OF WASHINOTON
D(METMFNT OF Ec»LOCn'J
Th6 it .o eertifc that l Aotr elomined thin ApphrenoR lepther w'th the occomponunt nmp]
aMd 4104 Mf all reMrRIPW it for rv""'Ion or mmplpH(1n Ol fOfrpMy: .............
........... .. .... .........
'7n orrMr to rrreia!n priorfp dare, this appfirarinn ,Farr hr W-Urned o the Deportnwot of
Ecology. will,cone-,boot, on or Mfr.r....................... 19. ...,.
Witrwta m,l l,and rA................dot,of............... fY..,. ..
_—_,_-• _ 0-
ACTION NAP •
,r
Set. _.....A]... ..._... __...Twp. ....._. .21.............N. R. __._.5E ......... _................... ...
I
1 I
1 1 ,
— — — — — — — — — — — — — — — — — — — — —
O I
K NW uLrLl 1
- ___
.........
....�. . . . .... 1
\ _ .... .... ....._
L
WlLA.IiP� OWELL
00
�. E
I
�..CEGA my Omok
V1' I
. . . _ . . ... . . . . . . i. . . . � . . . . . .. .. . . . . . .
I
I
I
1
I
I
I I
- --'...L.. . .. . .. . . . . . . .. . . . . . . . . - - - - - - - - - -- --- a. . . . . . . . - - - - - - -
I I ,
: I I
I
'.,an•1d0 lra nr<h rmall pwrr IJ xrl
Sha. hY r rear IXi rM lywon al rviei of di.eninn uudwe � rr wurw� m pnm el mnhJnvd IA•eund•rMer rwrce L•.
yound.uer rppllcn,aar,rhos bl r 1,W.i01 IN kcu,enr o1 whrr-04 w curb•irhin r twos of r mik.
I ndmm vnrby dma�om Irem a¢rn roman in rpur brk+
RENTON 2 MILES
N1w<h here
Fold lbty wale
77= i
A
FEET 0 400 9" 1.700 1.600 2,000 2.400 2.KO r.200 }^ 4,000 4,400 4AM 5,200
ltnrr i rhir MA . Y.
., Told r d, 11, —m nr ew nrl nrN M ran nw rle jI,M rn..IIM.ITb rr rnrP^•'.a
dtC ptON MAP rM.r Yaa n.n t 1rry dn.c,h bnm rhir rcrlr m mJmr proem and Imm rv,mr el dinmun ar•Ilhduo' .,
,M SECS N MAP Eakr,h'o mrp 0.,mnh 1M rpMkrrkn rnJ LA.pp arn..wuae M
•fm,in
1.M
W-655 WELL #9 - Drilling WT -9 2+
#1 Corre.,pondence
I DESABHINGTON STATE RW.XM•N:' 11SSnS
RTMENT OF ECOLOGY
RECEIVED FRO kl_,t „ , ( J�7�, �/ - ,B yO`
FUNDa
Grmeral _ Ret. Rev._.._.................MMc Wto..... .._.
sotmcN: __.. Other...................._._............
....
Water Cale .._. .,. Puhtl4aa,,.............. Adj"mtjom_._ Retunde, C.keL'IG.._...
Pei and W . Inveetmeate... ..- ... ......Other 1t0"_ .
" .. ._._. Thank Yes
.4wa
M`EIPT
N° 115807
WASHINC'fON STATE .
]�ARTMENT OF ECOLOGY
I ✓ ' -
Jqq99 .. ,
RECEIVD FAO
FtG
General .. ....Ret Rev _... .. BWc Pater _. OUror _.... ...... .......... Caak--_.....,...
SOUIN C j
Water Code ... Publications._..... _.. ...._...._. AnJudfeattons..__......,, AaNntls __.......
Per.antl Llc. .._ Inveetmentm. _._...._..._. RgietraUan. .........................Other. ........ _._. ](Q._.
t
Thank You
' � i,eivfD
W]IN sEeIIfNI v DEC 2 1982
Guvemat nlwAu)W W"
Dww,
STATE Of WAWJGT(^
DEPARTMENT OF ECOLOGY
4156150h 4vNM.a N( • RMnronn W4ihrphv 9B'1>:
NOVeabax 30, 1982
City of Renton
200 Mill Avenue South
lkmton, Washinwlton g8o55
Cantle men;
ke: Ground Water Application No, G1-24191
We have received your application for appropriation of water am it has been
assigned the above number. Please refer to it by number in future corres-
pondence.
Enclosed is a notice of your application which must be published Once a week
Lot two consecutive weeks in a newspaper published in ---
County. a newspaper jould ha general c'rcutatinnin c locality whe re
tlr water is to be diverted and used, ❑nd cugt he q r.lifi ed as a legal news-
paper. Publishing the notice in a remote part of the county, when eat neces-
sary, may he cause for you to be rsquired to republish the notice In a
designated newspaper,
ro assure accuracy, it is your responsibility to check the notice earefult before having it pub'] ed. 'r An error is detects , please contact t is office 7o—r correct un an or resolution. She actual date of the second
Printing must appear in both publications,
publication should start within 70 days from the date of this letter. After
pub l;cation, please send the lffidavit of Publication to this office.
oc;DSIkS S.ncerely,
SB/
Resource Mandgement
\ORTHWFST REGIONAL OFFICE
h
r.ncloqure
NOTE: PI RASE ADVISE OF ANY ADDRESS CHANGE t igto
t
FCY
0 Rev. o/78
Rev it<+
, 6/78
, "N
• � ��'0IV[D
DEC 1 OW
,Mn11(1Y.iMIM
Engineering
December =, 1982
S1082.00
CITY OF RENION
200 Mill Avenue South
Renton, Washington 9805S
giCITRG-3TATERERf
Invoice 01530
For engineering services through November 30, 1982 in conjunction with
Well No. 9:
3 hours Principal P $55/hour $ 165.00
hours Engineer 11 R 537/hour 811.0n
2 hours Technician I R S24/hour 48.00
7.5 hours Secretary N $18/hour 135.00
3 hours Nord Processor 8 $22/hour 66.00
SUBTOTAL $1 ,22P.00
Direct Expenses__ $1183:1,71
TOTAL AMOUNT DUE: $3,060.71
CHARiGIt 116, LAWS OF lVbi
CITY OF RENTON CERTIFICATION
Y TXt YXotlt.alpo N X10t91 Iten rT "",
eU4.111 pI I(aIV 1V. T.A, tXl Ylllll"'s Xa\(
atlX IY aI„1X111. fMl a(p V1p(a a\Xptllo pa tX
1Yp411 tlVaYlO a\011C41to to"N AND IX(`•
11t It IIY ppa a Ius,. nYt aN0 YNI t,p pa\'a 4t,
Wl o":, tryrt+V OI • dI M. (Np �TX4T 1
6416 f1111a. -/ a/�/i t/i�(�•�X[JO'�•(at11T
6,00,C V�Jrv-V
4 1/000/s i.14 (t ct �Ie1 4 306.0,71 �MJ. LIU
1410 Market Stleel,PO,Box 1180,Kirkland.Wa3hln0ton 9MI312M)82T.UW
s a
Engineering
Janusry 5, 1981
S1082.00
CITY JF RENTON
200 Mill Avenue South
Rt-ton, Washington 98055
BTI ]NG-STATEREW
Invoice 01560
ror engineering services through ealember 11 :992, in conjunction with
Well No. 9:
5 hours Principal 0 $55'hour Y27'.00
5 hnurs Engineer 11 0 S37/hour 185.00
3 hours Secret„ry 0 i,18/huur 54,00
2 hours Word Processor 0 $'?/hour 44.00
SUBTOTAL $SS8,UO
Direct Expenses 89.70
TOTAL AMOUNT DUE: $647.70
4 HARTF* 1313, LAWS OF 1965
CITY OF RENTON CERTIFICATION
rY1 C'04"w0%t. 00 NIIIUr HOprr ur,!.r�Y \lr bf lflVlY, iS,I rN{ M(1',,1♦ w
01M�f UUOYi brN n,I�i�4J oN..v �vJ+rup�M C\I!Y It � 1V\t,4\r\ • � rY n1'in,lr:lp
00arlr rryI,c hrr Or qn�. r
•YIFt0121e 10 IY/NINI : elIrlJ ,(wlir• ,p M,0 c\bM.
401/1110/tatS. sot .d7 0(11) *,'D47.7o
tN�. •LSW)
1410 Market Street,P.O.Eiox 1180,Kirkland,Washington 9800.7(206)8276400
RH2 ENGINEERING,P en2 MGiNE6 M y
F.'< 1:50 LIEN'S UUIf U Ulin IN UW U U Wt�
81dg.-t'Su11rQl9 A.a KtAND, b:ASN.WGl(:N 980a3 BELiEWE-WA',,H�iON 9g005
1•U-83 T S1082.0
To CITY OF RENTON Y 665
(hand deliver) Well No. 9 Production and
Observation Well Dr1111n4
---- """-"—"" -- Original Specifieatloil --_�
WE ARE SENDING YOU a Ahaahad Unger aeposte Moo vq ..� py fpppMpe pia,_
Shop drar,npb Prmtf Plans [1 Seng4a Cl Speefltatpna
Copy of letter Change order
nFt uq ko • WfC1.ebOry
1 Original specifications for Well No. 9 production and observation
well drilling - Y 665
i Cover/Index
Scope of ;lurk
3 Schedule of prices
4 SppclAl previsions
5 Technical provisicns
6 Vicinity map/call for hids
t1IESE ARE TRANSMITTED as cbeaetl Mlaw
For aMMVAI APPMved of syomoM Reaub".t
CVPNf for apgroYAl
to, your uae Appmoto ae mead Srbmtl npna In, drftnbuhun
Aa re9ueftetl RelWmid Few cwrechons ReNnn co"Kkatd pone,
I „ rewew oo cnm"I'l x For reproduction
FOR RIDS DIME 19 PRINTS RETURNED AFTER LOAN TO OS
REMARKS
COPY 10
SIGNED.
. •.ir. a .r 4'm Ir aMNY/!a W M 4.We,emery iyil W •nYI V
I
11:iil�r R�caord ( 'h��unic�
.� aOl 1p„
»a aUNNFTI e
aaN WA 660
MowsOW vt�awp
of HeuEol.
'.era is a t par cant mtarasi per month charpao on past due accounts
Date Deacnpnon Charpas TJ CCredita Balance
1963 Balance Forward
1 i 1 1ca o: npll:ca a on ?1 12 2I 12
e , HART ft 116, IAWS Of 1%5 --
.i4 9
D r,� d.wgnl0. 1n� YI Y..ctY grnuie D• .•OOD 1�.01.YFlyO�ar�1}yDlI�t�.lyiUp n111.n µD lw� i
,VYr1.
MO HlD 1 !�y tyl�pD w MD 1.41
�1 DMO fl•.i.• rD
• •
Affidavit of Publication
STATE OF WASHINGTUN 1
COUNTY OF KING 1( OF
Cindy Strupp newe,first duly rwornon
oun,deposesend sets that ehelsthe chief clerk wf
THE DAILY RECORD CHRONICLE.,a newspaper Published sir lameness
wetY.That said nawsMper IF•Iqd mwe W Mr all It Is;ww end Ms bvn
mo
re ore the m n rle onths prior Inthe ate of puhliullon referred to,
printed and published in the English bb Vale c.nUnwils as s newap.ppeer
howllanddfvr all of aweie�n was
wEn an ) W'nAlnaton,and ltie
new and during of of aid time r rimed In an.ThatIll the Daily er 1M
C(onald"fete of Publlcetion of egad....Paps,.That the OUh Orford
Court ae Res Mena Weed u a lead...ed.'Pa",1. by urder, i the Superior
Court d the County4n wM.,u H published.w rlL Kin.l'nunty,
W. Ion to. Tnatrhe.nn.sedua Notice of Application
STATE OF WASHINOTON _..
to Appropriate Public 4aters DEPARTMENT Public Notice
OF FCOI OOY Panel ro app'oraah mac
NOT'CE Of walls w p
APPr CAr nlncl to •R N,
s spa was r 1 once
m regularNfor aes .nil RIA nphh. bum wW Ill
no; m supplement form of said newspaper�nnre each Issue Im•Period f0 APPROPRIATE amwn o1 3100 p4bnr par
TAKE PUBLIC
m mail
ATER$ .nut• •ace l Ior
That munopal supay conlwu,
of 2 consecutnerouee.c..unmenca�a he heoho.Was'ryppn onnOc. Wes � shom a ma
Ialar f1. 111r under WeOesea approp " R w
14th day ofending
aeon No Oi.Eafel Ny ly Ponec IMORanseslwa,Ci7 Town
Jwnuary • 93 and andmtll r
sop 2J N R SEW byin Karp ruuoeyly
PraaR a nbappla,a In
21rrtAra! jallu"Lly • : 3 tirH,eetr, 1.31 adeaePWeanon
14"bt re.sad 1MI eseh newsy,pet wen tit he"ttryo Jso,.a r'Ins m .m must include n alnlee
rcNMn dunnR dl of uW pennd That Ill tali am=,nl ,d the tee aleleewnl po ill coal
IVIWs,prdNah ss,ual On
M
aown,paMd fY•Iero doeffor
chortled for the foreign ty PunllcUmn a the sum off 9 9whwh 3t WI was, q IN cell Ma Men Pa.0 w f all O tea rm•of per Cohn of one Aundr��b�TIM 1M nhd wy ny Oepa'tnisnl d itnt murtwn arW psr Id110 of oaf hundred ward !nr wch ty
�narlwn brpuenl Ecology. M dy �yyeaa
(\ Ospero.h Of SODOM
...r I1\n. � 4M I� IIk Ot
Y • nedmond, Wpninptan
Chia! 'Lr rk nth Meahim
d~.WYFees
9uhscrlMd sod.wnrnnr hrgme n.e this 214E OaYM all fs,llN Rapp d
January . le 33
�-i �i�ZdfctGy�
NmAry public In and the St of Wleldtyton.
mo heat Ktep CmlRev
Federdl t u
—passM by 1M Letlulature,t•1,r,it now n as Se Na to B Ill 211,•Hest I se lures
Vlh. lit i
—Western Union Te eeaph Co rules for oununtl words and❑guns.
edopt•d by :M rwwspapr..,:f the rice
RT111151FLLMAN i me 11W naXA
Caarnor Oenw.
STATE to W A V IW TON
OEPARTM 4T Of ECOLOGY
IJSO-ISMAv rhif a RednWd Wayhryron9WV
Fw uatY 1, 1983
City of Rc:ttan
200 Mill Avg. South
Rent<,n, Plaehington 98055
Dear Sir.:
Ref Ground WATER APPLICATION N0, G1-24191
On gg? this office sent a notice to you
for publlca o in a newspaper within trite County.
We have not received the necessary Affidavit of PubllcAtion and there-
fore cannot ccntinue to process your application.
Please reply within thirty (30) days OR, if you are no longer Interested
In the application, please sign the statement beluw and return It to
this office.
Sincerely.
SR/
10OURCE MANAGEMENT
NORTHWcST REGIONAL OFFI�L
PLEASE NOTIFY
OF ADDRESS CHANGES
I AM NO LONGER INTERESTED IN PROCESSING
WATER APPLICATION
NUMBER AND
MEREBY AGREE TO IT BEING CANCELLED.
ECY 040-l-:4
Rev 6/80
OF RF �
� T
0 PUBLIC WORKS DEPARTMENT
1 WL _ DESIGN;UTILITY ENGINEERING C, 235-2631
MUNICIPAL GUILUING 21W MILL AVE.$O RENTtN.WASH.IRION
b
P
♦tEn SE v�kW'sP'
HARRARA Y. SHh'POCH
MAYOR
February 3, 1983
State of Washington
Department of Ecology
4350 - 150th Avenue N.E.
Redmond, WA 98052
Re: Ground Water Application No. GI-24191
Gentlemen:
Regarding the above application, the City of Renton is still
pursuing the matter. This was pul.11shad on January 14th and
January 21st, 1983, Ws bare not received the Affidavit of
Publication as vet, As soon as It is received, we will send
you a copy.
Please continue the processing of this appllcat:un. if you
have awry Questions, please call this off Co.
Very truly yours,
Ron.ld L. Olsen
Utility Cnginamr
RLO:3ft
MI
PtCE'•YtD
FE6 " yt,s
Engineering
February 4, 1983
51082.DO
CITY OF RENTON
200 Mill Avenue South
Renton, Washington 9,3055
JU.4 10 STATEMENT
Invoice 01596
For engineering services through January 31, 1983, in conjunction with
Well No, 9:
6 Hours Principal a ESS/Hour 330.00
2 Hours Word Proc. P V2/Hour aq,
00
374.00
Virkct_ Eapcnses
23.7T
397.72
CHARI Yt 116, LAWS OF 19b�
CITY OF PENTON CERTIFILATION
Nn e�yw�r rs11�rcti�i'.Me
4O1/m/4'Sal y,.0 elf) 317 wV. al0%)
1410 Market Street.PO Boa 1190,Kirkland,Washington go=(206,rt27.6400
Affidavit of Publication
Mm.hnI dul.•.. .,,
wM,deP.weaM ulxnN•". dtM
11R D�0.V R{!OI{DCMIIOlIK7i,e lnwaPePer puhuMNara la,nm<ra OF NOOIppV
far m TKi a kk ki a MAN and a,....ad ha.arrn MOTam OK
M�d{V W NNKa M IM YN M publwwlen MrrrW ... AM ICAMN
P�.w�AM IKIUIMetl Id.K. cununaaill"amwa pap-. TO APFKO►JMIiT1
�MYWtlb.ridl am
am atp4m11yy"c'awl)y,WalulylaK,w,,,. F11ylO tA1KT♦1�
KN W tlKe1y AN�idld hide M�11aMlw all alike aMIMa1Md al the TAIL[NOTIq,
ataeewN NNV d FIIMIpNhM d YN Mw.paper TM,Ihr Oall) K......I }ryl (�. a Rrrypn pl
(coirr,MM aomo, I- hic wal.tlal Mw+WMrhi order nllhr WlY•, K,awn, 'Eno,
Cwn MIM Cewm. mwMul,NNwMLMd to wu.l.,ny,..unn NK�I� WANMh
N..nmamn. Ihot lM hn,w.<Jiu a. KKM IP4 MINDwkaY `iNl y"00"
ynta, r.un we. Y, K.
anq,ma?EEEw%, pw
T,rvls each Aar Ipr
w+11 Y. 1%1-mV kvw, dh,.h,
aW In aemeM them al.uJ n.w. ,.puM,aMJmrraulanuuw anJ •wee YM •Mw td a.
IMper once aa.h .+ua by a pn,+l p limed ah,C" A w
.<ele.en.,n Oea.r Merv,
Val EI.if
.k WM
'r WM
......
' — u.n.e.uuie uaw+..nmmen i11< ^hKM� ^•,a„haVe
m"ultNa Jr 41 4ppk,e M
Hd .� Iv anJ<�nlm.m.' wH MNO. a
ARM,rK.. N .•been 0,
EEleflawa idelaee '•h
JaY ul l Iv - MwhJaie. (WWI a aedeaq Aft .
,Milo'" dwi tM1.Ith hl N,rr u..t It, tlMhhu,,d m n•am (WWI r�,d.• M l of
acHMra donna .*il It wiJ pun,.J i'nnt Ihr full amount hY .� ,r ,#d eAK.:ne O,wnwc+MM
kcO1.0 , N uM wawa
warn
ahaned for Ow. /u n.utKK pudhon.w ,. the .um crl !'° • below
(Mlwlmwom Fmp
Na fawn Paid In lull at the rate W per I,dw MnM huddrW wllrtla,w;M m Nfte
Nwl idwr,Iun an•. per IMm.d nM humlrN wan.IW eaEK aub.eAwm 43M Ow AmA (e
InMHmn Kedmpna. Wash., n
and M.Nr MM.
RuhacnMdanJ.wwnU•Iwhh<me m,. Ja,M
le
/ FJY
NnldrY Public t�Iw MM K utIMh,n.
M.ulia.ly./,"Kin.Count,
PK..mi l,v IM 1 wpalaluR.IKa,am,w n u;Mrol<KJI Jal,eKe.bre Jom•
an leaa
WeHern l'won 10e.raph lE nib.Iw<thmun, w,+rd.and t1pur,.
adnpteJ hr the,nrw+pt wl,fat tM Nate
OF kf
rj r PUBLIC WORKS DEPARTMENT
RICHARD C 14012 111ON • 01RiCTOR
�' ✓g MUNICIMLeU1LDINC 700 MILL AVE SO RFNTON.WASH eeeM
BCD �RSt�E.
BARBARA V, SHINPOCH
MA"
March 16, 1963
Mr, Roy Bishop
W itirce Management Division Supervisor
Derurtment of Ecology
43S0 150th Ave, NE
Redmond, WA 98052
Subject: 11110orory Authorization for Drilling Weii Ao. 9
Dear Mr. Bishop:
This letter is our request for temporn ithorizatio" to
pursue the drilling of the production and observation wells
for 6, ii No. 9. We Are ready to solicit competitivo bids for
the purpose Ot having a contractor proceed with drilline the
well as soon as possible.
Based on our telephone convorsations, we believe a temporary
authorization is preferable to a permit due to the cumberrome
nature of permit application conditions and approval.
Thank you or your prompt attention to this matter .
Sincerely,
Robert E, Bergstrom, P.E.
Engineering Supervisor
cc: RH2 Engineering, r.',,
r'A
I)fl'1KINd^,l !ill( l �lttt ,l
March 22, 1983
Mr. Robert f:, RerKStrom, P.E.
• City of Renton fvAlic Works inept.
Mmicilwnl Bldg., 200 Mill .Ave. South
Renton, Washington NOSS
'1'eaporury Authorization To thrill, Oewelop OM
Toat, lhdor ,roan Water .Application 61-14191
Llear Mr. Bergstrom:
Referoncc is made to your letter request dated Dhrch 16, 19Rt for temOx)run authorization to drill, deytIop and test the well described under the
withdraw l ve of 3SUOl�pcqmmatfran a rll rproposodnto asked
be drilledr a gto it deptlnund rof
100 ftrt, having a diumeter of ,t inches and to be lo,_ated approximately
one-fourth mile from the Cedar River.
The legal notice for this application was published on January, 14 and
1, 1983 and the 30-day protest period has expired with no prot,+sts;
Your therefore, current request s in accori with cunversatlots during
our meeting last fall, in that:
1, We need to tIOw if significant hydraulic continuity exists between
the river .nd your proposed well since instroam flows for the Fv*dar
River have been estuWllshed under Chapter 173-508-060 WAC and since
ground wat r in direct hydraulic conttauity with surface water is
considered part of tho drains,g0 system, Chapter 173-S08.050 WAC and
subject to the restrictions of sold WAC.
Also, consideritng the sire of your proposed withdrawal, before
issuance of the final appropriation permit, drilling and testing to
determine availability of water and the effect to the Aquifer
should prove beneficial.
Therefor+, after fully considering yyour rogarst and finding it consistent
with State Water Code Sections 90.03.2S0 through 90.03.290 RCW, which
deal with proper %huwinngg for tem;xorary approvals and 90.44.0bo "',
%filch ties in the grouwl writer code, you are hereby granted temporary
approval to drill the wells and test to determine <u•ailability subject
to existing rights ,uxd the following conditions:
Robert E. Bergstrom
March 22, 198.1
Page two
1. A well log of the completed well shall be submitted by the driller
to the Department of Ecology within thirty (30) days of completion
Of this wall. This well log stall be complete and all information
concerning the static water level in the completed well, in addition
Ato rosy pump test data, shall be submitted as it is obtained.
2. Instillation and Maintenance of to axes, port ,is described in
Grmuad Water Bulletin No. I is reyuirti. An air line end gmtµe nviy
be installed in addition to the ar.ess port,
3. All water wells constructed within the state shall meet the minGmmn
standards for construction and mniutenawe as provided under RCW
is.10d (Washington Water Well Construction Act of 1971) and (hapter
173•la(l WAC (Mil inn Standards for Construction and Maintenance of
Water Wells).
J. Aquifer test procedures shall conform with WRIS. Infontation Bulletin
No. 30 (copy attached), and subject to review and analysis by our
Water Resource Investigation Section,
• Also included is a espy of Office Record No. Ht , (Raided lams for
Determininµ Significant ttl%;aulic Continuity. Although the judgm.nt
of continadty rest$ With us, the information Lea)' assist you in
providing us batter test d.+ta and you okay wish to work up your own
analysis of which we weld consider. In reference to the guideline
(page 1, secant paragt , item 1.) you should recognize that most
stroambeds have a somewhat ispervious tsdoriayituc slit blanket.
This %wid not, in most eases, be construed as tmbmrvious material
separatityi the wall from the strewn as water mxwement below this
blanket in most cases is a hart of the stream.
S. Issuance of this tt'garary authorization to constrwt ani test the
well, anR improve the site, does not assure the granting of an
1ppt:ry)riutlon permit. Any ex{wtditur, of funds involved in the
devolupment of this well shall be at the applicant's own risk. We
will evaluate all data and will approve your AA���qq+rtpriation permit
after we can be assured .hat this request, combind with other
approved uses, will rot exceed the ;soul recharge of the respective
water bearing zones.
6. This authorization is in effect until October 1, INS unless sooner
rcvoktd aid clops not preclude the onus of the applicant to pursue
reasonable d!ligtvrce in acquiring the regular Appr+)ariation l'enmlts.
Robert B. Bergstrom
y4trch 22, 1983
Page three
hnu• contact in wir Regional Miter Resource Section is W. Ry Bishop.
Please call 1•: at 884-1900 should you have questions on this.
Sincerely,
Robert K. Dico mirk
Regional Manager
Nurthwvet Regional Office
IWVRO:jw
F•nclosures - GNB Ml
WRIS, Info. Bulletin 030
Office Record No. 86
cc: Rick HuAvrt, RIC iwgineering
Moe Butra, N91S, Scuttle
Engine4p�inq
April 4, 1983
S1082.00
CITY OF RENTON
200 Mill Avenue S.
Renton, WA 98055
SILLIN6 STATEIIEMT
Invoice 11661
For engineering services through March 31 . 1983, in conjunction with
Well No. 9:
4 Hours Principal MS/Hr. 220.00
2 Hours Word Proc. 1IS22/Hr. 44.00
.5 Hours Secretary NS20/Hr. 10.00
S 274.nv
^,P} CHARt cR 116. LAWS of 1965
�I! CITY OF RENTON CERTIFICATION
:IMF,1� ,V.'l l,f'.Vr•. �'1 , ,�Ir„ i
�s�ry1,♦ „1 „ 1 , .,
rl J,1^vri 1.MBV
�
14
�4t 40.au A. *n
V �
401,060/65,S41.Al ca (14) R]1 00
1410 Market Slreat,P.U.Boa I180,Kirkiand,Washington 980031208i827.M00
4, g &—��-�merce
jouial o
mn•eu.lw alai
M k" ' .U1114 AT M4 9110211) etLATIL6 WAM plrY
aw_ Anrl,t xl. 1967
r
Cltrr of Renton I
Offtce •f City Clerk
Mttntrltel Rutlding
200 Mitt Ave. So,
Renton, We. 9805S
Nonce of !id Call M30Y2
neeeien well
P
W, liner @ 1.00 per line SA,00 II
56 11nee @ 90t ter line 4a,60 � 110i.60
I r
r;
Flhllehed April 22. 29. 1969 ti
00 Ci:A,iIM it6, LAWS Of I*i
CITY Of RENTON CERTIFICATION
4!M. uY�INgY/!!!YIgP < 4,4, rirm!
Oil,I I, VIA
l�;,1 Of Illi•`O,. Iw.f Iq Y,4.",1 w;♦
,
1Y. 01bY I/A WI, W ..e ur.U!0*ul.ryOY
.l.,YY� �.
IV,
YO4" 77 .Y Y.YIr ♦ t .MO ,.. .• 0
IWMI• Y�V �lw
►Mw lr.pd!Aleuet NtrMr rp*y�lrl .'i 4•IN 411
�I
Affi.'avit of Publication
City of Benton
Develop Kell
SW Dew.ei.y a
IN teD CA0101t Ilf�"tµ�t „ STATE OF W nn4 Ob.eneelan WeII Dnl� ASHINGTON
ire KING COUNTY,
&glad bid. wfll tar roAlerd SS.
unl❑2.W rrJJWay 3ys
the City C'YVrR'i otureaend Trill
and publMlr ree.'in The undpraf
the t►Plaa wdemtia llun�;r
sutho,,g d r rmrN, on oalh states that he is an
tea Yynk 1D"ti+bwlad I daily new preapntative of The Daily,inurnal of Cnm
eel t9 4 Jf general circa ation and itper. whirl, oow and a le xI merce.
the ':han six months R newspaper
Prior to the date of has been for more
EM etered to, published in the Pn PuElkation hereinafter
u e daily newspaper in Seafllrglh ry'ianguage rontinuowly
utd It is now and during e,I of said timeount, Washin
ffi0e maintained at the aforesaid gtnn�
his newspaper. The Daily Journaldof Com of Printed In an
4. hIW he
Upsday •:f dune, P Pe wag
of
a t:>he Su If approved merge sPa er the
m%W
tap a int. perior Cnurt of King County. a legal news
Paper hl.
atrnv: la notice in the lady form annexrd, waa Published in
'at r«t'Itular iaJum of The Uaily Journal of Commerce, w
nrno-gularlY distributed to iis subscribers d hich was
R a �a;ated period �n8 the hebw
pa x u. I. a v�, The ennexavl notice, a
Pnataae, Ifum}I dxq sll. _...
will 6p m/unaaq•:pan slum of _ Id�t ...
tha P ons an C 10 of.iM Ca1l ..and Itanr{Drelioa.ln...
toWlum wllhie tbtrlc ............. .....
rota OW betas puhlldud m -APt'51..,22«.. ...rn ....1
A tut tied ahem tar bid blur ......_.
m the ertmunl of flue R'I!r'al .. _..
04 i o11M Inla amuunl of astir•-
Stm t«r.Npan-mwh bid ..._._ _„_.�...._..... .....
YIYa Patr i}rxtl1�vaeaa 1t11hd ""'
rlmin.lion Phllrior
1y y
MAXSIt G MlY!'t1R
CI1_JC r■. ........_.........T.:[. ..
rP I p\IliCp{I n IMa. Ca ' Subscribed aDrl ••• ....
mpne,APTIl7am1� aM� to �a(Ore me an
Ar ...__.._..__._.._-.Anri124
Nrr.rY rabt�ei� t. w..i�lart�.
caur� Na cwo O4/6-43
1 �wwcxo
TO
w,.o0 n �W 9837-3
1
BID PROPOSAL
1 AAID SPECIFICATIONS
1 WATER PROJECT NO!
1 W665
1
1
1
WELL NO. 9
PRODUCTION & OBSERVATION
1 WELL DRILLING
cmv OF 14ENTON
ry�ry� ENOINlHRINp
1 !00 M,/ILIL SL(OW. M10 MAAKHT MT
R�iNTON. WAlM. KIR 4No.
WA.
PI&W MD
1
1 C XYrrACTo PKM O�H N CONTACT; RR NARBHRT
i
' CITY OF RENTON
' BID PROPOSAL AND SPECIFICATIONS
WELL NO. 9
' PRODUCTION AND OBSERVATION WELL DRILLING,
' W-665
' INDEX
Page
' Title Page
Index
Scope of Ww
Vicinity Map
Call for Bids iv
Instructions to Bidders v
Summary of Fair Practices/City of Renton I
*Certification by P-oposed Contractor/Sub-contractor/Supplier/Ref, EEO 2
*Minority and Women's Business Enterprise Participation 2A
`Certification of EEO 3
*Certification of Bidder's Affirmative Action Plan 4
*Non-Collusion Affidavit 6
"Certification Re. Assignment ut Antitrust claims to Purchaser 7
*Minimum Wage Form B
*Bid Bond Form g
`Proposal 10
t *Schedule of Prices 11
Bond to the Cit • of Renton lA
Contract Agreement 15
`EEO Compliance Report Sample Form and Instructions 15A
' Environmental Regulation Listing 22
Special Provisions 25
Technical Provisions 42
' Standard Dr& ings (If Applicable)
Project Plans (Attached)
' Documents marked • above must be execute by the Contractor, President and
Vice-President or Secretary if Corporati., by-laws permit. All pages must
be signed. In event another person has been duly authorized to execute
contracts, a copy of the corporation minutes establishing this authority
must be attached to the Bid Document.
t City of Renton
Public Works Department
Renton, Washington 98055
1
' CITY OF RENTON
WATER PROJECT NO. 665
' SCOPE OF WORK
The work involved under the Terms of this Contract shall be the complete
drilling, logging, and pump testing, of a 24 inch diameter, 100 foot deep
water ptoduction well, and the complete drilling, logging and development
of an R inch diameter, 400 foot deep water observation well. The work
±hall be as shown or as can be reasonably implied from these specifications
ani associated construction drawings.
' Any contractor connected with this project shall comply with all federal,
state, county and city codes or regulations applicable to such work and
shalt perform the work in accordance with the plans and specifications of
this itract Document.
1
1
1
1 ii
- \ wca
\ WASHINGTON
o
s
J
N
m
0
RENTON AIRPORPROJECT
1
' W
Y
4.
IDEATION
1�lNTQ�Ii
BRONSON MAY
' PIE VALLEY NIWAY
CEDAR
' RIVER
PARK
7th ¢ CEDAR RIVER
L ON GA,
0.ACE
TRACK
VICINITY MAP
1
(Mon-FHWA on i,)
' CITY Of RENTON CALL FOR BIDS
W-(• > - Well Nu. 9 Production and Observation Well Drilling
1 Sealed bids will ba received until 2:00 p.m. , me% g. 1981 a' the
City Clerk's office and will be opened and publicly read in the t�i hl aor Con-cren<e
Room, Renton Municipal Building, 2JO Kill Ave. South.
The work to be performed within 121 Working days from the date of commencement
' under this contract shell Include, but not be limited to:
Drilling, logging, testing and development of a 24 inch diameter
production well and 8 inch diameter observation we 11,
1
a,
The City reserves the right !o reie,t any and/or all bids and to waive any and/or
all informalities.
tApproved plans and specification, and form of contract documents may be obtained
at the Public Works Department office at the Renton Municipal Building for
' deposit of $ 25 uch set plus S_4 Or to cover postage, if mailed. The
deposit will M rt undad upon return o he Plans and Specifications in good con-
dition within thirty days after bid opening. The mailing charge will not be
refunded.
A certified check or bid bond in the amount of five percent (52) of the total
amount of each bid must accompany each bid.
The City's Fair Practices and Non-Discrimination Policies shall apply.
City Clerk
t
Published:
' Record Chronicle: April 22, 1983
April 29. 1983
Daly Journal of
Commerce: April 22, 1983
April 29. 1983
t
0
INSTRUCTIONS TO BIDDERS
1. Sealed bids for this proposal will be received by the City of Renton at the
Office Of the Renton City Clark, Renton City Nall, until 2:00 O'clock v.r.,on tNe date specified in the Call for Bids.
' At this time the bids will be publicly opened and read, after which the
bids will be considered and the award made as early as practicable.
' No proposal mtlY be changed or withdrawn after the time set for receiving_bids. Proposals shall be submitted on t'• forms attached hereto.
' 2. The work to be done is shown on the plans. Quantities are understood to
be only aintitimste. Final payment will be based on field measurement of
actual guan[Itlas and at the unit price hid. The City reserves the right
tto add or to eliminate portions of that work as deemed necessary.
;. Plans may be examined and copies obtained at the Public Works Department
' Office. Bidders shall Inspection of the site.satisfy thamselves as to the local conditions by
4. The bid price for any Item must Include the performance of all work
necessary for completion of that ite as described in the specifications,
S. The bid price shall be stated in terms of the units Indicated and as to a
total amount. In the event of errors, the unit price bid will qovern.
Illegible figures will invalidate the bid.
6. The right Is reserved to reject any and/or all bids and to waive Inform-
' el Was if It is deemed advantagaous to the City to do so.
7. A certified check or satisfactory bid bond made Payable without reservation
' to the Director of Finance of the City of Renton in on amount not less than
5R of the total amount of the bid shall accompany each bid proposal. Checks
will be returned to unsuccessful bidders fmmedla rely foilawing the decision
as to sward of contract. The check of the successful bidder will be
returned provided he enters into a contract and furnishes a satisfactory
performance bond covering the full amount of the work within ten days after
receipt of notice of intention to award contract. Should he fail, or refuse
' to do so, the check shall be forfeited to the City of Renton as liquidated
damafe for such failure,
' 8. All bids must be self-explanatory, No opportuni,y will be offered for oral
explanation except as the City may request fu-r ,er Information on particular
points.
' 9. The bidder shall, upon requts t, furnish information to the City as to his
financial and practical ability to satisfactorily perform the work.
IU, Payment for this work will be made in Cash Warrants.
Rev. 7/15/81
' CITY OF PENTON
SUNNARY OF FAIR PRACTICES POLICY
' ADOPTED BY RESOLUTION No. 2340
The policy of the City of Renton is to promote and afford egaa:
treatment and service to a1: oitisens and to assure equal smpisy-
ment opportunity to all persons regardless of rave; orsed; color;
ethnicity; national origin; eta; the presence of a non-job-related
physical, sensory, or mental handioap; age; or marital statue.
t This poIioy shalt be based on the pr{no{pies of equal employment
opportunity and affirmative action guidelines es set forth im
federal, state and loyal taus. All departments of the City of
Renton shall adhere to the following guidelines:
U1 ENPLOYNEN_. __Y F11AC'TICE$ - All activities relating to employ-
ment sue as Neru tmen t, se ieotion, promo ei on, sermtnatt on
and training shalt De eanduo hd {n o non-di esrim{nasory
namner. Personnel decisions Will be based on individual
Performanot, staffing requirements, and in aaoordanoe
With governing Civil Service Laws and the agreement
between the City of Renton and the Washington Elate
' Coaeoil of County and City Employees.
i21 COOPERATION WITH HUNAN R OR.$ OR R:'ATION - The City of
•neon n w cooperate ,y W t a organisation& and
oommi ions organised to promote fair practices and equal
opportunity in emp:oyment.
(J) APFIRNATIVE ACTIO.R P OORAN - The City of Renton Affirmative
1 e mrogra`m w e maintained to faei Iitate squitabte
representation within the City Workforce and to sssure
equal ORpp'oymtnt opportunity to all. It shalt be the
sesponsibii{ty amd duty of all City officials and employees
to carry out the policies, guidelines and oorrective
measures ss set forth by this program. .orreotiva
employment program• may be established by the Nayor on
the recommendation of an Affirmative Action Committee for
those departments in which a protected class of employees
is under-represented.
(t) CONTRACTORS' IOA I10 Contractors, suboontractors and
rupp t�iri eomeon ll
nounp weinsse with the City of Renton
shat2 afli rm and on,
to the Fair Practices and Ron-
Disorimination policies set forth by law and in the
Affirmative Action Program.
' Copies ,,,' this policy shall be distributed to all City employees,
*hall appear in all operational documentation of the City, including
bid aa: and ehal2 be prominent ty displayed in appropriate City
' faci,it
CONCURRED 'n the City Council of the City of Renton, Washington,
this i day of Just .Aso.
CITY OF MENTOR CITY COUNCIL:
' mayor Council President
Atteat:
Laved: July 10, 1972
' //�M /AA/ Revised: February 9, 1976
tY et Revised: June 2, 1980
_M
1 CERTIFICATTION BY PROPOSED CONTRACTOR, RURCONTMCTOR AND SUPPLIER REGARDING EOUAI, EMPLOYMENT OPPORTUNITY
a me
. U r:1LI r
ems O r N on rac or -7ro set
INSTRUCTIONS
'This certification is required pursuant to Federal Lxocutive Order 11266. The implementing rules and
regulations provide that any bidder or prospective contractor. or any of their proposed subcontractor,
and suppliers, shall state as an initial part of the bid or negotiations of the contract who thar it has
participated in any previous contract or subcontract subject to the equal Opportunity clause: and, if
teo, whether it has filed all compliance reports due under applicable instructions.
The City her heretofore adopted Resolution 2710 under date tf 7uns 2, 1900, amending a -Fair Practices
Policy.' as implomentod by an 'Affirmative Action Program' therein amandinq the policy of the City of
' Penton to promote and affori equal treatment and service to all citizens and ,o ensure equal employment
opportunity based on ability and fitness to all persons regardless of race: creed: rolorz ethnicity,
national origin: sex; the presence of a non-job-related physical, sensory or nental hondicap: ace or
marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers
' Conducting burin•.as with the City of Renton who in turn shall affirm and subscribe to said practices
and policies. The aforementioned previsions shall not apply to contracts or subcontracts for standard
comme total suppliers or raw materials or firme or organizations with less %Ian eight employees or
contracts of less than $10,000 business per annum with the City.
when the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by
the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precontago of minority
employment will be that percentage which is currently listed in 'Appendix I' (City of Renton Goals and
Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Procter is
tavailable for review at the Municipal Building.
The undersigned Contractor therefore Covenants, stipulates and across that during the performance of
this contract he will not discriminAts against any person in hiring, promoting• discharging, compen-
' asting or any other term or condition of employment, by reason of such person's status, reference
the (11) eetegories listed in par&. 2 above.
Contractor further agrees that he will take Affirmative and continuous action to insure full complis rce
with such policy and program in all respecter it Cairo strictly understood and agreed that failure t>
1 comply with any of the terms of said provisions shall be and constitute a material breach of this
contract.
Contractor shall, upon request and/Or an soon as possible thereafter, furnish unto the City any and all
' information and reports required by the City to determine whether full compliance has been made by the
Contractor with said policy and program and contractor will permit access to his books, records and
accounts by the City for the purpose of investigation to ascertain such compliance.
Contractor further acknowledges that he has received a true and complete copy of the City's 'Fair
practices Policy.- ulr .F lotw � +
ont11rac enFITlCafion um r
CERTIFICATION BY: CONTRACTOR Sr SUBCONTRACTOR _ or SUPPLIER
NAME: _�yrjseSJlJiry �!u',l l•• c`
ADDRESS. 7 — WSh ate_ �1 (Tton
REPUSENTATWLS: S`.� ._
TITLE: PRONE; 1L4 3-W7?_
1. Contractor/Subcontractor!Supplier has participated in a previous Contract or subcontract subject
to the Equal Opportunity Clause: XV08 No
' 2. Compliance reports ware required to be filed in connection with such contract or subcontract:
-XFes No
I. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable
instructions: IX-Yos _No
' s. If Answer to its, 1 in -No-, please explain in detail on reverse aide of this certification.
CERTIFICATION: The informs Lion above is true and complete to the best of my knuwlodge and belief.
me an t • o sonar p ear, type or Pr n—��—
S — S! !3
nature at'�<
Reviewed by City Author
v a1
1
Rev. 4/B3
PUBLIC WORK Ok IMPROVEMENT
' PARTICIPATION CERTIFICATION: REF. RCW 3 ,.22.650
CONTRACTS 6XCEEDI NC 510,000 OR 15 000 FOR WATERMAIN CONSTRUCTION)
MINORITY BUSINESS ENTERPRISES (MBE)
and
' WOMENS' MINORITY BUSINESS ENTERPRISES (WM.-)
(BUSINESSES OWNED + , OPERATED BY WOMEN)
' Contractor agrees that he shall activaly solicit the employment of minority group
members, Contractor further agrees that he shall actively solicit bids for the
subcontracting of goods or services from qualified minority businesses. Contractor
1 shell furnish evidence of his compliance with these requirements of minority
employment and solicitation. Contractor further agrees to consider the grant of
subcontractors to said minority bidders on the basis of substantial:v equal
' proposals in the light most favorable to said minority businesses. The contractor
shell be required to submit evidence of compliance with this section as part of the
bid. As used in this section, the term "minority business" neans a business at
least fifty—one percent of which is owned by minority group members. Minority
1 group members include, but are not limited to blacks, women, native Americans,
Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn
affidavits presented by subcontractors in advance of contract award as one means of
' establishing minority status in accordan,e with criteria cited above.
To be eligible for award of this contract, the bidder must execute and submit, as
' a part of the bid, the following certification which will be deemed a part of the
resulting contract. A bidder's failure to submit this certification or submission
of a false certification shall •mnder his bid nonresponsive.
' MINORITY BUSINESS ENTERPRISE CERTIFICATION
ARMSTRONG DRILLING, INC. Certifies that:
Name of Bidder
it 4lj (does not) intend to sublet a portion of the contract work and
) (has not) taken affirmative action to seek out and consider minority
business enterprises as potential subcontractors.
t (b) the contacts made with potential minority business enterprise subcontractors
and the results thereof are listed below. Indicate whether MBE or WMBE and
identify minority group. (If necessary, use additional sheet.)
!BE Min. Or. WMBE:
I. Tsl.ba R .o^ .� Qr,.�Cw_(((i�.., a.) ® b ❑
(Name of Firm, Bid Item, Results of Con recce
2. _._.� __ ❑ ❑
3. ❑ ❑
' 4• ❑ ❑
5. ❑ ❑
Mr.lXs. _ Irv,l Cc �1r has been designated as
the liaison oft Scar for the a inistr+lion of the minority business enterprise
program for this firm.
' CERTIFICATION OF EQUAL EMPLOITENT OPPORTUNITY REPORT
1 Certification with regard to the Performance of 11-evious Contracts or Sub-
contracts subject to the Equal Opportunity Clause and the filing of Required
' Reports.
The bidder _1L, proposed subcontractor hereby tertifies that he has x
' has not , participated in a previous contract or subcontract subiect to
equal opportunity clause, as required by Executive Orders 1092S, III14 or
11246, and that he has - has not filed with the Joint Reporting
Committee the Director o t e OfficeOr
T•'ederal Contract Compliance, a Federal
' Government contracting or administering agency, or the former President's
Committee on Lqual Employment Opportunity, all reports due under the applicable
filing requirements.
1
J tY `O
(Title) 4
tDate: S.-S_ Y3
Note: The above certification is required by the Equal Lmployment Opportunity
Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1). and must be
' submitted by bidders and proposed subcontractors only in connection with
contracts end subcontracts which are subject to the equal opportunity clause.
Contracts and subcontracts which are exempt from the equal opportunity clause
' are set forth in al CFR 60-I.S. (Generally only contracts or subcontracts of
$10.000 or under are exempt.)
' Currently, Standard Form 100 (EEO-1) is the only report required by t"v
Executive Orders or their implementing regulations.
Proposed prime contractors and subcontractors who have participated in a
Previous contract or subcontract subject to the Executive Orders and have it
filed the required reports should note that Al CFR 60-1.7 (b) (i) prevents
the award of contracts and subcontracts unless such contractor submits a
' report covering the deliquent period or such other period specified by the
Federal Highways Administration or by the Director, Office of Federal Contract
Compliance, U.S. Department of Labor.
1
11
' CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN
Bidder is to indicate by check-mark which of the following statements pertains to this
bid package, and is to sign the certification for that specific statement
■) It is hereby certified that the bidder is exempt from the City's
Affirmative Action Plan requirements because:
"Average annual employment level is less than eight permanent vmplovees,
and the total contract amount with the City during the current year i,
less than $10,000."
Company
t B) :
title
OR b) It is hereby certified that an approved Affirmative Action Plan is on
file with the City of Renton, and that said Plan specifies goals and
timetables which ire slid for the current calendar year.
nmpany Date
' B1.
Title
' OR c) It is hereby certific- that an Affirmative Action Plan is supplied with
this Bid Package. SatJ Plan will be subject to review and approval by
the City as a prerequisite to the contract award, and it includes:
' 1) Present utilization of minorities and females by Job classification,
2) Goals and Timetables of Minority and Female Utilization, and
' 3) Specific Aff.imative Action Steps directed of increasing Minority
and Female Utilisation,
' company a(SAtte
t _ it lt- t
OR ® d) It is hereby certified that an Affirmative Action Plan will be supplied
to the City of Renton within five (S) working days of receipt of
notification of low bidder status. Said Plan will be subject to review
and approval by the City as a prerequisite to the contract award, and
' it will include:
1) Present utilization of Minorities and Females by Job Classification,
2) Goals and Timetables of Minority and Female Utilization, and
' 3) Specific Affirmative Action steps directed at increasing Minority
and Female Utilization.
nmpany (, aD to
t
BY:
Title
Rev. 9/9/75
AFFIRMATIVE ACTION PROGRAM Page 1 Of 3
' Armstrong Drilling, Inc. , hereinafter known as "Armstrong"
agrees to the following plan in meetinaits equal opportunity
t obligation pursuant to Executive Order 11246, and Title VI and
VII of the Civil Right Act of 1964.
' 1. EQUAL EMPLOYEMNT OPPORTUNTIY POLIC`.
Armstrong's policy assures th4t applicants will be employed
wil' be treated during employment, without regard to race,
cited, color enthicity, national origin, sax, the presence of a
non-lob related physical, sensory or mental handicap, age or
mafital Status.
' This policy shall apply to every aspect of employment; up-
grading; demotion; recruitment; layoff or terminiation; pay
scale$; and apprenticeship or on the job training.
2. EQUAL EMPLOYMENT OPPORTUNITY OFFICER
Armstrong hereby designates John E. Armstrong, President,
as EEO Officer with full ruthority to administer and promote
an active program of equal emplovment opportunity.
' 1. DISSEMINATION OF POLICY
A. Armstrong personnel authorized to hire, supervise,
promote, demote, and terminate employees '•o ,ecommend such
action, or are involved in any of these r.s will be made
fully cognizant oi, and will implement A gong's policy and
contractual responsiblities. To insure the advice is carried
' out, the following minimum actions will be taken:
li Meetings of foremen, leadmen and personnel in-
dicated in 3a above, will be held periodically not less than
semiannually and Armstrong's equal employment opportunity
policy and its implementation reviewed and explained. These
meetings will be conducted by the EEO Ufficer.
' 21 All new foremen, leadmen and personnel indicated
in 3a above will be thoroughly indoctrinated by the EEO Offi-
cer covering Armstrong's equal employment opportunity obliga-
tions within thirty (30) days following hiring in.
t 4. RECRUITMENT
A. Any advertisements for employment in the newspaper
shall include "Armstrong Drilling, Inc. ," an Equal Employment
' Opportunity Employer, or recruitment for "Minority" employees
will be by Affirmative Action order to the State Employment
Security Commission when a vacancy is to be filled by a min-
ority group person.
B. "Armstrong" will encourage employees to refer minority
group applicants for employment in discussions regarding the
' procedure for such referral and by posting appropiate notes and
t Page 2 of 3
5. p�RSONN6L ACT7aN5
A. All benefits, monetary, and working conditions will be
extened without regard to race, color, religi.n, sex, or national
origin. The following actions will be taken:
(l ) Periodic inspection of facilities will be made to
insure non-discriminatory treatment of personnel.
(2) Wage evaluation made •o insure non-discriminatory
wage practices.
(3) Periodically review personnel actions for evidence
of discriminatio.i and take corrective action where indicated,
(4) Investigate in full all complaints of alleged dis-
drimination and take appropriate action where indicated and inform
all Complar,ants of avenues of appeal.
6. TRAINING AND PROMOTION
A. Armstrong will endeavor to locate, qualify, and increase
the skills of minority group employees and applicants.
B. Consistent with requirements and as permitted within
Federal and State regulations, Armstrong will fully utilize
training programs for the contractual area and advise employees
and applicants of these programs and their entrance requirements.
C. A program of review of the training and promotion poten-
tial of minority group employees will be conducted and these em-
ployees encourage to apply for same.
' 7. UNIONS
Armstrong will seek the cooperation of unions in increasing
topportunities for minority groups within the unions as follows:
A. Cooperate with unions to develop joints training programs
t for the qualification of minority group members for membership
in the unions and increasing skills for higher paying positions.
B. Incorporate an equal employment opportunity clause into
' all union agreements to the and that each union will be contrac-
tually bound to refer applicants without regard to their race,
color, creed, ethinicity, national origin, sex, the presence of a
non-job related physical, sensory or mental handicap, age or
marital status.
C. If the union is unable or unwilling to refer minority
' group applicants as requested, Armstrong will fill vacancies with-
out regard to race, color, creed, ethnicity, national origin, sex ,
the presence of a non-job related physical, sensory or mental han-
dicap, age or marital status making every effort to obtain persons
in minority groups.
M"
' Page 3 of 3
S. SUBCONTRACTING
Armstrong will strive to utilise minority group subcontractors
or those with meaningful minority group persons in their employ.
9. REPORTS AND RECORDS
A. Armstrong will k'ep those records necessary in determining
compliance with its equal opportunity obligations. They will in-
dicate:
1) Breakdown by work classification on each city, Federal
' or Federally-assisted project of minority and non-minority group
members employed.
' 2) The progress and efforts being made in cooperation
with unions to increase minority group employment opportunites.
' 3) Armstrong's progress and effort in locating, hiring,
training, qualifying and upgrading minority group employees.
4) Armstrong's progress and efforts in securing the ser-
vice of the subcontractors noted in paragraph B above.
B. All such records will he retained for three years follow-
ing contract completion and be made available for inspection by
the Contract Compliance Division at reasonable times.
C. Armstrong will submit periodical report, on forms furnish-
ed by the Compliance Division of its employees and those of its
subcontractors, if any.
D. Armstrong will require in every subcontract of $10,000 or
morn WRITTEN Affirmative Action Program consisting of all require-
ments herein or with such modification as is necessary to oliigate
' the subcontractor to a program of Affirmative Action, copies of
such program being retained at Armstrong's office.
.0. GOA .S
iArr,a trong Drilling, Inc. , has complement of five ( 5) employees,
but because of the small number we have very little turn-over.
1
J n E. Armstrong, Presidkri
NON-COLLUSION AFFIDAVIT
t
' STATE OF WASHINGTON
COUNTY OF Fleur SS
1
Arrys��okt
being duly sworn, deposes and says, that he is the iden ical person
' who Submitted the foregoing proposal or bid, and that such bid is
genuine and not sham or collusive or made In the interest or on
behalf of any person not therein named, and further, that the
' deponent has not directly Ir:uced or solicited any other Bidder on
the foregoing work or equipment to put in a sham bid, or any other
person or corporation to retrain from bidding, and tkwt deponent has
not in any manner sought by collusion to secure to himself or to any
' other person any advantage over other Bidder or Bidders.
' SIGN HERE:
� U
' Sunscribed and sworn before me this r day of
' 19$ V
1 Nota7�y F'u ota Sy u ac-Cy bl cn andd��iior��tF tie�tate of
' _.IL16411Narc*.�_._ residing at
�_.T�QM therein.
r
r
CERTIFICATION RE: ASSIGNMENT OF
rANT1,,,UST CLAIMS TO PURCHASER
rTO THE CITY OF RENTON
rRENTON, HASHINGTON:
r Vendor and purchaser re"Jnize that in actual economic practice
overcharges resulting from antitrust violations are in fact
usually borne by the purchaser. Therefore, vendor hereby assigns
rto purchaser any and all claims for such overcharges as to goods
and materials pvrrhased in connection with this order or contract,
rexcept as to overcharges resulting from antitrust violations
commencing after the date of the bid, quotation, or other event
' establishing the price under this urder or contract. In addition,
vendor warrants and represents that each of his suppliers and
r subcontractor; shall assign any and all such claims to purchaser,
subject to the aforementioned exception.
rName o ro ecE
i
me o' Bidderlis irm
r � �
g/ ure Of ut cr ze 1Cepresentat e of Bidder '
r
r _ s- s-
ate
r
r
r
1
1
MINIMUM WAGE AFFIDAVIT FORM
1 City of Renton
1 ss
COUNTY OF -_ C
1
1 1, the undersigned, having been duly sworn, deposed, say and certify
that it connection with the performance of to- work of this project,
I will pay each classification of laborer, wc,—an, or mechanic
1 employed in the performance of such wo•k; not less than the prevailing
,ate of wage or not less tha the minimum rate of wages as specified
1 in the principal contract; that 1 have read the above and foregoing
statement and certlficate, _know the contents wiereof and the
1 substance as set forth therein is true to my knowledge and belief.
1 Subscrined and sworn to before me on this E�41 day of
1 Notary Fubllc in an or the State
of Washington
Residing at
i
1
BID BOND FORM
Herewith find deposit `n the form of a certified check, cashier's check, cash,
or bid bond in the amount of $ S"
—. which amount is not less than five
Percent of the total bid.
Sign Hire -�
BID BOND
Know All Men By These Presents:
That we, pe_ 5; L
and 5.��.,, I:�Y _ as Principal,
held and firmly bound a Surety, e
_unt0 the City of Renton, as Obligee, in thePenalsum of F1�lE L�er•r.ti �r.��
tad Dollars, for thePayment
of which a Princfpal and the Surety bind themselves, their heirs, executors,
administrators, successors and assigns, jointly and severally, by these presents.
The condition of this obligation is such that if the Obligee shall make any
award to the Principal for WATF-
according to the terms of the Proposal bid made the '—�----- -
bl
and the Principal shall duly make and enter into a contract rwithpthetherefor Obligee,in
accordance with the terms of said proposal or bid and award and shall give bond
for tie fefthful performance they , with Surety or Sureties approved by the
Obligee; or if the Principal shal .. . incase of failure to do so. Pay and forfeit
to the Obligee the penai amount of the deposit specified in the call for bids,
then this obligation shall be null and void; otherwise it shall be and remain
in full force and effect and the Surety shall forthwith pay and forfeit to tha
Obligee, as penalty and liquidated damages, the amount of this bond.
SIGNED, SEALED AND DATED Tn1S Ly DAY OF
i gp,-Z, ,
irsea, i..,e,
lr s� r n AA
owapp�Y qr Q h1 ge,,t/1\
Kt D w ure Atrl-Ir-+-tac.T
Received return of deposit in the sum of $
t M POWER OF SAFECO INSURANCE COMPANY OF AMERICA
ATTORNEY HOME OFFICE SAFECO P.A)A
SAFECO SEATTLE.WASHINGTON 91118E
'
' No ._ 634 I
KNOW ALL BY THESE PRESENTS.
That SAFECO INSURANCE COMPANY OF AMERICA, a Washington color ration doe& hereby appoint
' --OHAR BRATRLD; Wm. C. RISTINE; JACK H. TA.YGNEY; JEFF BRATRUD; ROBERI N. PIERCE;
VERNON H. GARNER; AR.9A.ND HINORCHIO; RICHARD GUTTO&DISEN; PATTI D. SUTTON; JACK P.
SI' TON; ST57ZN FELTUS; RANDOLPH J. CARR, Tacoma, Washington------------------ ,
' ro true and tayvlul ally Mypl-m-tech won lull authority to execute on bona•of IM company hoehty and surety bonds or
undo"okines end other ciocumsnts of a similar character Issued by the company in in*Course of Its business and to bind
1 SAFECO INSURANCE COMPANY OF AMERICA thereby as fully es d s...n instruments had been duly executed by no
regularly elected OHdcers at as home office
IN WITNESS WHEREOF,SAFECO'NSURANCE COMPANY OF AMERu has executed and artesfAtl Inese presents
Imo lot December 82
_day of __ _-- 19_.
t ---------- — CERTIFICATE --Extract from from the By Laws of SAFECO INSURANCE COMPANY OF AMERICA.
Ar:cle V. Section 13 —FIDELITY AND SUREn BONDS the President any Vice President the Secretary and any
Assistant Vito President appointed lot that purpose by the officer m charge of surety operations shell oath have authority
f0 appoint individuals of ahMnev.'.-in-fecl or ,nds, other pprow ete tide, with authority to execute on behalf of 1N
cOmpanY fidelity and surety bonds and Who,documents of similar Cholai -,.ad by the company in the course of its
' business On any instrument making or evidencing such appointment the signatures may be affixed by lacsimne On any
instrument confan ing such aut Nntp or on any bond or undertaking of the company.the$eal or a facsimile thereof,may be
impressed or affixed or In env tsner manner rproducet. provided however that Itw seal shell not be necessary to IN
validity of any such msirumanr r underaking-
' E.I,aci from a Resolution of the Board of Dneclo,s o
SAFECO INSURANCE COMPANY OF AMERICA adopted July 28. 1970
On any cadd4ate a,,cured by IN Secretary Or an assistant secrelsty of the Company selling out.
If The prOARron: of Article V, Seebon 13 of the By Laws and
lad A copy of the ,owaoof attorney ewintment. executed pursuan, iherato and
' Itul Csrbfymg that Slid power of attorney appointment is ,a full form and 9"KI,
the Signature of the certifying officer may be by facsimile and the goal of the Company mot'be a facsimile ihereol'
I.W D Hammersla.Secret#,,of SAFECO INSURANCE COMPANY OF AMERICA.TO hereby certify per the foregoing
t e.trects Of IN Bylaws and OI a Resolution of the Board Of Directors of this Corporation.end at.i ower o,Attorney Issued
pursuant Hereto,are true and correct and the toth the By Laws,the Resolution and the Power of Attorney are still in lull
form and elfect
' IN WITNESS WHEREOF. I have hereunto col hand and Atheists the facsimile coal of slid corporation
L
Ices _. do, of —1_1P�_—.--.— 19.tl�
1
1
s i sae..a n .,so W.1 A
PROPOSAL
TO THE CITY OF RENTON
RENTON, WASHINGTON
Gentlemen:
The undersigned he-eby certif,es- that _kj2_ has examined the site of the
proposed work and h -
_ read and thoroughly understand_ the plars,
' specifications and contract governing 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 can be completed with the money available, in accordance with the
said plans, specification! 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 `n writing and in
figu�res�(..)
' Signature
—Jill— TJ-
' Address jptlll$
Names of Members of Partnersh'p: �w�id��c4> �a� 4P32j
OR
G .
Name of President of Corporation
' Name of Secretary of Corporation
' Corporation Organized under the laws of
With Main Office in State of Washington at 1e R IS tot, Au- T
1
i
1 SCHEDULE OF PRICES
1 WELL NO. 9 - FRODUCTION WELL
SCHEDULE A
1 W 665
1 (Note: Unit prices for all item, all extension and total amount of bid
must be shown. Show unit priced in both words and figures and
1 where conflicts occur, the written or typed words shall prevail.)
APPROXIMATE UNIT TOTAL
1 ITEM QUANTITY DESCRIPTION PRICE PRICE
1 1. Lump Sum Mobilization-
Demobilization;
Site Preparation and
Cleanup $ / (Q�OO•QU $1000. 00
1 SQ�wa. �m..i� tLe1-�a�t
1 (Words)
1 2. 100 L.F. Drill for 24-Inch po
Casing s "7L.F. Sq 200. 60
1 _ :A
s�
(Wor . Jr
1 3. 100 i..F. Furnish and Install p0
24•Inch Casing sl 7L.F. $ IRoo,e'
1 $�, --
4. Lump Sum 24-Inch Drive Shoe $ I285,°- s l26$
1 s ....I1 +'L�—L1F C j
1 (Words)
11
1
APPROXIMATE UNIT TOTAL
ITEM QUANTITY DESCRIPTION PRICE PRICE
5. Lump Sum 30-Inch S^an/itary Seal $ 00.00 $ 966.60
(Words)
o. 25 L.F. Furnish and Install
24-Inch Well Screen
and Accessories, in-
cluding Packer and ec
1 Bail Bot
t
om $501 /L.F. $jj.6,2_,5.o
Nor B
7. 5 L.F. Furnish and Insta-1 so
24-Inch Riser Pipe _$2L�/L.F. S/00.00
(words) 0•
8. Lump Sum Furnish, Install, -
' and Remove Test Pump $/lOG.00 $ 1'100.00
(Words
' 9. 40 Hours Test Pump Well ( $ D�/Hr. $ 00 CI_0O
(Words
' 10. 75 Hours Development and Other FP
Authorized Work $ Q /Hr. $ys .00
$ __
(Words)
' 12
' APPROXIMATE UNIT TOIA:_
ITEM QUANTITY DESCRIPTION PRICE PRICE
1 —
1I. Lump Sum Disposal of Waste Water 512 W-0O
' (Words _IlCtf3J�
SUB TOTAL $ 3 F ! Q QQ
.I' SALES TAX $ 2 7 3 a .5 .
' TOTAL SCHEDULE A
S y4*
(Wo�da) esa, Co-�
' THE UNDERSIL:NED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS
PROJECT IF AWARDED HIM WITHIN 10 DAYS OF NOTICE TO PROCEED AND TO COMPLETE.
THE WORK WITHIN 120 CONSECUTIVE WORKING DAYS FROM DATE. OF EYECUSTON.
' DATED THIS __,S DAY OF Z'p
! SIGNED
' TITLE c 4AQa>•U�
' ADDRESS_4k71S L6 flva //�57
OUWAlAcayL._�a�sly `7e393
' TELEPHONE_ B N S' J G�??.+
1
13
1
1
1 SCHEDULE OF PR,—;S
WELL NO. 9 - OBSERVATION WELL
1 SCHEDULE B
W 665
1
(Note: Unit prices for all items, all extension and total amount of bid
1 must be shown. show unit prices in both words and figures and
where conflicts occur, the wr ltten or typed words shall prevail.)
1 APPROXIMATE UNIT TOTAL
ITEM QUANTITY DESCRIPTION PRICE PRICE
11. Lump Sum Mobilisation-
Demobilisation;
1 Site Preparation
and Cleanup S.ISOO.OD B�OO.OD
�y L
1 $ a �
ryords
400 L.F. Drill for 9-Inch aO
Casing Sjj,, /L.F. S &'L6 OO
1 (words)
1
1. 4110 L.F. Furnish and Install p OO
R `
1 B-Inch
. Casing (! &5O /L.F. $
') O.Yd
(Words)
go SA
1 4. Lump Sum 8-Inch drive Shoe S O() $ f 0 O
(Wmr a
1
11
1
APPROXIMATE UNIT TOTAL
ITEM (QUANTITY DESCRIPTION PRICE PRICE
5. Lump Sum 12—Inch Sanitary Seal {3C0,0a $
r
Lam 6ujU al
1 (Words
6. 70 L.F. Perforate Casing S(i.�0
/L.F. S 0.00
t (Words
7. Lump Sum Furnish and Install
Inner Casing Seal S$JQ,O $ 1Q.O0
$AA-L,r�tAA�41,�i—V, t
(Words)
1 R. Lump Sum Furnish, Install and
Remove Test Pump
$-I_ , - -
(Words)
u. 40 Hours Test Pump Well S�O•��R $,'�e
' $ 8
_
(Words)
1
' 12
APPROXIMATE UNIT TOTAL
ITEM (3UANTITY DESCRIPTION PRICE PRICE
10. 15 Hours Development and Other 00
Authorised Hourly Work $ 0 /Hr. $ 00.04
' (Words
SUB TOTAL $ 13 24ra -t6�6
H.1. SALES TAX
t
TOTAL SCHEDULE B
(Words) CAS
' THE UNDERSIGNED BIDDER HEREBY AGREES TO START CONSTRUCTION WORK ON THIS
1 PROJECT IF AWARDED HIM WITHIN 10 DAYS OF RECEIPT OF NOTICE TO PROCEED AND
TO COMPLETE THE WORK WITHIN 120 CONSECUTIVE WORKING DAYS FROM DATE OF
EXECLI ION.
' DATED THIS ,. DAY OF IY AA_
' SIGNED e. r
' TITLE ree<[,Ba
' ADDRESS 10,'1 6 H v r t4d 1
TELEPHONE H•i Y] 'I F7 /Z
1
1I
1
' BOND TO THE CITY OF RENTON Bond No. 4486788
KNOW ALL MEN BY THESE PRESENTS:
That we, the undersigned ARMSTRONG DRI LIN . INC., ah rgton Corporation.
10715 - 66th Avenue East, Puyallup, WA 98373
as principal, and_SAFECO INSURANCECOMPANY OF AMERICA corporation organized
' and existing under the laws of the State of Washi.nyto,, as a surety
corporation, and Qualified under the laws of the State of Washington to
become surety upon bonds of contractors with municipal corporations, as
surety are jointly and severally held and firmly bound to the City of
Renton in the penal sum of S. 50,807.00 for the payment of
which sum on demand we bind ourselves and our successors, heirs, adminis-
trators or personal representatives, as the case may be.
This obligation is entered into in pursuance of the statutes of the State
of Washington, the Ordinance of the City of Renton.
Dated at Tacoma , Washington, this day of _,19_
Nevertheless, the conditions of the above obligation are such that :
WHEREAS, under ind pursuant to Ordinance (or Resolution) No. 2295 providing
for City Project No. w-f✓' , Well No. 9: Produotion and Observation Well Drillimx
1
which contract is referred to herein and is made a part hereof as though
attached hereto), and
WHEREAS, the said principal has accepted, or is about to accepts the said
contract, and undertake to perform the work therein provided for in the
manner and within the time set forth;
NOW, THEREFORE, if the said ARMSTRONG DRILLING, INC.
shall faithfully perform all of the provisions of said contract in the
manner and within the time therein set forth, or within such extensions of
' time as may be granted under said contract, and shall pay all laborers,
mechanics, subcontractors and material, men, and all persons who shall
supply said principal or subcontractors with provisions and auppplies for
the carrying on of said work, and shall hold said City of Renton harmless
from any lots or damage occasioned to any person or property by reason of
any carelessness or negligence on the part of said principal, or any sub-
contractor in the performance of said work, and shall indemnify and hold
the City of Renton harmless from any damage or expense by reason of failure
of performance as specified in said contract or from defects appearing or
developing in the material or workmanship provided or performed under said
contract ithin a period of one year after its acceptance thereof by the
City of Rent_,.n, then and in that event this obligation shall be void; but
otherwise it shall be and remain in full force and fact.
VGA I I! r INC.
APPROVED as to legality, a C1 �-
d tton Pra td<nt
Approved: INSU CL' C ANY OF AMERI CA
Patti D. .0 ton Xttor -. n-Fact
POWER OF SAFECC WSURANCE COMMNY OF AMERICA
LV�7 ATTORNEY HOME OFFIC SAFECO PU'A
SAFECO SEATTLE WASNINGT01 felge
1
'
KNOW ALL BY THESE PRESENTS. No. __-- 634
That SAFECO INSURANCE COMPANY OF AMERICA. a Washington corporation does hereby appoml' ---ONAR BRATRUD; GM. C. RISTINE; JACK M. TANGNEY; JEFF BRATRLD; ROBERT M. PIERCE;
VIRNON H. GARNER; ARHAND MINORCHIO; RICHARD CCTTORMSEN; PATTI D. SUTTON: JACK P.
SLTTON; STEPHEN FELTUS; RANDOLPH J. CARR, Tacoma, Washington--------_�_�_
Rs true and lawful attwn,yRhln-fac1.With lull authority to a-OLOle on behalf of the company fidelity and sW ety bonds or
undertakings and nmet documents of a$imilar character naued by the wmpa.Y m th,cour,e of its business,and to bond
' SAFECO INSURANCE COMPANY OF AMERICA thereby es fully as of such instrument,had been duly eascutad by us
regularly elected officers et Is home office
IN WITNESS WHEREOF.SAFECO INSURANCE COMPANY OF AMERICA has eescute and attested these presents
fat day of itectaber 1982
1
' CERTIFICATE — ---
Eelrat from the By�Laws of SAFECO INSURANCE COMPANY OF AMERICA.
'Article V Section 13 —FIDELITY AND SURETY BONDS the Presioent. any Vice Prgldo nl, the Seclatery and any
' Assistant Vice President appointed for mat purpose by the officer in Charge of surely op,r,rmn,.shall each had authonly to RPM,nt mtlmduals as sborneys,fact Or under other upplopnSle MISS With authority to eaecute on behalf of the
eompanv fidelily and surety bonds and other document,of similar character issue by the con nmy in IM<our,,of it,
busivas, On enY —.anent making or evidencing such appointment.the signature&may be eftned by facsimile On env
' instrument conferru J ouch authority or on any bond or uodartalong of the impressedcompany,the teal.m a ISoimus IMreot.may by
Impress or alh rM a or in enY of Mr manner ra0foduce provide however that the seal Shall not be necessary 1p line
validity of env such instrument or undertaking'
""Cl from a Resolution of 1M Board of Dlrecturs of
SAFECO INSURANCE COMPANY OF AMERICA adupie i Jury 1B. 1970
On any CenihC,le eaecute by the Secret&,,or An assistant secretary of the Company Setting out.
I-) The prmsiona of Article V. Section 13 of the By-laws. and
III A copy of the 00"'i Of attorney appointment eaeGule pursuant thereto. and
In a Certifying u�ai ,aid pomer,w-attorney appointment is in full Iorq and,ffKI
the signature of the cendpng offimr may be by facsimile, and the aesl of the Company may be a fm,mll,thereof
I.W D Nammersia.Secrelery of SAFECO INSURANCE COMPANY OF AMERICA.do hereby Moody that the foregomg
eatOCis of the By Laws and of a Resolution of the Board of DlreCt Pr,of tbie corporation.and of s Power of Attorney issued
Pursuant thereto.01,true and correct.and that both the By Laws,the Resolution and the Power ul Anonuy are still m lull
Iorcs and effect
I
tIN WITNESS WHEREOF. I have hereunto am my hand and enticed the fawlmib sesl of said rorpogt*n
this _-----`._—'—--day of -------- . 19._..___
1
as son a•e:u
aord '
BRATRUD MIDDLETON INSURANCE BROKERS (COMPANIES AFFORDING COVERAGES
P. 0. Box 11205 r- --
Tacoma, WA 98411 A United Pacific Insurance Company
B
ARMSTRONG DRILLING, INC. C -
10715 - 66th Avenue East - - - ---------
Puyallup, WA 98373 p
x
x
x
x
x
x UP 4 47 05 62 4-29-84 300 300
x
x
x
300
x
x ..
x
x bi' 4 47 05 62 4-29-64 300 •r. -t.
i
x LU 7 98 68 57 4-79-84 5,000 5,000
OEM
•..- .I"ATia. ar rt!
AS RLSPECTs; City Pro]act No. W-665, Well No. 9, Pteduction and Observation Well nrillin9.
The CITY OF RENPON as Owner and RN ENGINEERING as En9ineers are added to the above policies
as additional insureds, but only as respects this project.
i.nlrllabon
40 .
------------------'----------------------•------ ---------`-
CITY OF RENTON Juno
Municipal Euildin9,700 Mill Ave. South B" MIDDLET1pV/N1pl1� 1wNCE: BROKERS
Renton, WA 98055
i
1
1
1
1 114P $tatc of ._ Washington
1 WArne WELL OONSTRUCTMN
1 OPCUTORPS LMENSE
t Thia to to crrtift
k 1►�r,tronQ__Itilltns. Jill. — Ma
1 ----- -- AllWAG 1-ra-tem
----
? �
..Li7r I K 4.u.Y Y XS Ail C.�[J1rr,Fu
1 � s
T,'TtiTi' our -..
1
1
win= TTFE a PRIM KI IWUMTM 1
"to Or/glal Awl Scat ten Ntl : ,It". MR OFFICE Mgg WLT
Bose cats Far Pew m..ft. UFLIGLTIM 101 AEMIIAL
tALL LIMMSES IVIK KcUM )LICUM AN a GENERAL gUg 1IR5g LICENSEs So JfYgNaT SI, atew
rich arb OM N still be edeen CLEF OF a[MTOM
I
t It enll Is a tow letters,, n MA
license 'I • Ls.ea.e Ir seen ll, cMtrecto het FIMC[ DEPAWYMory
wone l eFea the ItP rr ranee casein 1 7 ce>•eg of MerA. Ilcenyf o. 200 MILL AVENUE S!VITM Z u • nit hot Promises.
' alMTOM, eASMINCTON !FOSS
u y FaTiial
i[! 143T ACCINRAMT APFL ICATION IIS�I606
n per ah ---"'�-
1. Pu»aea Ma• "`Tlrlp 1r-,I` he fear e u c or s
� 'a
S. M(I11 tog Address
li DIFFElEMTI --Air�J�or o•t w a ----_
t f tali ,Ise o
1. gw inns Pnnn. �95-Ifc'1Z S. State Linees 0_-ffi19
e. State To. t
r. Check one. (R Lorpontlonvta.nM1
P 7
L. ► LZ IndlrlduaOvao 1. Opening date df��l to
' P. [Mc1 on• or eon be.** tn•t 61111 to Four bwlbu:
Cont nctef L7 Mae hUnot L'T Office
`-7 Sely Indwen Msnuf...... [7 Se rrleos 7 Noul Motel
L7 lutttucioe-Edugtlon
to. DWAISE IN ATAIL, the trp• of business; lncludln any sp.,lsl Pre'easo, of special .eltlpoont used:
' 1. 0 f•1 IC• Vraft6Ltr E�Gae9'MN['1��r =In CM LEW I
---�r• '�-��S�.L_.L1.a.LZLJ L tJp 11 �111n� e
1
Il. List the na., has address, rho" and title of OMEE, PAOTktkS 01 CORPORATION OFFICES
of the Wuane
--------------
_ICt1 -laSa F"
t �I• di 11� I 1 _98311 $N��-Ilg-f1-
11. Invert hot' rho total nabs of apinyoea (including when,, the license (••,
the total fee due. RUSIA. oubld• t P.haty. if a" and
Pon.ItF fee •ch.dule for f b CtV L,ott,, count oaq then aplsl.n wrYlq fin INe City.
Ilceoa. (at for the (trot eonlb cad inl•OdtU a•1•Slu(orlocNl•eculdla aionta,dnet due 1• Sb of the
t to e.c•ad all.
M E 4SICFIE No. IMPLOTIES LICENSE FEE
PENALTY TOM_FCE
A. 1 tnrougN 3 L.p loryt I 40.00
1. 6 through t0 Eoplor.es 60.00 ILA
[. 11 throwh 20��op L.,+eto 120.00
' D. 11 Ihnu h 100 Eep i,..r, Is0.go-
0[us IS.EO ter oplor•e _
eyr It I. nwb•r ---
g. IDI t8rou A 2r0 fe 610.OC•
p lo none
St per ap�ol••
her Idl to naber
' A Igl or onto b y
ploes Soo 00•
plus IS.Oo per eo Iota
eyr 201 Qn nuN•r
' IS. I loon►, Carole! that the 1Vlraets and Iehrallen hntahoo b a en to,% sallatlen are tra sed c0a+lots. to the
bet of IV 1 I 1 eleledp t►at tha lootealltl •M Inferatlen Nralsbe or a en tell tlP11ntldo are
ho llc merdF dnEftq qa�• IN iWllr I.Swtlen Mrywnt t0 SU1t of W'-
neten et1 I1•17460
1
1
1
FTE OF WASHINGTON Ca SECRETARY OF STATE
OfrW,A WASHUASHHMOOTONgfOA
CORPORATION LICENSE
n unibP Hqf.hr CO.poron0n ..-.d M.w��n k,A ,d.0 d0 bm�nw+m fhe Sl.b of W0M,n0.0n
llllhb. INL.STA6Nb nruenf OATS 06-30-93
AYE EHA 9BJ71 wwirre
NW.Y.P.+AH
i .
i
i
i
1
1
1
1
1
CERTIFIED COPY OF CORPORATION RESOLUTION
' OF
ARMSTRONG DRILLING INCORPORATED
' I, John E. Armstrong, do hereby certify that I am the Pres-
ident of Armstrong Drilling, Inc. , a Washington corporation, and
that at a meeting of the Board of Directors, duly held in accor-
dance with the Articles of Incorporation and Bylaws of said cor-
proation and at which meeting a quorum was present and acting
throughout, the following resolution was unanimously adopted by
' the corporation, to-wit:
"RESOLVED: That John E. Armstrong, the Pres-
ident, is he.eby authorised to make, execute
and deliever on behalf of the corporation any
and all documents, papers, contracts and in-
struments of every nature whatsoever that he
may consider necesi, trc or appropiate in con-
nection with affairs of the corporation, in-
cluding but without limitation by reason of
specification, the signing of contracts,
bonds and other assurance."
1
I further certify thst said resolution has not an any way been
amended or revoked.
DATED at Puyallup, Washington, this Sth day of June 1983.
1
John E. Armstrong z�
CONTRACTS OTHER THAN FEDERAL-AID FH'WA lor7
THIS AGREEMENT, made and entered into this _day of J , '&LlY ,
' by and between THE CITY OF RENTON. Washington, a municipal eorporatlor of
the State of Washington, hereinafter referred to as "CITY" and
Armstrong Drilling, Inc. hereinafter referred to as "CONTRACTOR."
WITNESSET �:
' 1) The Contractor shall within the time stipulated, (to-wit: within 12,
working days from date of commencement hereof as required by the Contract,
of which this agreement is a component part) perform all the work and
services required to be performed, and provide and 'urnish all of the
labor, materials, appliances, machines, tools, equipment, utility and
1 transportation services necessary to perform the Contract, and shall
complete the construction and installation work in a workmanlike manner,
in connection with the City's Project (identified as No. 'W-6i,_ _
' for improvement by construction and installation of:
Well No, 9: Producti�-n and 04sery 40on
Well Dri llina _
All the foregoing shall bi timely performed, r„rnished, constructed,
installed and completed in strict conformity with the plans and spec-
ifications, including any and all addenda Issued by the City and all
' other documents hereinafter enwnerated, and in full compliance with all
applicable codes, ordinances and regulations of the City of Renton and
any other governmental authority having jurisdiction thereover. It 1s
further agreed and stipulated that all of said labor, materials,
appliances, machines, tools, equipment and services shall be furnished
— J
t2of7
Contracts Other Than Federal-Aid FHWA
' and the construction installation performed and completed to the
satisfaction and the approval of the City's Public Works Director as
being in such conformity with the plans, specifications and all require-
ments of or arising under the Contract.
1
2) The aforesaid Contract, entered into by the acceitir.ca of the Con*-actor's
bid and s,�Ining of this agreement, consists of the following documents,
all of which are component parts of said Contract and as fully a part
' thereof as if herein set out in full, and if not attached, as it
hereto attached.
a) This Agreement
b) Instruction to Bidders
c) Bid Proposal
d) Specifications
e) Maps 6 Plans
f) Bid
g) Advertisement for Bids
h) Special Provisions, if any
i) Technical Sp-cifications, if any
3. If the Contractor refuses or fails to prosecute the wurk or eny part
' thereof, with such diligence as will insure its completion within the
time specified in this Contract, or any extension in writing thereof,
or fail% to complete said work with such time, or if the Contractor
shall be adjudged a banxrupt, or if he should make a general assignment
for the benefit of his creditors, or if a receiver shall be appointed on
' account of the Contractor's insolvency, or if he or any of his
Rev. 4/a3
Contracts Other Than Federal-Aid FHWA 3 of 7
' subcontractors should violate any of the provisions of this Contract,
the Pity may then sr-we written notice upon him and his surety of its
intention to terminate the Contract, and unless within ten (10) days
' after the serving of such notice, such violation or non-compliance of
any prorisior, of the Contract shall cease and satisfactory arrangement
' for the correction thereof be made, this Contract, shall, upon the
expiration of said ten (10) day period, cease and terminate in every
' respect. In the event of any such termination, the City shall immediately
serve writta i notice thereof upon the surety and the Contractor and the
surety shall nave the right to take over and perform the Contract,
provided, however, that if the surety within fifteen li days after
the serving upon it Of :ucn notice of termination does not perform the
Contract or does not commence jerformance thereof within thirty (30)
days from the date of serving Such notice, the City itself may take
over the work under the Contract and prosecute the some to completion
by Contract or by any other method it may deem advisable, for the
account and at the expense of the Contractor, and his surety shall be
' liable to the City for any excess cost or other damages occasioned the
' City thereby. In such event, the City, if it so elects, may, without
liability for so doing, take possession of and utilize in completing
' said Contract such materials, machinery, appliances, equipment. plants
and other properties belonging to the Contractor as may be nn site of
the project and useful therein.
' a) The foregoing provisions are in addition to and not in limitation of
any other rights or remedies available tc the City.
Contracts Other Than Federal-Aid FHWA a of 7
' 5) Contractor agrees and covenants to hold and save the City, its officers,
agents, representatives and employees harmless !nd t0 promptly indemnify
' same from and against any and all claims, action;, damages. liability
' of every type and nature including all costs and legal expenses incurred
by reason of any work arising under or in connection with the Contract
to be performed hereunder, including loss of life, personal injury
' end/or damage tr property arising from or cut of any occurrence,
omission or activity upon, on or about the premises worked upon or in
' any way relating to this Contract. This hold harmless and indemnification
prvvision shall likewise apply for or on account of any patented or un-
' patented invention, process, article or appliance ma,4actured for use
in the performance or the Contract, including its use by the City, unless
Otherwise specifically provided for in this Contract.
1
In the event the City shall, without fault on its part, be made a party
' to any litigation commenced by or against Contractor, than Contractor
shall proceed and hold the Ciry harmless and he shall pay all costs,
expenses and reasonable attorne, s fees incurred or paid by the City
' in connection with such litigation. Furthermore. Contractor agrees to
pay all costs, expenses and reasonable attorney's fees that may be
incurred or paid by City in the enforcement of any of the covenants,
provisions and agreements hereunder.
' 6) Any notice from one party to the other party under the Contract shall
' be in writing and shall be dated and signed by the party giving such
notice or by its duly authorized representative of •uo party. Any such
t
1 Contracts Other Than Fedc al-Aid FHWA 5 of 7
1 notice as heretofore specified shall be given by personal delivery
thereof or by depositing same in the United States mail, postage prepaid,
1 certified or reg'stered mail.
1
1 7) The Contractor shall commence performance of the Contract no later than
10 calendar days after Contract final execution, and shall complete the
1 full performance of the Contract not later than Ho working days
1 from the date of commencement. Fcr each and every working day of delay
after the established day of completion, it is hereby stipulated and
ag^eed that the damages to the City occasioned by said delay will be
the sum of In accordance with APWA Standa.d ifir,,etions _
1 as liquidated damages (and not as a penalty) for each such day, which
1 shall be paid by the Contractor to the City.
i
B) Neither the final Certificate of payment nor any provision in the
1 Contraci nor partial or entire use of any installation provided for by
1 this Contract shall relieve the Contractor of liability in respect to
any warranties or responsibility for faulty materials or workmanship.
1 The Contractor shall be under the duty to remedy any defects in the
work and pay for any damage .o Other wore resulting therefrom which
1 shall appear within the period of one (1) year from the date of final
1 acceptance of the work, unless a longer period is specified. The City
will give notice of observed defects as heretofore specified with
1 reasonable promptness after discovery thereof, and Contractor shall be
1
1
' 6of 7
Contracts Other Than Federal-Aid FWWA
obligated to take immediate steps to correct and remedy any such defect,
fault or breach at the sole cost and expense of Contractor.
9) The Contractor and each subcontractor, if any, shall submit to the
City such schedules of quantities and costs, progress schedules, pay-
rolls. reports, estimates, records and miscellaneous data pertaining
to the Contract as may be requested by the City from time to time.
t10) The Contractor shall furrish a surety bond or bonds as security for the
' faithful performance of the Contract, including the payment of all
persons and firms performing labor no the -onstruction prcj=rt under
this Contract or furnishing materials in connection with this Contract;
said bond to be it the full amount of the Contract price as specified
1 in Paragraph 11, The surety or sureties on such bond or bonds must be
' duly licersed as a surety in the State of Washington.
11) The total amount of this Contract is the sum of Fifty Thousand Eight
' Hundred Seven Dollars and no/100 (SS0,807.00) , which includes Washington
' State Sales Tar. Payments will be made to Contractor as specified in the
"Special Provisions" of this Contract.
Rev. 4/81
' Contracts Other Than Federal-Aid FHWA 7 of 7
' IN WITNESS WHEREOF, the City has caused these presents to be signed by its
Mayor and attested by its City Clerk and the Contractor has hereunto set
' his hand and seal the day and year first above-written.
' CONTRACTOR CITY OF RENTON
an ar er e
' ATTEST:
' ecr aY - Melod a Byer
d/b/a Armstro :rill 'n nc.
rm ame
Individual_ Partnership
' Corporation XX_ A Washi❑ tor Corporation
late o )Corporation
Attention:
If business is a CORPORATION, name of the corporation should be listed in
full and both President and Secretary must sign the contract, OR if one
signature is permitted by corporation by-laws, a coDY of the ty-taws shall
be furnished to the city and made a part of the contract douiment.
' if business is a PARTNERSHIP, full name of each partner should be listed
followed by d/b/a (doing business as) and firm or trade name; any one partner
may sinn the contract.
If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should
appear followed by d/b/a and name of the company.
u'
■
ST,t W4TGTON SPARTM6% OF REV&f-,E _ r,
' _ '+M pA wM IW�Mnb.wpruW.•r YtP P.! h . .M .11�
MP
;�j,y��wla� �mNpl•w �P��a iH� w.n• 9M1,
IAY. Y AT 1 IPLAM IWEL$ .
AIIrSl ON , ORILLIOG INC l C W 362 Mo
' Imp P6iH t1V 1
' UYLLLUP Y6 vPJ7T ,. '
1
SUAIECI
1
NGraFO
r�Eyeb -0 4"62 (3 NO REPLY NECESS&Rr REPLY REOuf S'EC - .'SE RE,fPSI SIDE
' POLY PAN (SO SETSI 0462
1 WITHHELD INCOME C FICA FOR TAN OUARTER ENDING 06/RS
941 ARMSTRONG DRILLING INC 911104731
$01 107Iti 66TH AVE h. 63141
730 PUYALLUP NA 90171 SUN ES 0
I
1
t
iCONTRACTOR/SUBCONTRACTOR ,Q Y
CJ�i REPORTING PERIOD
MONTHLY MANPOWER UTILIZATION REPORT Year;
:� r} . Month: Year:
To be submitted to the City's Project Goals and Timetables as committed
Engineer during the let wek of following in Contractor's Affirmative
month while contract Ss In progress. Prime ` C Action Plan
Contractor is responsible for obtaining and
submitting all Subcontractor Reports. or per City's Plan 9.1
To: (N.om end loc.tlon of Compliance .pncy aept.) From: (N.. and loco wn o1 tontr.ctor)
1
This report is rejU7red y Eaecut 7aUr er 11246, ection 203, ailure to report can
result in sanctions which include suspension, termination, cancellations or debarment of
contract.
1. d. 1.
-Inc. To.a1 total
Yvrk Hours or amployetent (See footnote) city nuater ivaier
cis •. .. a. • e of or
' Hle- en .mien o w� of elror it Employ.
t tea- / 41 total
tonpagv�• Mue 11.C.1 •r�'ie tione Tot. Black panic ndlan Met1e re- w,rn u'lay- ems
Ie Lrd .ale
Av
Tr
1 ' A
Tr
TTTr
Tr
AD
Tr
1
t _
T,
Ctn clal a rna ur•U.TM. Gate Sla nee 9. • ept.o ne Luster
(Include area Code)
11;7": ('Hales i Females. --Minorities 4 Non-minoritiss) Page of
7/BO (submittal Rtquirements 4 City'a Gc 1*/Timetables)
' RE UIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL
POL NATUDT-RTMUCES
' In accordance with the provisions of Chapter 62, Laws of 1973,
H.B. 621, the Contractor shall secure any permits or licenses
required by, and comply fully with all provisions of the follow-
ing laws, ordinances, and resolutions:
king_Count Ordinance No. 1S27 requires Building and Land
Deve opment ivisron an y rauliCS Division review of grading
and filling permits and unclassified use permits in flood
hazard areas. Resolution No. 36230 establishes storm drain
design standards to be incorporated into project design stand-
ards to be incorporated into project design by Engineering
Services. Reivew by Hydraulics Division.
Kin Count • Ordinance No. 800 No. 900 No. 1006 and Resolution
R0 0. �o T!8 0. an o. contained
Tn zug ounty o e Titles 8 an are provts ons poi
disposi-tion of refuse and litter in a licensed disposal site and pro-
vide penalties for failure to comply. Review by Division of
Solid Waste.
P��u��e��t Sound Air Pollutio*. Control enc Re u.etzor 1 : A regu-
Talton to control t e er.i-sst�on of a r contam pants from all
sources within the jurisdiction of the Puget Sound Air Pollution
Control Agency (King, Pierce, Snohomish, and Kitsap Counties) in
accordance with the Washington Clean Air Act, R.C.W. 70.94.
WASHINGTON STATE DEPARTMENT OF ECOLOGY
tW.A.C. 18-02: Requires operators of stationary sources of air
contaminants to maintain records of emissions, periodically re-
port to the State information concerning these emissions from
his operations, and to make such information available to the
Public. See Puget Sound Pollution Control Agent' Regvlat:on I.
R.C.W. 90.48: Enacted to maintain the highest ossible standards
to ensure'Fie purity of all water of the State :onsistent with
public health and public enjoyment thereof, the propagation and
' protectinc of wildlife, birds, game, fish, and ether aquetie
life, and the industrial development of the estate, aid to that
end require the use of all known available end reasonable methods
' by industries and others to prevent and control the pollution of
the waters of the State of Washington. It is unlawful to throw,
drain, run or otherwise discharge into any of the water of this
State any organic or inirganic matter that shall cause or tend
to cause pollution of ouch eaters, The law also provides for
civil penalties of SS,000/day for , ach violation.
' R.C.W. 70.95: Establishes uniform statewide program for handling
s-0TMiZastes which will prevent land, air and water pollution.
Makes it unlawful to dump or deposit solid wastes onto or under
the surface of the wround or into the waters of this State except
at a solid waste disposal site for which there is a valid permit.
INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) '
The Employment Utilization Report is to be completed by each subject contractor t
(both prime and subcontractors) and signed by a responsible official of the
company. The reports are to be filed on the day required, each month, during
the term of the contract, and they shall include the total work-hours worked on '
the project for each employee level in each designated trade for the entire reporting
period. The prime contractor shall submit a report for Its work force and shall
collect and submit reports for each subcontractor's work force to the Compliance
Agency that is funding their construction project. '
Reporting Period . . . . . . . . . . Self-explanatory
Compliance Agency . . . . . . . . . . City of Renton (administering department)
Contractor . . . . . . . . . . . . . . Any contractor who has a qualifytng '
construction contract with the City of
Renton.
1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a
qualifying contract.
2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable '
EEO bid conditions.
3. Work-hours of Employment . . . . . The total number of hours worked by all '
employees in each classification; the total
number of hours worked by each *minority
gro•ip in each classification and the total ,
work-hours for all women.
Cla ificstion . . . . . . . . . . The level of accomplishment or status of
the worker in the trade. (C • Craftworker - t
Qualified, Ap • Apprentice, Tr - Trainee).
4. Percent of minority work- ,
hours of total work-hours . . . . The percentage of total minority work-hours:
worked of all work-hour+ worked. (The sum
of columns b, c, d and ,. divided by column a.)
S. Total Number of Minority '
Employees . . . . . . . . . . . . Number of minority employees working in
contractor's aggregate work force during '
reporting period.
6. Total Number of Employees . . . . Number of all employees working in contractor's '
aggregate work force during reporting period.
• Minority is defined as including blacks, Hispanics, American Indians and Asian '
and Pacific Islanders - both men and women.
1
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES '
R.C.W. '6.04.370; Provides for abatement of additional fire haz-
ard (lands ds upon which there is forest debris) and extreme fire
hazard (areas of additional fire hazard near building, roads,
campgrounds, and school grounds) . The owner and/or person respons-
ible is fully liable in the event ■ fire starts or spreads on t
Property on which an extreme fire hazard exists.
R.C.W. 76.04.010: Defines terms relating to the suppression or '
a atement o orest fires or forest fire conditions.
R.C.W. 70.94,660: Provides for issuance of burning permits for ,
aWaaYI- g or prevention of forest fire hazards, instruction or
silvicultural operations.
R.C.W. 76.04.310: Stipulates that everyone Tearing land or '
c earing r g t-of-way shall pile and burn or oi,pose of by other
satisfactory means, all forest debris cut thereon, as rapidly as
the clearing or cutting progresses, or at such other times as the t
department may specify, and in compliance with the law requiring
burning permits.
R.C. N. 78.44: Luws governing surface mining (including sand, t
gravel , stone, and earth from borrow pits) which provide for fees
and permits, plan or operation, reclamation plan, bonding, and
inspection of operations. ,
W.A.C. 332-18: Delineates all requi. ,nents for surface mined
an rec amation.
W.A.C. 332.24: Codifies requirements of R.C.W. 76.04 pertaining t
to an cTaiing and burning.
U. S. ARMY CORPS OF ENGINEERS
Section 1 of the River and Harbor Act of June lt, 1902: Author- '
ties «,-retry of Army
an ores Of ng necrs o ';sue permits to
any persons or corporation desiring to improve an) navigable
river at their own expense and risk upon approval of the plans and
specifications.
Section 404 of the Federal Water Pollution Control Ac,_LPL92-SOO
SS Stet: —Author zes t e ecr ttary o LTie Army, -,wt n3 g— '
t roug e a orpa of Engineers, to issue permits for the discharge
of dredged or fill material into the navigable waters at specified
disposal sites. Permits may be denied if it is determined that such ,
discharge will have adverse effects on municipal water supplies,
shell fish beds and fishery areas and wildlife or recreational areas.
MISCFLLANEOUS FEDERAL LEG,'LATION
Section 13 of the River and Hn•hor A, I approved March 3 1899:
rov es at sc ■rge o relu. e w t ou a peimit Ynto nav gable ,
waters is prohibited. Violation is punishable by fine. Any citi-
zen may file a complaint with the U. S. Attorney and share a por-
tion of the fine. 1
-2-
t
0
' PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS:
' KING C0UNTY BUILDING AND LAND DEVELOPMENT DIVISION
Kina County Resolution No. 25789 requires an unclassified use
permit fot—Tlfl'tng, quarry ng ncluding borrow pits and associ-
ated activities such as asphalt plants, rock crushers) and
refuse disposal sites and provides for land reclamation
subse-quent to these activities. A copy is available at tha Department
of Public Works or Building and Land Development Division.
Shoreline Mana emenl Act 1471 requires a permit for construction
oti State s ore nee. erm t acquired by Public Works and reviewed
by Building and Land Development Division.
' —Kiny County Ordinance No. 1488 requires permit for grading, land
fills, gravel pt-^fs dU ping, quarrying and mining operations
except on County right-of-way. Review by Building and Land Develop-
ment Division.
WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME
' Cha ter 112 Laws of 1949: Requires hydraulics permit on certain
pro ects. ng ountyDepartment of Public Works will obtain.)
' WASHINGTON STATE DF.PAITMENT OF ECOLOGY
W.A.C. 173.220: Requires a National Pollutant Discharge Elimin, tion
>ysteM__0Mn19T permit before discharge of pollutants from a point
source into the navigable waters of the State of Washington.
W.A.C. 372-24: Permit to discharge commercial or industrial waste
waters into State surface or ground water (such as gravel washing,
pit operations, or any operation which results in a discharge
which contains turbidity.)
' W.A.C. SOB-12.100: Requires permit to use surface water,
W.A.C. 508-12-190: Requires that changes to permits for water use
Fe rev ewe y Tie Department of Ecology whenever it is .esired
to change the purpose of use, the place of use, the point of
withdrawal and/or the diversion of water.
W.A.C. 508-12-220: Requires permit to •,se ground water.
' W.A.C. 508-12-260: Requires permit to construct reservoir for
wa er s orage.
W.A.C. 508-12-280: Requires permit to constrict storage dam.
W.A.C. 508-60: Requires permit to construct in State flood
Con iol zone. King County Public Works secures one for design.
Contracts- secures one for his operation (false work design, etc.) .
•3-
PERMITS REQUIRED FOR THE PROJECT - Continued
WASHINGTON STATE DEPARTMENT OF NATUkkL R'daOURCES ,
R.C.N. 76.04.150: Requires burning permit for all fires except
or sm■ out oor fires for recreational purposes or y. rd debris
digposal. Also the Department of Natural Resources reserves the
right t- restrict burning under the provisions of R.C.N. 76.04.150,
76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to '
prevent restriction of visibilit, and excessive air pollution.
R.C.N. 76.08.030: Cutting permit required before cutting merchant-
s e mer. '
R.C.N. 76.08.2" S: Operating permit required before operating
power equ pT_ment in dead or down timber. '
R.C.W. 78.44.080: Requires permit for any surface mining opera-
t on (1nc using sand, gravel , stone, and earth from borrow pits) .
UNITED STATES ARMY CORPS OF ENGINEERS
Section 10 of River and Harbor Act of March 3 1899: Requires '
pMii o construct3on of cr an r ges;see S. Coast
Guard administered permits) on navigable waters (King County
Department of Public Works will obtain) . '
FIRE PROTECTION DISTRICT
R.C.N, t2.28.010 52.28.020 52.28.030 —52.28.040 52.28.OSO:
or rcmen—tt o r ea aur o t es or a llure '
to secure a fire permit for building an open fire within a fire
protection district. ,
UNITED STATES COAST GUARD
Section 9 of River and Harbor Act of March 3 1899 General 8rid e '
ct o arc •n enera �r ge ct o as amen e
A�u3t T��y ` Beau r- as a peTmittor construction of br-Irs—ech
navlgaa a waters (K. ng County Department of Public Works will '
obtain) , King County Department of Public Works will comply with
pertinent sections of the following laws while securing the afore
mentioned permit: Section 4(f) of Department of Transportation '
Act, National Environmental Policy Act of 1969, Water Quality
Improvement Act of 1970.
PUGET SOUND AIR POLLUTION CONTROL AGENCY ,
Section 9.01 d 2 i11 of Regulation I : Request for verifica-
t ono pope a on ens ty. Contra—c�or should be sure his opera- '
Lions are in compliance with Regulation I , particularly Se-Lion
9.02 (outdoor fires) , Sect+on 9.04 (particulate matt r--dust) ,
and Section 9. 15 (preventing particulate matter from becoming '
airborne) .
-a-
1
PERIMITS REgjlk D FOR THE PROJECT • Continued
MIRONMENTAL PROTECTION AGENCY
' Title 40. Chapter Ic_Part 61 : Requires that the Environmental
Protection pew no aTied S days prior to the demolition of
any structure cont:.i%ing asbestos material (excluding resider ial
' structures having fewer than S dwelling unite) .
Th, above requirements will be applicable only where called for
on the various road projects.
' Copies of these permits, ordinances, laws, anu resolutions are
available for inspection at the Office of the Director of Public
Works, 900 King County Administration Building, Seattle,
Washington, 98100. It shall be the responsibility of the Con-
tractor to familiarize himself with all requirements therein.
' All costs resulting therefrom shall be included in the Rid Prices
and no additional compensation shall be made.
All permits will be available at construction site.
t
SPECIAL PROVISIONS
' INDEX
' APWA STANDARU SPECIFICATION REVISIONS
SPECIAL PROVISIONS
' SECTION PAGE
SECTION I
' STANDARD SPECIFICATIONS SP I
HEADINGS SP i
SPECIAL PROVISIONS STRUCTURE SP I
ACT 01' GOD SP 2
SHOP DRAWINGS SP 2
OR EQUAL SP 2
APPROVAL SP 2
' SECTION 2
PUBLIC OPENINGS OF BIDS SP 2
SECTION 3
CONSIDERATION OF RIGS SP 3
SECTION 4
PROCEDURE AND PROTEST BY THE COHIRACTOR SP 3
USE OF MATERIALS FOUNT N THE PROJECT SP 4
WASTE SITES SP 4
HOURS OF WORK SP 5
CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 5
SECTION 5
UBMIIIAL, SP S
CONSTRUCTION STAKING SP 5
FINAL ACCEPTANCE SP I
METHOD OF SERVICE OF NOTIC'- SP I
ERRORS AND OMISSIONS SP 7
SECTION 7
SANITATION SP 7
LOA9 LIMITS SP I
WAGES SP B
RECORDS AND REPORTS SP 9
CONTRACTOR'S RESPONSIBILITY FOR WORK SP 10
RESPONSIBILITY FOR DAMAGE SP 11
PROTECTION AND RESTORATION ' F PROPERTY SP 11
RESTORATION OF STRUCTURES 4ND SURFACES SP 11
UTILITIES AND SIMILIAR FACILITIES SP 13
PUBLIC LIABILITY AND PROPERTY DAMAGE SP 13
GENERAL SAFETY REQUIREMENTS SP 13
1
1 ILAGMLN, BARRICADES, AND SIGNS SP 14
1 SECTION 0
PROGRESS SCPEDULE SP 14
TIME OF COMPLETION SP 15
LIQUIDATED DAMAGES SP 16
i OYERTIMC WORK BY OWNLI/ EMPIDYLI.S SP 16
CONTRACTOR'S PLANT AND EQUIPMENT SP 16
ATTENTION TO WORK SP 16
1 SECTION 9
MEASUREMENT OF QUANTITIES SP 17
OWNER'S RIGHT TO WITHHOLD CERIAJN AMOUNTS SP 17
1 SECTION 10
PLRMITS AND LICENSES SP 18
1
i
1
1
i
1
1
1 _
i
1
1
i
1
�r
.r
' APWA STANDARD SPECIFICATIONS
CITY OF RENTON
' SPECIAL PROVISION£
STANDARD SPECIFICATIONS
' THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION
PREPARED BY THE WASHINGTON SATE CHAPTER OF THE AMERICAN PUB WORKS
ASSOCIATION, 1981 EDITION, SHALL BE HEREINAFTER REFEHKED IU AS THE
"STANDARD SPECIFICATIONS" AND SAIL) SPECIFICATIONS TOGETHER WITH THE LAWS OF
THE SATE OF WASHINC'TC'; AND THE ORDTNANCES AND CHARTER C' THE CITY OF
KENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUD"D IN THESE SPECIFICATIONS
AS THOUGH QUOTED IN THEIR ENTIPETY AND SH.1LL APPLY EXCE'T AS AMENDED OR
SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN.
' A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE
PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING. RENTON, WASH%.GTON 98C55, WHERE
THEY MAY BE EXAMINED AND CONSULTED BY AN` INTERESTED P"TY.
WHEREVER REFERENCE ,S MADE IN THE STAM, j SPECIFICATIONS TO THE OWNER,
SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE CITY CF RENTON, AND WlARE.
REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO
t MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED
REPRESENTATIVE.
1 NOTE: THE SPECIAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO
OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT
HEREWITH.
tHEADINGS
' HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARI FS ARE INSERTED
FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION
OF THE CONTRACT DOCUMENTS.
SPECIAL PROVISIONS STRUCTURE
' THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR 1N LIEU Or. DIVISION
1 OF THE STANDARD SPECIFICATIONS, WHERF SECTIONS ARE MARKED 'REPLACEMENT
SECTIONS THE SPECIFICATIONS HEREIN ..RE TO REPLACE THE STANDARD
' SPFCIFICATIONS NOTED. WHERE SECTIO" ARE MARKED, "ADDITIONAL SECTION", THE
SPECIFICATIONS HEREIN ARE. TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS
NOTED.
Revised 4/83
SECTION I '
1-1.50 ACT OF GOD (REPLACEMENT SECTION)
"ACT OF COD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC
PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURA:.
PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY T`E WORK.
WHICH MIGHT REASONABLY RAVE "EN ANTICIPATED FROM HISTORICAL REC'.RDS OF Th.
GENERAL LOCALITY OF THE WORK, SMALL NOT BE CONSTRUED AS AN ACT OF rl; .
1-1.51 SHOP DRAWINGS (REELACEMENT SEC]ION)
THE TERM "ShOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE '
DETAILS OF PRCPOSED MATERIALS, EOUIP.IEN'1', METHODS OF INSTALLATION, OR OTHER
CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER ,
AND SUBMITTED FOR THE APPROVAL OF THE OWNER.
11=1.52 OR EDO L (REPLACCMENT 1.ECTION) '
WHERE THE r?RM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON
RE^OMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND '
S'- %BILITY OF THE PROPOSED SUBSTITUTION.
1-1_53 APPROVAL (REPLACEMENT SECTION) 1
THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN
PROPERLY ON THE BEHALF OF THE OWNER. '
SECIION 2: BID PROCEDURES AND CONDITIO.:s '
2-1.12 PUBLIC OPFA'.NCS OF BIDS (REPI.ACEMEHT SECTION) '
SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON, WASHINGTON, BY FILING
WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON. AS PER CALL '
FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD.
Revised 4/83
t
1
SECTION 3
3-1.01 CONSIDERATION OF BIDS (ADD'.-TONAL SECTION)
AWARDING OF CONTRACT WILL BE BASED ti TOTAL SUM OF ALL SC4EDULES OF PRICES.
NO PARTIAL BIDS WILL BE ACCEPTED.
SECTION 4
4-1.05 PROCF.DLPE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION)
ANY OUESTIONS ARISI% ; BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS
SUPERINTENDENT OR FUREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE
FUNS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SMALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR 9IS
REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED.
FAILITRF. OS THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO
DISuOVER ANC CONDEMN OR REJECT, 14PROPER, DEFECTIVE OR INFERIOR WORK OR
MATERIALS, SHALL NOT BE CONSTRUED e- AN ACCEPTANCE OF ANY SUN WORK OR
MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAYE MAY rAVE BEEN
USED.
' TO PREVENT DISPUTES AND LITIGATION, IT IS F„ PR -REED BY THE PARTIES
HERETO THAT THE PUBLIC WORKS D1R?CTCR 00 HIS REPRESEN TI'iE SHALL DETERMINE.
THE QUANTITY AND QUALITY OF THE SEVERAL BIND- OF WORK RMA}ACED IN THESE
' TYPROVEMENTS, HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF
Tw WORK AND NE INTERPRETATION OF THE PLANS AND SPECIP*,ATIONS.
1N THE EVENT THE CONTRACTOR IS OF THE OPINION HI WILL BE DAMAGED BY SUCH
' INIERPRETAT. HE SHALL, WITHIN 3 DAYS, NCTIFY THE ENGINEER AND THE CITY
CLERK IN WRITiNC OF THE ANTICIPATED NATURE AND AMOUNT CF THE DAMAGE OR
DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE
' EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE
CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AI) THE TWO SHALL SELECT A
THIRD WITHIN 30 DAYS THEREAFTER.
THE FINDINGS AND DECISION OF " ' BOARD OF ARBITRATORS SHALL BE FINAL AFC
BINDING ON THE PARTIES, UNI. 11 AGGRIEVED PARTY, WITHIN 10 DAYS,
CHALLENGES THE FINDINGS AND m I BY SERVING AND ►TLIvG A PETITION FOR
REVIEW BY THE SUPERIOR COURT Or .NC COUNTY, WASHINGTON. ,'HE GROUNDS FOR
THE PETITION FOR REVIEW ARE LIM.^.ED TO SHOWING THAT THE FINDINGS AND
DECISION:
t1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED;
2_ :S CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF-
Revised 4/83
3. IS ARBI' .ARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND
THE. LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. '
THE BOARD OF ARBITRATORS SHALT SUPPORT ITS DECISION BY SETTING FORTH IN ,
WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY
SUCH HF;ARINC.
THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE t
STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE.
THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY T4E CITY AND THE '
CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S
FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WIT' TUT REASONABLE
FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE. ,
CONTRACTOR.
THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, ',ASHINGTON, AND IF THE
CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHLNGTON, HE SHALL DESIGNATE
AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER
THIS CONTRACT.
4-1.10 USE OF MATFRIALS FOUND ON THE PROJECT (REPLACEMENT SECTION) ,
ALL SALVAGE MATERIAL AS NOTED .,N THE PLANS AND TAKEN FROM ANY OF THE. '
DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY
SALVAGED AND DELIVERED TO THE CITY SHOPS.
ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AND APPURTENANCES, CATCH
BASINS, AND STORM AND SANITARY MANHOLE. COVERS SHALL BE SALVAGED AND
DELIVERED TO THE. CITY SHOPS. t
ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALT. BE
CONSIDERED 1NCIDENTKL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. '
4-1.12 WASTE SITES (ADDITIONAL SECTION)
ALL MATERIALS DESIGNATED BY THE ENCINEER TO BE WASTED SHALL BE HAULED,
DUMPED, AND SPREAD AT THE. LOCATIONS SELECTED BY THE CONTRACTOR.
THE CONTRACTOR SHALL RAVE THE RESPONSIBISITY OF OBTAINING HIS OP 4ASTE ,
SITE. ALL WORK INCLUDED IN THIS SECTION SHALL BE CONSIDERED 10 BE
INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. ,
THE ROUTE TAKEN TO THE WASTE SI1'1 SHALL BE MAINTAINED SOLELY BY THE
CONTRACTOR IN A MANNER AS DESCRIRF.D BELOW:
Revised 4/8I ,
1 THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, AND
RELATED EQUIPMENT AS DEEMRD NECESSARY BY THE CITY PUBLIC WC".KS DIRECTOR TO
ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION
' OF THE ROUTE IS MANDATORY.
4-1.13 HOURS OF WORK (REPLACEMENT SECTION)
THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DUP THE
PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANCE., , THE
' DISCRETION OF THE EIACINEER WREN IT IS 1N THE INTEREST OF THE PUBLIC OR THE
CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE.
' 4_1.14_ CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS
THE CONTKACTOR WILL BE SI"PLIED BY THE OWNER WITH 5 SETS OF PLANS AND
SPECIFICATIONS. AT LEAST 1 COMPLETE SET 01 CONTRACT DOCUMENTS, INCLUDING
ONE FULL SIZE SET OF DRAKINCS, SHALL BE KEPT AT THE SITE. OF CONSTRUCTION IN
G00D CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER.
' ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED
BY THE OV 'R AT NET COST OF REPRODUCTION.
1 SECTION 5
5-1.03 SUBMITTALS (REPLACEMENT SECTION)
THE CONTRACTOR SHALL PURN'SH ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE
' DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURER'S
INSTRUCTIONS AS REQUIRED TO UE40NSTRATE FULLY THAT THE MATERIALS AND
EQUIPMENT TO BE FURNISHED AND THE METHODS OF WORK COMPLY WITH THE
PROVIEIONS AND INTENT Of THE SPECIFICATIONS AND DRAWINGS. IF THE
' INFORMATION SHOWS ANY DF.VIA710N FROM THE CONTRACT REQUIREMEN':S, THE
CONTRACTOR SHALL, BY A STATEMINT IN WRITING ACCOMPANYING THE INFORMATION,
ADVISE THE ENGINEER OF THE D'.VIAT:ON AND STATE THE REASON THEREFORE,
5-1.05 CONSTRUCTION STAKING (REPLACEMENT SECTION)
' THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASOLABLE CHANGES IN THE GRADES
AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM
OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF
THE WORK. WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALI HAVE IN HIS
EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION
GUIDE FROM THE LINE AND GRADE STAKES GIVEN BY THE ENGINEER.
SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND
MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARC SET WITH AN
ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT
Revised 4/83
OR LI,SS, AT LEAS': THREE BATTER BOARDS SRAM REMAIN IN PLA!E DURING PIPE '
LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGFNCE, ANY STAKES
SRALI BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE '
CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COtiT IN EN;INEERING
REQUIRED FOR SUCII REPLACEMENT,
THE LASER METHOD OF ESTABLISHING GRADE "Y BE USED PROVIDING: '
1. REQUEST FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED '
FOR CITY REVIEW AND APPROVAL AT ',EAST FIVE DAYS PRIOR TO USE.
2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET ..ND AT LEAST 3 TIMES
DAILY BY C NVENTIONAL METHODS. ,
3. PROPER ANC IORING OF PIPE IS PERFORMED IN L.:^.ATIONS WHEkE A BOX IS
BEINC USED 1IR EXCAVATION. ,
THE CONTRACTOR SHALL ARRANGE HIS :ORK TO ALLOW A REASONABLE TIME FJR THE
SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK
DELAYS WHILE. WAITING FOR CONSTRUCTION GUIDES. t
THE FOLLOWING STAKES WILL BE SET BY THE CITY ONE TIME ONLY FCR EACH STAGE I
AND II: '
A. SLOPE. STAKES
B. SUBGRADE BLUE TOPS
C. CURB A,,D GUTTER ELEVATIONS
D. ELEVATIONS FOR PAVING MACHINE ,
E. STAKES FOR RETAINING Wt.LLS ,
F. STAKES FOR SUBSTRUCTURE
G. STAKES FOR SUPERSTRUCTURE t
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS
AND TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND ,
MARKS.
DELAYS BY RE/— N OF LACK OF STAKES OR A REQUEST TIME FOR SURVEY LESS THAN '
3 DAYS ARE DEEMED A RISK +0 THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR
CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME.
ALL CO:�TS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO ,
OTHER BID ITEMS 'N THE. PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE.
Revised 4/63 '
' 5_1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION)
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF
' THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION,
SATISFY HIMSELF AS TO IHE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH
THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT
IKE WORK IS ACCEPTABLE. FIFAL DETERMINATION OF THE ACCEPTABILITY OF THE
WORK SHALL BF MADE TO THE OWNUR.
5_1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION)
tWRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DVLY SERVED IF DELIVERED IN
PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF
THE COP, 'KATION OR OWNEk OR TO AN EXECUTIVE OFFICIAL IF THE. OWNER IS A
GOVERNM' NTAL BODY, OR IF SENT BY REGISTERED UNITED STATFV MAIL TO THE
BUSINESS ADDRFSS SHOWN IN THE CONTRACT DOCUMENTS.
' 5-1.17 ERRORS AND )MISSIONS (REPLACEMENT SECTION)
THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS
' R OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAY0111 AS GIVEN BY SURVEY
POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN
THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE
' SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT
NECESSARY, SHALL RECTIFY THE MATTER AND .DVISE THE CONTFACTOR ACCORDINGLY.
ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL . 'MORIZED, WILL BE DONE AT THE
o I�rRACTOR'S RISK.
' SECTION 7
7-1.04 BSLITATION (ADDITIONAL SECTION)
ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION
►ACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO
COMPENSATION SHALL BE MADE.
' 7-1.07 LOAD LIMITS (REPLACEMENT SECTION)
ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS $MAIL
' STRICTLY ADHERE TO CH. 46.44 OF THE MCTOR VEHICLE. LAWS OF THE STATE OF
WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT,
AND LOADS OF MOTOR V--AICLES.
' PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF
THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED.
1 Aay.eeA 4183
. I
ANY VIOLATION OF THESE RECITATIONS SMALL BE REPORTED TO THE AFFECTED LAW
ENFORCEMENT AGENT.
THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL
HAUL VEHICLES USED ON THIS PROJECT, LISTING 74E VENICLE NUMBER, LICENSE
NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS.
7-1.09 WAGES (REPLACEMENT_SECTION)
THE PREVAILING :.ATE OF WAGES TO BE PAID TO ALL WORKMEN, LABORERS, OR
MECHANICS EMPLOYED IN THE PERFORMANCE OF ANY PART OF THIS CONTRACT SHALL BE
IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 39.12 RC.; AS AMENDED. THE
RULE" AND REGULATIONS OF THE DEPARTMENT OF LABOR AND INDUSTRIES AND THE
SCHEDULE OF PREVAILING WAGE RATES FOR THE LOCALITY OR LOC..LITIES WHERE THIS
CONTRACT WILL BE PERFORMED AS DETERMINED BY THE INDUSTRIAL STATISTICIAN OF I
THE DEPARTMENT OF LABOR AND 1NDUSTRIEE, ARE BY REFERENCE MADE A PART OF
THIS CONTRACT AS THOUGH FULLY SET FORTH HEREIN,
INASMUCH AS THE CONTRACTOR WILL BE HELD PFSPONSLBLE FOR PAYMENT OF THE ,
PREVAILING WAGES, IT 15 14YERATIVE THAT ALL CONTRACTORS FAMILIARIZE
THEMSELVES WITH THE CURRENT WAGE R\TES BEFORE SUBMITTING BIDS EASED ON
THESE SPECIFICATIONS.
FOR EACH CONTRACT IN EXCESS OF $10,000 A CONTRACIOR REQUIRED TO PAY THE
PREVAILING RATE OF WAGES SHALL POST THE FOLLOWING IN A LOCATION READILY
VISIBLE TO WORKERS ON THE JOB SITE:
(I) A COPY OF A STATEMENT OF INTENT TO PAY PREVAILING WAGES, APPROVED
RY THE INDUSTRIAL STATISTICIAN OF THF. DEPARTMENT OF LABOR ANI I
NDLS'IRIES UNDER RCW 10.12.040; AND
(2) THE ADDRESS AND TFI NE NUMBER OF THE INDUSTRIAL STATISTICIAN OF
THE DEPARTMENT OF LAHOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY
Ci NCF.RNING PREVAILING WAGES MAY IF MADE.
IN CASE ANY DISPUTE ARISES AS TO WHAT ARP THE PREVAILING RATES OF WAGES FOR
WORK OF A SIMILAR NATURE AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES
IN INTEREST, +NCLUDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER
SHALL OR REFERRED FOR ARBITRATION TO THE DIRECTOR OF LABOR AND IND.STP.tc::.
OF THE STATE, AND HIS DECISIONS THEREIN SHALL BE F,mAL, CONCLUSIVE, ANL-
BINDING ON ALL PARTIES SNVOLVFD IN THE DISPUTE AS PROVIDED FOR �' rCCW
39.12.060, AS AMENDED.
EACH CONTRACTOR AND EACH AND EVERY SUBCONTRACTOR SHALL FILE A SWORN
STATEMENT OF INTENT (SF 9862) WITH THE OWNER AND WITH THE DEPARTMENT OF
LABOR AND INDUSTRIES AS TO THE PREVAILING WAGE RATES, INCLUDING FRINGE
BENEFITS, FOR EACH JOB CLASSIFICATlGN TO BE UTILIZED. THE WAGE RATES THUS
FILED WILL BE CHECKED AGAINST THE PREVAILING WAGE RATES %S DETERMINED BY
CRY, INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. IF '
THE WAGE RATES ARE CORRECT, THE INDUSTRIAL STATISTICIAN WILL ISSUE AN
ACKNOWLEDGEMENT OF APPROVAL TO THE CONTRACTOR ANDlOR SUBCONTRACTOR WITH A
Revised 483
1
COPY TO THE AWARDING AGENCY IOWF'ER). IF ANY IN;ORRECT WAGE RATES ARE
' INCLUDED, THE CONTRACTOR AND/OR SUBCONTRACTOR WILL BE NOTIFIED OF THE
CORRECT RATES BY THE INDUSTRIAL STATISTICIAN AND APPRnVAL 1.ILL RE WITHHELD
UNTIL A CORRECT `'.ATEMENT IS RECEIVED.
' RECEIPT BY THE MNER OF THE SF 9882 FORM FOR CONTRACTOR AND ALL
SUSCONToACTORS, D' 'A APPROVED BY THE DEPARTMENT OF LABOR AND 1NDU.STRIES,
WILL BE A PREREQUISITE TO THE PAYMENT
COWL ACTOR. BY THE OWN NY ER OF A SUMS DUE THE
NOTE:
FOR A CONTRACT IN E) IFSS OF SI0,000 THE STATEMENT OF INTENT TO
PAY PREVAILING WAGES SHALL INCLUDE:
1. THE CONTRACTOR'S REGISTRATION CERTIFICATE NUMBER
' 2. THE PREVAILING RATE OF WAGE FOR EACH CLASSIFICATION OF WORKERS
ENTITLED TO PREVAILING WAGES UNDER RCN 39.12.020; AND
J. THE NUMBER OF WORKERS IN EACH CLASSIFICATION.
EACH VOUCHER CLAIM SUBMITTED BY A CONTRACTOR FOR PAYMENT ON A PROJECT
ESTIMATE SHALL STATE. THAT PREVAILING WAGES HAVE BECN PAID IN ACCORDANCF
' WITH THE PRE-FILED STATEMENT OF STATEwENTS OF INTENT ON FILE. WITH THE
DEPARTMENT OF LABOR AND INDUSTRIES AS APPROVED BY THE. INDUSTRIAL.STATISTICIAN.
' AFFIDAVITS OF WAGES PAID OF 9843) ARE TO BE FILED WitH THE STATE
TREASURER, OR THE TREASURER OF THE COUNTY OR MUNICIPAL CORPORATION OR OTHER
OFFICER R
STTE OR
CORPORATE FUNDSOASC THE GCASE IKAYT BE AND HE T2DCOPIES Y AND DOFR EACH MAFFIDAVENT OFIT AREA
TO BE
FILED WITH THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES,
ATTENTION: INDUSTRIAL RELATIONS DIVISION, 160: SECOND AVENUE, SEATTLE.
' WHENEVER PRACTICABLE, AFFIDAVITS PERTAINING TO A PARTICULAR CONTRACT SHOULD
BE SUBMITTED AS A PACKAGE.
FILING
EN1 OF
LABORI.ND INLUSTRIESA CERTIFICATION)R WILLI RE A PREREQUISI E TO ETHE OWNER (AFTER T RELEASE
t OF RETAINAGE I'UNDS TO THE CONTRACTOR,
7-I.I1 ECClDS "PORTS (REPIACEMENT SECTION)
' THE CCNTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING
DOCUIENT BEFORE PROGRESS AND/OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE
APPROVED BY TIE PUBLIC WORKS DIRECTOR:
' I' EACH VONTH - DEPARTMENT OF LABOR STANDARD FORM 257
2. EACH IULY - STATE HIGHWAY FORM PR-:391
Rtvirwd 4/83
THE OWNER WILL FURNISH HESE FORMS TO THE PRIME CONTRACTOI DURING THE
PRECONSTRUCTION MEETING.
AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE
BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE
PRJVISIONS OF THE EQUAL EMPLOTFIENT OPPORTUNITY REGULATIONS OF THE SECRETARY '
OF LABOR AS REVISED MAY 21. 1968. THE FORM OF CERTIFICATE WILL BE
FURNISHED TO THE CONTRACTOR WITd THE - 'OPOSAL, STATING AS TO WHETHER HE,
HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN
ANY PRE"IOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNIT1
CLAUSE , ND IF iO. WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNFER
APPLICAB E FILING REQUIREMENTS.
FAILURE JF THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL ,
BE DUE -.AUSE FOT REJECTION OF THE B'b.
IF A CONTRACTOR TO WHOM AN AWARD ',S ABOUT TO BE M1DE, EXCEPT FOR LACE 4F 4N ,
EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATL, REFUSES OR F'7LS T.
PROMPTLY EXECUTE AND FURNISH THE REQUIRED CERTIFICATE WITHIN 10 DAY AFTEk
NOTT.E BY THE DIRECTOR OF PUBLIC WORKS THAT SAME IS LACKING FROM HIS
..JPOSAL, TZE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH
ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY.
WHENEVER A GOI.TKACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRAt ,
AND SUCH CONTRACT COMES WITHIN THE PROVISIONS Or THE FOUAL OPPORTUNITY
REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968. HE SHALL ,
OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTKCTOR AND FORWARD IT
TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT
OF SUCH IRTIPICATION FROM THE SUBCONTRACTOR.
FUR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ,
ENGINEER ASSIGNED TO THIS PROJECT.
7-1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) ,
THE WORK SHALL of UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE t
CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER
CAUSE, EXCEPT THAT CAUSED SOLELY BYTHE ACT OF THE OWNER WHICH MAY OCCUR ON
OR TO THE WORK DURING THE FULFI,.JMENT OF THE LONTRACT. IF ANY SUCH LOSS OR '
..:,MACE OCCURS, THE CONTRACTOR SHALL IMMEDIATELY MAKE GOOD ANY SUCH LOSS OR
`T DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO,
THE OWNER MAY ITSELF OR BY THE EMPLOYMENT Or SOME OTHER PERSON MAFK GOOD
iY SUCH LUSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE
CHARGED TO THE CONTRACTOR.
THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLC F THE SAFETY OF '
HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S
PLANT AND EOUIPMENT AND THE METHOD OF PROSECUTING THE WORK.
DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SMALL ,
PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY.
Revl Fed 4/83 '
1
NO HOkT.ONS OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE
AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESF
CONDITIONS EXIST, UNLESS BY SPECIA. MEANS OR PRECAUT, `d ACCEPTABLE TO THE
EN ine(, THE CONTRACTOR SRAL:. BE ABLE TO OVERCOME THEM.
7-1.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION)
' THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE
PROJECT LIMITS AND ON ANY STREET WHICH IS UTILI70 BY HIS EQUIPMEFT FOR THE
DURATION OF THE PROJEC". THE CONTRACTOR SHALL BE PREPARED TO USE WATERING
t TRUCKS, POWER SWEEPERS, AND OTHER PIECE OF EQUM.ENf AS DEEMED NECESSARY BY
THE ENGINEER, TO AVOID CREATING A NUISANCE.
DUST ANT) MCU CONTROL SHALL BE CONSIDERED AS INCIOLNfAL TO THE PROJECT, AND
NO COMPENSATION WILL BE MADE FOR THIS SECTION.
COMPLAINTS ON DI'ST, MUD, OR UNSAFE PRACTICES AND;OR PROPERTY DAMAGE :U
PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION
IN CORRECTING WILL BE REQUIREC, WRITTEN NONCE OF CORRECTION OF COMPLAINT
ITEMS WILL BE CALLED FOR SHOULD REPETITIVE COMPLAINTS BE RECEIVED BY THE
CITY.
' 1-:.16 PROTECTION AND RESTORATION OF PROPERTY (REPLACEMENT SECTION)
'HE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE
PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED
AND SHALL NOT TRESPASS ON PRIVATE PROPERTY.
THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE
C WORK TINDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS.
THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER THE PR°MISES WITH HIF
EQUIPMENT OR MATERIALS.
THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, A%—
AODITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE
' REQUIRED FOk TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE
SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER TEMPORARY WORK AS
REQUIRED BY HIS 1PERATIONS. THE CONTRACTOR SHALL CONFINE. HIS EQUIPMENT,
STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND
DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE.
RESTORATION OF STRUCTURES AND SURFACES
' A. GENERAL, ALL CONSTRUCTION WORK TINDER THIS CONTRACT ON EASEMENTS,
RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE
�!MITS OF SUCH EASEMENTS, FIGHT-OF-WAY OR FRANCHISE. ALL WORK SHALL BE
1
' Revised 4/83
1
s'
ACCOMPLISHED SO AS TO CAUSE iE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM '
AM('1NT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES
ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND '
TRENCHES SHALL NOT BE LEFT OPEN FOR MORE THAN 48 HOURS.
B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS ,
MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL
REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH
MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL ,
EXISTING STURCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS
CONTRACT.
C. EASEMENTS - CULTIVATF:U_ AREAS AND OTHER SURFACE IMPROVLMENTS. ALL '
CULTIVATED AREAS, EITHER A01CULTUkAL OR LAWNS, AND ''ERSURFACF.
IMPROVFMENTS WHICH ARE DAMAGEL BY hCTIONS OF THE CON,R,F .R SHALL BE
RESTO)O. AB NEARLY AS POSSIBLE. TO THEIR ORIGINAL CONDITION. ,
PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY THE CONTRACTOR
SHALL STRIP TOP SOIL FROM THE TRENIA OR CONSTRUCTION AREA .ND STOCKPILE. IT
IN SUCH A MANNER THAT 1T MAY BE REPLACED BY HIM, UPOI COMPLETION OF ,
CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE C.,RFFULLY REMOVED
WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN
THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES ,
1 STROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF
EQUAL QUALITY AT NO ADDITIONAL COST IO THE OWNER. IN THE EVENT THAT II IS
NECESSARY TO TRENCH THROUGH ANY 'AWN AREA, THE SOD SHt'L BC CAREFULLY CI!t '
AND RnIIFD AND REPLACED AFTER THE TRENCHES HAVE BEEN BAuKFILLED. THE LAWN
AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIF.
THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT STMILAR TO THE SMALL. '
TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRA ORS FOR ALL WORK,
INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR BIGHTS-OF-WAY WHICH HAVE
LAWN AREAS. ALL FENCES, MARKERS, MALL BOXES, OR OTHER TEMPORARY OBSTACLES '
SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS
BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE
OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON ,
EASEMENTS OR RIGHTS-0. WAY.
ALL CONSTRUCTION WOCK UNOEB THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OVER
PRIVATE PROPERTY, OR FRANCHISE SHALL BE CONFINED TO THE LIMIT:; OF SUCH 1
EASEMENTS, RIGHT-OF-MAY ON FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS
TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE.
THE CONTRACTOR SHALT. SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS ,
SHALL NOI BE LF OPEN DURING WEEKENDS OR ROLIDAYS, AND TRENCHES SHALL NOT
BE LEFT OPEN FOI MORE THAN 48 HOURS.
DAMAGE. TO EXISTING -:AUCTORES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT ,
FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT
SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER, THE ORIGINAL
CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE ,
PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF
THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF IT CONTRACTOR.
Revteed 4/83
D. STREETS. THE CONTRACTOR RILL ASSUME ALL RESPCNSIBILITY OF RESTORATION
OF THE SSIHIFACE OF ALL STREETS (TRAVELLED WAYS) USED 'IY HIM IT DAMAGED.
IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMMEDIATELY
AVAILABLE TC MAKE NECESSARY REPAIRS, THE CONTRAC:CR SHALL SO INFORM THE
OWNER, THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH
REPAIRS SHALL BE PAID BY THE CONTRACTOR.
7-1.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION)
' LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND
FACILITIES ARE IN ACCORADNCE WITH THE REST AVAILABLE INFORMATION WITHOUT
UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND
' LOCATION OF EXISTING FACILITIES.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND
' PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE
CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF BENTON WATER,
STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS, AND TRAFFIC CONTROL
' UNDERGROUND UTILITIES ARE NOT A MEMBER IF THE "ONE CALL" SYSTEM AND MUST BE
CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS.
' 7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION)
THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS:
BODILY INJURY LIABILITY COVERAGE WITH LIMITS OF NOT LESS THAN $2501000 FOR
BODILY INJURY, INCLUDING ACCIDENTAL DEATH, TO ANY ONE PERSON, AND SUBJECT
TO THAT LIMIT FOR EACH PERSON, IN AN AMOUNT NOT LESS THAN $250,000 FOR EACH
' ACCIDENT; AND PROPERTY DAMAGE COVERAGE 1N AN AMOUNT OF NOT LESS THAN
$500,000 FOR EACH ACCIDENT. 1N ADDITION, AN UMBRELLA INSURANCE COVERAGE OF
NOT LESS THAN $5,000,000 SHALL BE PROVIDED, WITH THE OWNER AND ENGINEER THE
NAMED INSUREDS. THIS LIMIT SHALL APPLY TO COMPREHENSIVE GENERAL LIABILITY
INSURANCE AND VEHICLE !.LABILITY INSURANCE.
THE CONTRACTOR SHALL FURNISH THE. CITY WITH SATISFACTORY PROOF OF CARRIAGE
OF THE INSURANCE REQUIRED.
7-I.27A GENERAL SAFETY REQUIREMENTS (ADDITIONAL SECTION)
THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION
' AREA, BY MAIL, PRIOR TO CONSTRUCTION. THE. CONTRACTOR SHALL NOTIFY ALL
LOCAL POLIJE, TRANSIT, AND FIRE DEPARTMENTS BY MAIL PRIOR TO CONSTRUCTION.
NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER. THE CONTRACTOR SHALL
FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM Of THREE DAYS PRIOR TO
CONSTRUCTION IH FkONT OF EACH PROPFRTY.
Revleed 4/83
7-1.23C FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) '
THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES,
GUARDS FLAGMEN, AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN
ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM INJURY AS A RESULT OF HIS
OPERATIONS. IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIEWT LIGHTS t
AND BARRICADES, IN THE OPINION OF THE ENGINEER, TF'E CITY SMALL HAVE THE
( R10HT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM
' ,YMENTS DUG THE CONTRACTOR. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK
:DIED, THE HOURS OF WORK MODIFIED OR THE. WORK HALTED ALTOGETHER AT THE '
EN01'EEK'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF
ACTLSN NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALCH,
"0 WELFARE. '
ALL SIGNS REMOVED SHALT. BF SALVAGED AND DELIVERED TO THE CITY YARD.
THE COST OF FURNISHING AND PLACING ALL CONSTRUCTION AND IDENTIFICATION '
SIGNS SHALL BE INCIDENTAL TO 'HE PROJECT AND NO COMPENSATION WILL BE MADE.
SECTION 8
8_1.0?_ PROGRESS SCHEDULE (REPLACEMENT SECTION)
IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE. ,
FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE
ENGINEER, AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE IN FORM SATISFACTORY
TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION
OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT
DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THA1 WILL.
BECOME DUE TO THE CONTRACTOR IF ACCORDANCE WITH THE PRDGR�SS SCHEDULE. THE '
CONTRACTOR SHALL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR
THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON, THE COSTS iMPLOYED IN
MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE
DASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ,
ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT.
SHOULD IT BECOME EVIDENT AT ANY TIME PORING CONSTRUCTION THAT OPERATIONS
WILL OR MAY PALL BEHIND THE SCHEDULE ,I,.. THIS FIRST PROGRAM, THE CONTRACTOR
SHALL, UPON REQUEST, PROMPTLY SUBMIT xtvTgF,U SCHEDULE- IN THE SAME FORM AS
SPECIFIED HEREIN, SETTING OUT OPERAT '"TdOPS, ANn FQVIPMENT, ADDED '
LABOR FORCES OR WORKING SHIFTS, NIGI , BY WHLCh TIME LOSS WILL
BE MADE UP, AND CONFER WITH THE ENCI '1 APPROVED MODIFICATION OF
THE ORIGINAL SCHEDULE RAS BF.F.D StCUf IF AT ANY TIME A PORTION
OF THE ACCEPTED SCHEDULE IS FOdNU 10 '.A CHE CONTRAOT PROVISIONS,
IT SHALL, UPON REQUEST BE REVISE) B ,RACTOR AND THE WORK SHAL1. BE
PERFORMED IN COMPLIANCE WITH THE CON:,, ISIONS.
PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS t
MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY
Revised
i . .
1
THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE
i ACCEPTED SCHEDULE OF CONSTRUCTION OR APPROVED MODIFICATIONS THEREOF, IS
HEREBY MADE AN OBLIGATION OF THE CONTRACT.
iPRE-CONSTRUCTION CONFERENCE
PRIOR TO THE START OF CONSTRUCTION, THE COIPIRACTOR, ENGINEER, ALL
1 SUBCONTRACTORS, UTILITY DEPARTMENT, TELEPHONE COMPINY, AND OTHER INTERESTED
DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE,
AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SVBSEQUENTLY, A
REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW
1 PROGRESS AND DISCUSS ANY .^ROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE,
AND DATE TO BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE.
iB-1.05 TIME OF COMPLETION (ADDITIONAL. SECTION)
THE CONTRACTOR S EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION
1 IS ALL PARTS AND REQUIREMENTS. THE PROJECT SHALT BE COMPLETED WITHIN
90 WORKING DAYS.
1 PROVIDED, Hfv EVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT UPON REQUEST
OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE
TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THF.
SAME BE IN WRITINC AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION
BY THE SURETY ON THE BOND OF THE CONTRACTOR, TIME LOST IN REPLACING
IMPROPER WORK OR MATERIAL SHALL NOF FURNISH ANY GROUNDS TO THE CONTRACTOR
FOR C' MING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL
1 NOT KtLFASE THE r^yTRACTOR FROM DAMAGES OR LIABILITIES FOR FAILURE TO
COMPLETE TILE WORK WITHIN THE TIME REQUIRED.
1 RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, LINCOLN'S
BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY A, LAB^R DAY, VETERANS
DAY, THANKSGIV.NG, AND THE DAY FOLLOWING AND CHRISTMAS EVE AND CHRISTMA�
i DAY. TPE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY FOR CITY EMPLOYEES WHEN
CHRISTMAS DAY OCCURS ON A TUESDAY OR FRIDAY. THE D'.� 'PTER CHRISTMAS SHALL
BE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY ICCURS ON / MONDAY,
WEDNESDAY. OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON , SATURDAY. THE TWO
i PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY
OCCURS ON A SUNDAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS
HOLIDAYS,
1 ALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE
DELETED AND VOID.
1
1
iRevised A/BT
1
,
W-655 WELL #9 - Drilling WT -9 3
#1 Correspondence
88=1.09 LIQUIDATED DAMAGES (ADDITIONAL SECTION)
THE LIQUIDATED DAMAGES DO NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM
COSTS FOR INSPECTION, SUPERVISION, LEGAL EK!':NSE, AND COURT COSTS INCURRED
BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND '
SUPERVISION SRA— BE AN A"OUNT EQUAL TO ACTUAL SALARY COSY PLUS 100 PERCENT
FOR OVERHEAD.
8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION)
WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS '
PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES
INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THY. CITY AT THE RATE OF $50
PER HOUR. THE f;TY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE '
NECESSITY OF HAVING T.iE OVERTIME INSPECTION, AND SHALL NOTIFY THE
CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE
CONTRACTOR ON EACH MONTHLY ESTIMATE.
9-1_12 CONTRACTOR'S PLANT AND EQUIPMENT (REPLACEMENT SECTION)
THE CONTRACTOR ALONE SHALL AT AL TIMES BE RESPONSIBLE FOR THE ADEOUACY, '
EFFICIE?-Y, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTORS' PLANT AND
EQUIPMENT. THE OWNER SMALL RAVE THE RIGPT TO MAKE USE Or THE CONTRACTOR'S
PLANT AND EQUIPMENT IF TH': PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK.
THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERE!l AS EXTRA WORK AND
PAID FOR ACCORDINGLY.
NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, '
FOR Tdh S!JA RITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE
COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. ,
THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING,
RARRICAOES, AND WATCHMAN SERVICE, AS HE DEEMS NECESSARY FGR THE PUBLIC
SAFETY AND FOR THE. PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. TPE
OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED ARIAS. ,
8-1.13 ATTENTION TO WORK (REPLACEMENT SECTION)
THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE
WORK TO THE END THAT IT SHALL BE PROSECURED FAITHFULLY, AND WHEN HE iS NOT '
PLRSONAILY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES BE
REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL RAVE FULL AUTHORITY TO
EXECUTE THE SAME, AND UO SUPPLY MATERIAIS, TOOLS, AND LABOR WITHOUT DELAY,
AND WHO SHALL RE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE. '
CONTRACTOR SHALL BE LIABLE FOR THE FAITHI'UL OBSERVANCE OF ANY INSTRUCTIONS
DFLIVERiD TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE.
Revie_d 4/83 ,
.ECTION 9
9-1.01 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION)
ALL DELIVERY TICKETS THAT APE REQUIRED FOR THE PURPOSE OF CALCULATING
QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER AT THE TIME OF
DELIVERY. NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF
DELIVERY OF MATERIAL.
A. BY TRUCF
tPAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE. OF
MATERIAL, GROSS WEIGHT, TARE WFIGHT, TRUCK NUMBER, DATE, AND
INSPECTOR'S INITIALS.
SCALE CERTIFICAIION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS
POSSIBLE.
EACH WEIGH STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME,
DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE
WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGHED COPY
TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED
CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE
THE TRUCK VOLUME AND ,RTIFY A- 10 ITS FULL LOAD DE'1VERY.
B. BY OTHER MEANS
' METHOD F(* MEASUREMENT AND PAYMENT FOR MATERIAL RROUGHT TO THF SITE BY
ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNEE ^GREEMZNT BEFORE
AWARD OF IRE CONTRACT.
' 9-1.09B OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS (ADDITIONAL SECTION)
' Pf RTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS
SCHEDULE, AS DESCRIBED IN SECTION S. HAS BEEN RECEIVED ,ND APPROVED.
' IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THU
REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVF THE OPTION TO ACCEPT SICH
MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH
ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED, THE CITY M'.Y
NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIV.
Revised 4/83
1
SECTION 10
0 10-1.00 PERMITS AND LICENSES (SUPI'LEMENTAL SECTION)
1141
o FOLLOWING CONVENIENCE AND ARE T A TO R LICENSESND E SIRICTLY ADHERED L fO. THE INCORPORATION UDED FOR THE ROF
THESE UOCUMENI: INTO THESE SPECIFICATIONS DOES NOT RELIEVE THI
' CONTRACTOR FROM OBTAINING ON COMPLYING WITH THE NON-PERMANENT PERMITS
AND LICENSES THAT THE CONTRACTOR IS REQUIRED TO PROVIDE AS OUTLINED IN
THE LEGAL, SPIC.IAL AND TECHNICAL PORTIONS OF THESE CONTRACT DOCUMENTS
AMU AS MAY BE REQUIRED FOR THE. CONSTRUCTION OPERATIONS. ADDITIONAL
' PERMITS AND LICENSES MAY BE REQUIRED FOR THE WORK OUTLINED IN THESE
DOCUMENTS THAT ARE NOT INCLUDED HEREIN. THE CONTRACTOR IS ADVISED TO
CONSULT WITH THE PUBLIC WORKS DEPARTMENT REGARDING THE COMPLETENESS OF
THE PERMITS AND LICENSES INCLUDED HEREIN,
1
1
i
0
1
1
1
1
0
0
' SP 18
Revised 4/83
1
1
f
' TECHNICAL PROVISIONS
1
1
TECHNICAL SPECIFICATIONS
WELL NO. 9 PRODUCTION AND OESERVATION Nfd.l.
SCHEDULE A AND SCHEDULE E
WATER PROJSCT NO. 665
INDEX
PAGE
I.0 ( NEIIAL YE()l I Rh.MENTS
1. SITE INVESTIGATION AND REPRESENTATiON 45
2. INFORMATION ON SITE CONDITTnNS 45
1. TEMPORARY WATER 45
4. TEMPORARY ELECTRIC POWER 46
S. ,AANITARY FACILITIES 46
h, DAMAGE TO EXISTING FACILITIES 46
7. ;TOl'ACF- OF MATERIALS 46
R. CONTRACTOR'S EXPERIENCE 46
9. DAMAUF TO LANDSCAPING 47
2.0 WASTE MAYERIAI , WASTEWATER, AND DISMSAL
2.1 GENERAL
I. SCOPE 47
' 2.1 MATERIAL
1. HASTE: MATERIALS, 47
2. WASTEWATERS 47
2.3 PAYMENT 48
3.0 24-INCH WELL 9 CONSTRUCTION - SCHEDULE A
1.1 GENERAL
1. S(:OPb: 4R
2. STANDARD SPKIFICATIONS 49
3. SUERITTALS 48
A. WNFICIIRATION AND YIELD OF WELL 49
5. WELL LOCATI'INS 44
' 3.2 MATERIALS
42
i. WELL CASING ,y ,
2. CASING DRIVE SHOE 50
3. WELL SCkFKN s0
4. CFMFWI' cFOUT FOR SIIRFACK SEAL SO
YELL (:AV SO
A, BACKFILL 50
3.3 WORKMANSHIP
I. DRILLING 51 '
2. INSTALLATION OF CASIRC N1
1, WF.I.I. ALIi:NMKN'I ANU PLOPHIMSS 51
4, ABANIR)NMENT 51 '
S, DRILLING RKP9RT 52
h. MATKRIAI. SAMPLING $2
/. INSTALLATION OF WELL SCWEKN 43
B. WELL DEVELOPMENT 53 '
9, PUMPING TEST 54
10. SKAIA NG OF CASING 55
It. DISINFECCION 56 '
12. CAPPINf, SA
13. WA'TEK SAMPLING 56
4.0 B-INCII ORSF'.RVA'19ON WELL CONSTRUCTION - SCHEDULE N
4.1 GBNENAL
I. SCOPF 56
2. STANDARD SPE(1IFICAT1UNS 56
3. SUBMITTALS 56
4. CONFIGURATION OF WFLL ti7
S. WELL I,IC.ATION
4.2 MATKRIALS '
1. WELL CASING 58
2. CASING DRIVE SHOL sM ,
3. WELL CAP SB
4.) WORKMANSHIP
I. DRILLING 58 '
2, INSTALLATION OF CASING 59
1, WELL AIIGNMKNT AND PLUMBNM.SS 59 '
4. ARANDONMENT 59
%. DRILLING REPORT $9
6. MATERIAL SAMPLING 60 t
1. INSTALLATION OF INSIDK CSSINE SEAL 60
R. CASING PKRFORATIONS tin
9. WELL DEVELOPMENT 61
45 '
10. PUMPING TEST 61
' H. SFAI.ING OF CASING 62
12. DISINFECTION -'
11. PERMANENT CAPPING
1
1
1
W b4'I TKCHNICAI. SPECS. ,
DECKMRER 1982
1
TECHNICA' ':PECIFICATIONS ,
1.0 GENRRAi.
1. SITK INVESTIGATION AND REPRESENTATION
'rllE CONTRACTOR ACKNOWLEDGES THAT HE HAS SA'PISFIED P3MSELF AS TO ,
THE NATURE AND LOCATION OF THE WORK, THE OENF':.AL AND LOCAL '
CONDITIONS, PARTICULARLY THOSE. REARING UPON AVAILABILITY OP
THANSPORTATTON, DISPOSAL, ❑ANUTA NC AND STORACK OF MATI•:RIAI.S,
AVAILABILITY 0- LABOR, WATER, KLEC'IRIC POWER, ROADS, AND
UNCERTAINTIES OF WEATHER, RIVER STAGES, OR SIMILAR PHYSICAL ,
CONDITIONS AT THE SITE, THE CONFORMATION AND CONDITIONS OF THE.
/:ROUN11, THE CHARACTER OF KOUIPMKNT AND FACILITIES NEEDED
PRRLI.IINARY TO AND DURING THE PROSE'AITION OF THE WORK AND ALL ,
OTHEF MATTERS WHICH CAN IN ANY WAY AFFECT THE WORE OR THE COST
THRRROI UNDER THIS CONTRA.^,T. THE CONTRACTOR FURTHF,P ACKNOWLEDGES
'1'IIAT 'IE HAS SATISFIKC HIMSELF AS TO 'IHF'. CHARACTER, QUALITY, AND '
OUANTITY OF SURFACE AND SUBSURFACR MATERIALS TO BF ENCOUNTFPEU
FROM iNSPECTLNC THE SITE., ALL EXPLORATORY WORK DONE BY THE. OWNER,
AS WELL AS PROM INFORMATION PRESi:WTEO BY THE DRAWINGS AND
SPKCIFICATIONS MADE A PART Ov THIS CONTRACT. '
2. INFORMATION ON SITE COVDITIONS
ALL INFOKMATION OBTA.NKU BY T'IIE CITY KEGAI,OING S[TF rONDITIONS,
SUBSURFACE INFORMATION, GROUNDWATER ELEVATIONS, EXISTING 1
CONSTRUCTION OF SITE FACILITIES AS APPLICABLE, AND nEMILAR DATA
WIL1. BE AVAILABLE. FOR INSPECTION AT THE OFFICE OF THE CITY UPON
REOUES'I'. SUCH INFORM 'ION IS OFMIFD AS SUPPLEMENTARY
I NFO,MAIION ONLY. NEITHER THE ENGINEER NOR THE OWNER ASSUMES ANY 1
RRSPONSIRILITY FOR TIIF. COMPLETENESS OR INTERPRK'IATION OF SUCH
SUPPLKMF,N.ANY INFURMA'l'ION.
WHEN A LOG OF TEST BORINGS SHOWING A RECORD OF THE DATA OBTAINEU '
BY THE ENCINKER'S INVESTICATIONS OF SUBSURFACE CONDITIONS IS
INCLUDED AS A PART OF THE CONTRACT 40CU4KNTS, SAID IA,: REPRESENTS '
ONLY THE OPINION OF THE ENGINEER AS TO THE. CHARACTER OE THR.
MATI'NIALS ENCOUNTERFO BY HIM IN HIS TEST BORINGS AND IS INCLUDED
ONLY FOR THE CONVENIENCE OF THE. BIDDERS
]. TEMPORARY WATER t
WATER IS AVAILABLE. AT THE FIRE HYDRANT BETWEEN WELL NO. 9 AND THE '
OBSERVATION .'ELL. TIE CONTRACTOR SHALL OBTAIN A METER AT THE
CITY SHOPS AND SHALL USE: IT FOR MEASURING THE WATER USKU FROM THE
HYDRANT, THE: CONTRACTOR WILL NOT BR CRA'...ED FOR WATER USAGE.. '
45 '
' W bb5
TECHNICAL SPECS.
' DECEMBE:R 1982
4. TEMPORARY ELECTRIC PWEK
MAKE. Art HAN(U:MEN'I'S FOR ELECTRICAL POWER FOR USE DARING THE
CONS'I'KOCTION PERIOD AND PAY ALL. COSTS FOR SAME,
5. S..NITARY FACILITIES
THE
ES AND THOSE OF HIS SUB
MAY USE CONTRACTOR
PUNCH RFSTROOMSE IN THE PARK AREA. THE CONTRACTOR
ONTRACTO)S'.
1 SHALL TAKE SPECIAL CARE NOT TO UNDULY ENCUMBER THE RKsfKOOMS a0
AS TO NE INCONVENIENT FOR 'CHK GENERAL PUBLIC'S IISE, AND HH'dJ,
MAKE EVERY EFFORT TO KEEP THE RESTROOMS CLEAN. THE CONTRACTOR
;HALL KEEP ON HAND A BROOM 'IO PERIODICALLY SWEEP MUD AND DIET OUT
OF THE RKSTROOMS WHICH MAY HAVE. BEEN LEFT BY THE CONTRACTOR'.
' AC'f1Vl','L,iS,
6, DAMAGE. TO EXISTING FACILITIES
WHERE ANY EXISTING STRUCTURES OR FACILITIES ARE DAMAGED BY THE
CONTRACTOR DURING CONSTRUCTION, THE CONTRACCOK SHALL PROMPTLY
REPAIR OR REPLACE; THE DAMAGED PORTION OR FACILITY AT NO
ADDITIONAL COST TD THE OWNER.
7• S'CCKACE OF MATERIALS
MATERIALS SMALL BE SO STOKED AS TO INSURE THE PRESERVATION OF
' THEIR QUALITY AND FITNESS FOR THE WORK. WHEN CONSIDERED
NECESSARf, THE-v ';HALL BE PLACED ON WOODEN PLATFORMS UP OTHER
HARD, CLEAN SURFACES, AND NOT ON THE' GROUND, AND/OR THEY SRAL% ME P,,ACEU UNDER COVER, STORED MATERIALS SHALL BE LOCATED SO AS TO
FACILITATE PROMPT INSPECTION. MATERIALS MAY HE STORED IN THE
SOIITHWFS'T PORTION OF THE PARKING LO:, NUT SHALI. NOT F'.NCUMBF14 AN
' AREA LARGER TDAN 60 FEET BY 60 FEET IN THE PARKING AREA.
A• CONTRACTOR'S EXPERIENCE
' 'fHE CONTRACTOR SHALL HAVE NOT LESS THAN FIVE (5) YEARS'
EXPERIENCE 1N DRILL. NC AMU DEVELOPING WELLS WI'NI A DIAMETER OF 24
' INCHES OR MORE, IOC FEET DEEP, AND WITH A CAPACITY OF J,000 GPM
OR MORE. IF REOUIRED, THE CONTRACTOR SHALL SUBMIT' EXPKRIENCE
RECORDS TO THE CITY WITH OTHER PKRTINKNT INFORMATION THAT WILL
INDICATE ABILITY TO SA'I'ISFACTORI .Y PERFORM THE WORK. TPE
CONTRACTOR SHALL DEMONSTRATE THAT HE HAS AVAILABLE THE: NECESSARY
F:Ol11PMENT IN GOOD WORKING ORDER TO SATISFACTORILY COMPLETE THEWORK. THE CITY SHALL HAVE tHK RIGHT TU REJECT ANY BIUQER'S
' PROPOSAL ON THE GROUNDS OF APPA; 7NT LACK OF EXPERIENCE OR
AVAILABILITY OF EOUIPMCNT,
' 46
W hb', TECHN SPF.Cs,
DECFAR, 1982
9. DAMAGE TO LANDSCAPING ,
THE CONTRACTOR SHALL USK 'THE UTMOST CARE IN EXECUTING THE WELL ,
ORILLING AND DEVELOPMENT TO DISRUPT AS LITTLE OF THE PARK AS
NhtKNSAKY. THE CONTRACTOR IS KEOUlKED TO FENCE HIS CONSTRUCTION
OPERATION AND IS RESPONSIBLE FOR DAMAGE TO HIS EQUIPMENT, PUBLIC '
INJURY, AND WELL CON:'AMINA'f1ON. THE CONTRACTOR SHAIJ. RESTORE ALL
I.ANDSCAPKD AREAS TO A CONDITION KOIIAL TO OR K!`fl'E:K THAN THE SITE
BEFORE: THE CONSTRUCTION OPERATION.
2.0 WASTE MATERIAL, WASTEWATER, AND DISPOSAL '
2.1 GENERAL '
1. SCOPE
WORK COVERED IN THIS SECTION INCLUDES THE HANDLING AND DISPOSAL
OF WASTE. MATERIAL AN.) WASTEWATER.
2.2 _ MA_TdRIAL ,
I. WASTE MATERIALS '
ALL EXCAL'ATED 'NTERIAL RESULTING FROM THE: WELL DRILLING OPERATION '
SHALL BY. PI.ACEL WITHIN THE STRAW BERM AREA As SIIOWH ON THE PLANS.
SAND, JKAVKL, AND ROCKS SHALL BE SEGREGATED FKOh THE; I:I.AY, PEAT,
AND MUCK WITHIN THE BERM AREA TO THE EXTENT POSSIRLE. AT THE ,
COMPLETION OF THE. CONTRACT, THE CONTRACTOR SHALT. REMOVE ALI, CLAY,
PRAT, ANO MUCK FROM THE CONSTRUCTION AREA AND SHALL DISPOSE, OF IT
AT A CLTY-APPROVED DISPOSAL. SITE. THE SAND, GRAVEL, AND ROCKS '
SHALL REMAIN ON THE SITE AND SHALL HE F.VFNLY GRADED BY THE
CONTRACTOR TO HE PS'A AS FOUNDATION MATERIAL. FOR THE FUTURE WELL
HJl1.UING. REMOVE .,TRAW RALKS AT COMPLETION OF C^"TRACT,
2. WASI'EWATF.RS '
WATER RESULTING FROM WELL DEVELOPMENT. CAN BE PLACED WITHIN THE '
STRAW KERM AND ALLOWED TO INFILTRATE..
WATER KKSUL'TINL FROM TESL' PUMPING OPERATIrNS SHALL BF. PIPED ABOVE ,
GRADE AND DISCHARGED IN EITHER THE CEDAR RIVER OR THE METRO
42-INCH SEWER INTERCEPTOR. THE. CITY WILL SELECT THE DISCHARGE
SITE AFTER THE BID AWARD. IN NO EVENT WILL 'THE. WATER BE PIPED A '
DISTANCE GREATER 'THAN 1,200 FEET FROM THE WELL. '110 CONTPACTOK
47 '
TECHNICAL SPECS.
DECEMBER 082
t hDALL LAY A le-INCH PIPELINE: AROVF (:BADE WITH SU[TAHI.E SUPPORT
AND THRUST RESTRAINT TO CARRY THE HATER FROM TICK PUMP TEST TO
K ITHER THE RIVER OR THE SEWER. T'I, )MTKACTOR SHALL. MAINTAIN THE.
PIPE DARING PUMPING OPERATIONS.
' 2.3 PAYMENT
NO SIEPARATF, OR ADI11T1(INA1. PAYMENT WILL RR MAIZE FOR '[HE WORK AND/IM
MATERIALS SPECIFIED HENEIM. ALL COSTS OF SUCH WORK AND/OR MATERIALS
' SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT AND SHALL RE
INCLUDED IN THE APPROPRIATE. UNIT OR LUMP SLIM BIT) PRICE.
1.0 28-INCH WELL V CON51R PION - SCHEDULE A
3.1 GENERAL
1. SCOPE
' IMF, WORK COVERED IN THIS SECTION INCLUDES AI.1. I.AROR, BUDIPMENT,
MATERIALS, 11)OLS, AND SERVICES RKOUIRKD To ORILI. CASK, SCKKKN,
SEAL, DEVELOP, TEST PUMF, AND CAP A 24-INCH PYODUCTION WELL AS
' SPECIFIED HEREIN.
2. STANDARD SPECIFICA'f1UNS
AI.I. WORK AND MA'fMB1ALS AND THE CDNSTHllC`rl ON OF PIIK WELL SHAI.I.
CONFORM TO THE REOUIREMEN'IS OF CHAPTER 117-IhO MAC, MINIMUM
' STANDARDS FOR CONSTRUCTION AN], MAINTENANCE OF WATER WELLS, AND
AWA A100 UNLESS 300IFIED HKe 1. HIGHER STANDARDS OR PROCEDURES
AS CALLED OUT IN THESE SPECIFICATIONS SH1.I.L PREVAIL.
' I. SUBMITTALS
THE CONTKACTY)R SHALI. SUBMIT 'rHE FOLLOWING PROJECT UATA PRIOR TO
WELL CONSTRUCTION-
1, MANUFAC.TIIRKR'S CF:RTIFICA'f ION OF CONFORMANCE (lF CASING
MATERIALS TO SPECIFICATIONS.
2. MANUFACTURER'S DESCRIPTIVE DATA INDICATING MATERIALS OF
' CONSTRUCTION AND CONFIGURATION OY SCREEN.
J. DESCRIPTIVE UA'IA AND DRAWINGS INUICA'f LNG EOUIPMKN'f,
MATERIALS, AND PROCFDURES TO OF UTILIZED IN THE FOLLOWING!
' 48
W bhS TECHNICAL SPKCS.
OKCP.MBFR 1441
1. WELT. UEVFLOPMENT, '
2. WASTKWA'TKR DISPOSAL (INCLUDING ABOVE-GRADC PIPKLINK)
I. TEST PUMPING. '
4. SLIPPAGE SEALING, 1
5. IIISINFFC'1 ION.
4. CONFIGURATION AND YIELD OF WELL
THE WELL SHALL RE CONSTRUCTED BY THE CIHYTRACTOR AS SHOWN ON THE ,
PLANS AND SHALT. IF^.LUDF: BUT NOT BE LIMITED TO THE FOLLOWING
COMPONENTS:
I. FULL LENGTH 24" CASING EXTENDING FROM 2 FEET ABOVE THF. GROUND ,
SURFACE TO THE: DEPTH DESIGNATED BY THE CITY DURING DRILLING
OF THE WELL.
2. CONTINUOUS WIRE WOUND SLOT-TYPE WILL SCRFP,N SEALED TO THL
CASING WITH A NF.DPRENE PACKER.
I. GROUP SEAL PLACED AROUND 'THE CASING AMU LXTKNUING TO 20 FEET '
BELOW THE GROUND.
4. 'TACK WELDED (Al'.
TPE WELL S441.1. At.' DRILLED AND DEVELOPED BY T4E CONTRACTOR FOR A
MAXIMUM POSSIALFI YIELD. THE VIELD DESIRED BY THY, OWNER IS 1,SO0 '
GALLONS PhA MINUTE. THE DEPTH OF THE WELL AND THE SPECIFIC
LOCATION OF THR WELL SCREEN AMU THE STRATUM TO BE DEVELOPED Will.
BE SILKCTKD BY THE KNGINEIII DURING IRK. DRILLING OPERATIONS. THE t
CONTRACTOR .HALL PROVIDE ANY AND ALL INFORMATION WHICH MAY OF
ORTALNh.. I,R DKRIVKO DURING THF. DRILLING TO A;.SiST IN ACHIKYLAC
THE DKSIRID YIELD. ,
5. WILL LOCATIONS
TiiK CITY WILL STAKE AND KSTABIISH THE LOCATION OF THE WELL. ,
1,2 4ATERIALS
1. WELL CASING
CASING STRINGS SHALL BE NEW BLACK S'TEKL vlPf, SEAMLKSS OR WELDED,
IN ACCORDANCE WITH AMERICAN PETROLKMM INSTITUTK STANDARD S1. OR ,
EQUIVALRKT AKTM IN( ANSI STANDARDS. THY. SUKFACK SKAL CASINO SHALL.
4V '
' TECHNICAL SPECS.
UKCRMHKR 1982
BE )O-INCH NOMINAL PIPE. THE FULL LENGTH CASING SHALL BE 24-INCH
NOMINAL DIAMETER PIPE WITH WALL THICKNESS UP NOT LESS THAN
0,375-INCH, AND WEIGHING NOT LESS THAN O4,0 POUNDS PER FORT OF
CASING, TNH TP.MPOKARY SURFACE' CASING: NAY BE NEW ON USKt� AT THE.
11PTION OF THE CUNTKACTOR,
2. CASING DRIVE SHOE
THE idRiEK END Of THE CASING SKALI, RK FITTED WITH A NEW DRIVE SHOE
' DF THE. MATERIALS AND CONFIGURATION RKOVIRED T11 PREVENT DAMAGE OR
DISTORTION To THK CASING WRING WELL TRILLING. THE SHOK SHA1.1,
NAVE. A BEVELED AND TEMPERED CUTTING F.Uut OF FORGED, CAST, OR
' FABRICATED METAL AS REOUSREO BY THE DRILLING METHOD AND
SUBSURFACE SOILS CONDITIONS.
WELL. SCREEN
WELL. SCREEN SHALT. BE ;4-INCH TELESCOPING, STAINLESS STEEL,
CONTINUOUS SLOT CONSTRUCTED BY THE WINDING OF TRIANGULAR
CROSS-SECTION WIRE SPINALLY AROUND A CIR AILAR ARRAY OF
LONGITUDINAL ROTAS AND JOINING EACH ROD AND WIRE INTERSECTION BY
WELDING. ALL SCREENS SHAL' SE MANUFACtURNU BY JOHNSON DIVISION,
UOP, INC., A,O, COOK COMIANY, OR APPROVED KOUAL. THE WIDTH OF
THE SLOT OPENIN(. AND LENGTH OF THE SCREEN ASSEMBLY WILL BE
DFTKRMINED BY IMF, CITY DURING CONSTRUCTION OF TH.^ WELL. INK
SCREEN SHALT BE. FITTI:U WITH A NEOPRENE FIGURF. "K' PACRKR FITTING;
AT 'Pitt TOP, A CLOSED RAIL. PLUG AT THE. RnTTOM AND ANY AND ALL.
nTHE,l APPt KTRNANCKS AND ACCESSORIES E411CH MAY HE RKDIIIEEI` FUR
' PROPER INS'ALLATION AND OPERATION OF THK SCREEN.
4. CEMENT .ROUT PON SURFACK SKAL
tCI.KF.NT GKOLIT FUR THE SURF&LE SKAI SHALL BK A MIXTURE Of 4 POUNDS
' OF POWDERED CGMMERICAL RENTONITE AND NOT MORE. THAN 7 GALLONS OF
CLEAN WATER PpR 94 POUND MG OP PORTLAND CEMENT, CONFORMING TO
ASTM COD, TYPE 11.
tS. WELL CAP
THE TOP OF 'THE 24-141:11 CASING SHALT, N FITTED WITH A 'LACK WELDED
CAP THAT Wll.l. PKFVF,NT POLLUTANTS FROM KNVERING THE WELL.
N. RAC,KPILIL
t
MCKFILI. MATERIAL FOR DRILL HOLES SHALL. BE c:I+nN PEA GRAVEL, AS
APPROVED By THE CITY.
' SO
0
W AA', TECHNICAL SPECS. '
OKCKMBER 1982
3.3 WONKWMNI► 1
1. DRILLING
THK WELL SHALL AM DRILLED BY THE CABLE TOOL METHOD USING WATER. ,
OTHER METHODS SHALL NOT BE USED AND WILL HOT BE ACCEPTED BY THE ,
CITY. THE CONTRACTOR SIIALI. PROVIDE A CARLE POOL DRILLING RIC.
CAPARL, OF REACHING. THE DKSIRKU DEPTH, TPC ONTI.LINO OPERATIONS
SIIALI. ALLOW THE CASING STRING TO BE INSTALLKU IN CONJUNCTION WITH
DRILLING, AND SHALL ALLOW THE CASING TO BE WITHDRAWN AT ANY TIME. '
AND SHALL AI-AW THE PKRFOKMANCK OF ANY AND At.). OTHRR RROUIRKD
WORK, i'lIK IHWTII SIMU.I. 11P: iN,.TEMMINKP MY 'CITY. CI'1'�
WATER AND CUTTINGS REMOVED FRUM THE WELL WRING THE DRILLING ,
OPKRATIONS SHALL BE DISPOSED OF AS SPECIFIED.
2. INSTALLATION OF CASING
THE INSTALLATION OF THE CASING SHALL HE CARKIKD WITH THE DRILLING ,
AND SHALL RK MAINTAINED WITHIN T FEET OF THE BOTTOM OF THE HOLE.
THK CASING STRING SHALL AV ASSKMBLKU BY BUTT WELDING THE PIPE
S4CTIONS. WKI.HINU SHALT. MR Y'lll.l, f(INTINOVS MORNING WKI,IIS, THE
Pull, 'I'1I111KNKSS OF 'PITY. PIPE 'ALL, AND SIIALI ME IN ACGORUANCY. WI1111
API`LICAOLK STANDARDS OF THE C.IFRICAN WKLDINC SOCIK"Y. ALL •IOINTS
SMALL. BE WATERTIGHT.
1. WY:I.1. ALIGNMENT AND 1'LU, ,N=:•� ,
TL ST 'THl, WELL FOR PIUMBNKSS AND ALIGNMENC AFTER GROUTING. ,
PLUKBNKSS SHALL HE TESTED AS DKTAILKU 1N AWWA SECTION A1.6.2 TO A
DEPTH OF 100 FEET. ALIGNMENT SHALL BE TESYED AS )ETAILED IN AWWA ,
SECTION AI-9,4 T 1 DEPTH OF TOO FEET. THE WELL SHALL BE
CONSIDERED OOT OF v,OMB IF THE RUMMY DOES N31 MUV, PREHL'. THY.
WELL SHALL At, OUT OF ALIGNMENT IF THE CASING VAKIES BY MORE, THAN
THRKE INCHES SIDE TO SIDE, AT ANY TWr POINTS ALONG TUB VERTICAL. t
CASING. IF THE WELL IS OUT OF PLUMB OR ALIGNMENT, IT SHALL BY.
('ORKECTEII MY THE CONTKACTOM AT HIS OWN EXPENSE. SHOULD HE FAIL
TO CORRECT ALIGNMENT OR P.IMRNSS", THE, CITY KAY R!:'USE TO ACCEPT t
THE WKIA., THE CONTRACTOR SHALL NOTIFY THE CITY THREF DAYS PRIOR
TO 1%KFORMINII THE TESTS.
i. ABANDONMENT
ANY WELL THAT IYOAS NOVMEET THE ALIGNMENT, PLUMBNESS ON OTHER ,
REQUIREMENTS, OR ANY WELL ON WHICH THK CONTRACTOR STOPS WORK
PRIOR TO COMPLETION WILL PE ABANDONED. A NEW WFIA, SHALL ME
STARTED IN THE IMMEDIATE. VICINIT'. AT A LOCATION DESIGNATED RY THF. ,
CIT'. NO PAYMENT WILL ME MADE YOH ANY WORK ON AM ABANDONED WELL.
SI ,
W hb5 1'KCHNIGAI. SPECS.
OKCEMHFR I981.
AN ABANDONED WELT. SHALL HE B%CKFILLED ANT) SBALKD IN At:( oKOANCF'.
WITH THE REOOIREMRNIS OF MAC 173-I60 AND AWWA SKCTION Ai -11 AND
' AS APPROVED HY THE CITY.
5. DKILI.IN: REPORT
' DURING DRILLING, DKVKLOPMEFT AND TKSTING OF THE WELL, THE
CONTRACTOR SHALL PREPARE, ON A DAILY BASIS, A DETAILED DRILLING
REPORT. THE. REPORT SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
FOLLOWING.:
I. DEPTH ORILLKD AND LENGTH OF CASING INSTALLED DURING EACH WORK
' SHIFT.
1. NUMBER OF NOUKS OF ACTUAL. DRILLING DURING EACH WORK 5111FT.
1 3. DEPTH AND THICKNESS OF EACH SPECIFIC STRATUM.
' 4. DFIAII.KD IDENTIFICATION AND DESCRIPTION OF THE MATERIAL OF
WHICH EACH STRATUF. IS COMPOShD.
S. KATE OF 1'KNETRATION OF DRILLING OF EACH STRATUM.
' h. WA'I'EP LEVEL IN THE WKI.I. AT THL BFa INNING AND KNU (11' EACH
SHIFT.
' THE DRILLING KFPORT SHALT BE PREPARED AND MAINTAINED, ON A DAILY
BASIS, MY THE CONTRACTOR RP:GARDLESS OF RECORDS AND LOGS PREPARED
BY THY. CITY.
THK CITY SHALL HAVE ACCESS TO '('Hh CONTRACTOR'S LOG AT AL1. TIMES
AND A COPY SHALL BE FURNISHED rO THE CITY FOR EACH DAY WHILE THE
WORK IS IN PROGRESS.
THE CONTRACTOR SHALL BE COMP:.KTELY RESPONSIBLE FOK SUHMIT'I'ING THK
t NECESSARY LOGS, RECORDS AND REPORTS TO 'No STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY AS REODIRED BY STATE :P.GULATIONS.
t . MA'FERIAI. SASPI.LN(.
THK CONTRA( VON SHALL OB'FA1N SAMPLES OF MATERIALS ENCOUNTERED AT
' TEN (10) FEET INTERVALS ABOVE THE 7ONF: OF SATURATION, FIVE. (5)
FEET INTERVALS BELOW THE ZONE OF SATURATION, WHF.NKVRA A MOISTURE
CHANGE IS NOTED, OR AT THE DEPTHS AND IN THE FREQUENCY, MANNER,
' FORM AND QUANTITY UIKKCTKO BY TIF. CITY FOR ANALYSIS tlY THE C1'FY.
RACK SAMPLE SHALL BE OKPOSITED FROM THE NAILER ONTO A CLKAN BOARD
OR TROUGH, MIXKD TO OBTAIN A IINIFORM REPRESENTATIVE SAMPLE,
SE"ARATKLY PACKAGED AND IDENTIFIED AS DIRRCTED BY THE CITY AND
SIULL BE STORED AND PROTECTED UNTIL REMOVED FROM THE WORK AREA BY
THE ',JTY. SAMPLE CONTAINERS SHALL RE PROVIDED BY THE CONTRACTOR,
AND SHALL BE CLEARLY MARKED AS NECESSARY TO FACILITATE THF. STUDY
' OF THE SUBSURFACE CONDITIONS.
S2
W 6f'-. TECHNICAL SPECS.
DECEMBRR 1982
7. INSTALLATION OF WELL SCREEN
THE WELL SCREEN SH4I.1, BE INSTALLED BY THE PULL-RACK METHOD, AND
THE CONTRACTOR SHALL. HAVE. ADEOUATE JACKS TO ENABLE THE CASING TO
BE PULLED BACK TO EXPOSE THE SCREEN. TIIE CASING STRING SHALT. BE
ADVANCED THROUGH THE FORMATION TO BE SCREENED AND THE HOLE
CLEANED OUT TO THE LEVEL WHERE THE BOTTOM OF THE SCREEN IS TO BE
PLACED. THE SCREEN SMALL THEN RE LOWERED TO THAT LEVEL WITH A
CABLE ATTACHED TO THE BAIL IN THE BOTTOM OF THE SCREEN. THE.
SCREEN SHALL RE TEMPORARILY HELD AT THE REQUIRED LEVEL AND THE
CASING RAISED UNTIL THE SCREEN IS EXPOSED AND THE PACKER IS
PO5ITIONED APPROXIMATELY L2 INCHES FROM THE END OF rmE CASING.
THE WELL SCREEN SHALT HE INSTALLED IN ACCORDANCE WI' H THE
INSTRUCTIONS OF THE MANIIE `URKR.
H. WELL DEVELOPMENT
DEVELOPMENT OF THE WELL SHALL BE PERFORMED BY THE CONTRACTOR T')
REMOVE SAND AND FINE MATERIAL FROM THE STRATUM PENETRATED BY THE
WELL SCREEN AND TO STABILIZE THE REMAINING SAND AND FINE MATERIAL
IN THE STRATUM SO THAT THE WELL WILL YIELD WATER WITH A LOW
SETYLKABLE AND SUSPENDED SOLIDS CONTENT.
THE LONTRACTOR SHALL dOTIFY I'HK CITY NOT LESS THAN TWO (2)
WORKING DAYS IN ADVANCE, TO THE DATF AND TIMF WHEN WET.1
DEVELOPMENT OPERATIONS WILL BE STARTED. THE +'EE AND TIME
S41,RCTED SHALL BE A RE':PLAR DAY SHIFT, MONDAY 1`,ROU17H FRIDAY,
EXCLUDING HOLIDAYS.
THE WELL SHALL R�. DEVELOPED BY SUKGISG WITH A SURGE BLOCK
OPERATED BY THE DRILLING ACTION OF THE CABLE TOOL RIC. THE
SIRGING EQUIPMENT SHALL CONSIST OF A VENTED SURGE BLOCK ATTACHED
TO A DRILL STEM OR STRING OF PIPE. THIS SYSTEM SHALL BE CAPABLE
OF OPERATING THE SURGE BLOCK AT A RATE OF TWENTY TO FIFTY, 26 TO
36 INCH STROKES PER MINUTE. THE F.O'IIPMFNT AND METHOD SHALL BE
APPROVED BY THE CITY.
WATER REMOVED FROM THE WELL DURING DEVELOPMENT SMALL BE
DEPOSITED WITHIN THR STR 'ERM,
1
,T i
W bet TECHNICAL SPECS.
OKCF.MRER 19R?
V. PUMPING 'PEST
PUMPING TEST SHALL BE: CONDUCTED AS FOLLOWS:
I. tiµUR'f TERM VARIABLE PUMPING 'TEST TO FINISH DEVELOPMENT AND
' DETERMINE A PUMPING RATE FOR THE LONG TERM TEST.
7. Oft- PERM CUNSTANT KAIL PUMPING 'm s'l'.
1. STEP TEST TO ALLOW EVALUATION OF WELL EFFICIENCY.
'no. CONTRACTOR SHALL FURNISH, INSTALL, OPERATE AND REMOVE: ALL
PUMPING EQUIPMENT, THROTTLING DEVICES, VALVES, PIPING, MEASURING
INSTRUMENTS AND THE WASTEWATER DISPOSAL CONVEYANCE SYSTEM
'E:QUIRRO FOR PUMPING TKS'fS OF THE WELLS, AND SIIALI. PROVIDE'.
' PEKSUNNKL 'TU CONTINUOUSLY OPERATE AMU MAINTAIN THE. EOUIPMKN'f
DURING THE PUMPING TESTS.
' THE PUMPING EQUIPMENT SIIALI. BE CAPABLE OF IiLSCHAR(:IN,. .AI LEAST
3,500 GALLONS PER MINUTE UNDER THE CONDITIONS IMPOSED SY THE:
WATER LEVEL IN TdE WEI.I AND THE D1S"HARGE PIPING. THE PUMP INO
EQUIPMENT SHALL INCLUD %it, REQUIRED ELECTRICAL AND MECHANICAL
' ACCESSORIES, APPURTEN-\ . E;S AND CONTROLLERS FOR PROPEP AND
CONTINUED OPERATION of THE PUMP DARING THE TESTING PERIUU. THF.
PUMPING EQUIPMENT AND POWER S,IURCE SHALL BE I.APABLE OF CONTINUOUS
t OPERATION FOR UP TO 60 HOURS WITHOUT STOPPING FOR MAINTENANCE OR
OTHER CAUSES. TIE. PUMP LO('1'ftoN IN THE WELL SHALT. RE APPROVEL By
THE CITY.
THE POWER SOURCE MAY RK E•'THER ELECTRICAL SERVICE, AN ENGINE
GENKRA i'OK OR AN FNGINK WITH DIRECT DRIVE. THE CONTRACTOR SIALI,
MAKE ALL ARRAN(;tMENTS FOR RLECTRICAL SERVICE, BY THE UTILITY
COMPANY AMU SHALL PERFORM ALL ELECTRICAL WORK AND PROVIDE AND
INSTALL ALL ELECTRICAL. WINING AND DKVICKS FOR OPERATION OF THE:
PUMP.
' THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, A 2 INCH DIAMETER
ACCESS POK'T, AND A 1-1/2 INCH DIAMETER PIPE FROM THE TOP OF THE
WELL TO THE. PUMP BOWLS, AND APPURTENANCES REQUIKEO FOR
' MEASUREMENT, BY THE CITY, OF THE WATER LEVEL IN THE WELL.
THE CITY WILL PRI)VIDE AND USE, LABI.F SUSPENDED STRAIN GAUGES Wl1'.t
' INDICATORS FOR WELL LEVEL MEASUREMENT.
THE CONTRACTOR SHALL ASSIST THE CITY IN THE MEASURING OF THE
' WATER LEVEL AS MAY [IS RKOUESTED BY TNK 1:1'IY. THE CONTRACTOR
SHALL HE PESPONSIBLE FOR THE ANILITY TO OBTAIN WATER LEVEL.
MEASUREMENTS UURIN(, THE PUMPING TEST. IF THE ACCESS POKT. PII'F
OR OTHER APPURTENANCES REQUIRED BY THE CITY FOR WATER LEVIlL
MFASURFMl.N'TS DO N " ALLOW THE. CITY TO 09-AIN WATER LKV91.
MEASUREMENTS UUKING TrtE TKS'T, THEN THE 'fKST SHALL BE RESTARTED
AFTER A RECOVERY PERIOD DETERMINED BY THE CITY. THE COSTS FOR
' 'fHK ABORTF), TEST WILL RE KORNE BY IMF. CONTRACTOR.
W 645 TECHNICAL SVFaJ>, i
DECEMBER l982
1
THE CONTRACTOR SHALL FURNISH AND OPERATE THE EOU'PMENT AND ,
APPURTENANCES NECESSARY TO OBTAIN WATER SAMPLES, MEASURZ " E WELL
PUMP FLOW AND CONTROL THE PUMP FLOW WHILE DISCHARGING 'TKF: WATER i
INTO THE WASTEWATER DISPOSAL SYSTEM. THE EQUIPMENT AND PROCEDURE
SHALL BE APPROVED BY THE CITY.
WATER PUMPED FROM THE WELL DURING PUMPING TESTS SHALL BE i
DISCHARGED TO THE WASTEWATER DISPOSAL SYSTEM PROVIDED BY THE.
CONTRACTOR AS SPECIFIED.
THE CONTRACTOR SMALL NOTIFY THE "Y NOT LESS THAN THREE (3) i
WORKI,3C DAYS IN ADVANCE., TO THE DATI AND HOUR WHEN THE CONTRACTOR
WILL BE PREPARED TO START PUMPING TEST OPERATIONS. THE DATE .AND i
HOUR SELECTED SHALL BE A REGJLAR DAY SHIFT, MONDAY THROOCI.
WEDNESGAY, EXCLUDING HOLIDAYS.
THE SHORT-TEKM PUMPING TEST SHALL CONSIST OF PUMPING AT VARIABI.� i
FLOW RATES FROM 500 TO 3,500 GPM FOR APPROXIMATELY H HOURS.
THE LONG-TERM CUNSTANT FLOW PUMPING TEST SHALL BE STARTED AFTER i
THE WELL HAS RECOVERED TO ITS ORIGINAL WATER LEVEL AS UETERMINED
BY THE CITY, OR AT LEAST 12 NrJRS AFTER THE SHORT-TERM STEP FLOW
PUMPING TEST MAS BEEN COMPLETED. THE LONG-TERM PUMPING TEST
SHALL BE RUN AT A FLOW RATE OF 3,500 GPM FOR A CONTINUOUS TIME i
PERIOD UP TO 40 HOURS.
DARING THE LONG-TERM CONSTANT FLOW PUMPING TEST, 'THE CONTRACTOR i
SHALL CONTINUOUSLY CHECK AND ADJUST THE PUMP DISCHARGE WITHIN
PLUS OR MINUS 5 PERCENT OF TPF'. KF.QUIRED RATE.
THE STEP TEST SHALL BE STARTED AFTER THE WELL HAS RECOVERED TO 90 i
PERCENT OF ITS ORIGINAL WATER LEVEL AS DETERMINED BY THE CITY.
THE STEP TEST SMALL BE RUN AT VARIABLE RATES BETWEEN 1,000 AND
3,500 GALLONS PER MINUTE FOR APPROXIMATELY 4 HOURS, AS DETERMINED i
BY THE CITY.
10. SEALING OF CASING i
A CEMENT GROUT SEAL SHALL HE PLACED IN THE ANNULUS BETWEEN THE i
24-INCH CASING AND 3G-INCH CASING FOR A MINIMUM DEPTH OF 20 FEET
BELOW THE CRO,NU SURFACE PRIOR TO Ca ON COMPLETION OF THE WELL..
THE CASING SMALL BE CENTERED WITHIN THE HOLE TO ASSURE A COMPLETE
NEAT. OF 1-1/2 INCITES MINIMUM THICKNESS. NO WORK SHALT, BE DGNE ON
THE WELL FOR A MINIMUM PERIOD OF 72 HOURS FOLLOWING PLACING OF
THE SEAL. THE CEMENT GROUT PLACEMENT METHOD SHALL BF. IN
ACCORDANCE WITH THE REQUIREMENTS OF WAG 173-I60, SEALING OF i
UNCONSOLIDATED FORMATION WITHOUT SIGNIFICANT CLAY BEDS AND AWA
AI-5 AND SHALL BE APPROVED BY THE CITY.
i
55
W 665 TECHNICAL SPECS.
DECEMBER 1982
r
' 11. 'DISINFECTION
tTHE CONTRACTOR SHALL DISINFECT THE WELL IN ACCORDANCE WITH THE
REOUIREMENTS OF WAG 173-160-240, AND AWWA AI-7, DISINFECTION.
' 12. CAPPING
AFTER COMPLETION OF DISINFECTION, *HE CONTRACTOR SMALL PLACE A
TACK WELDED CAP ON THE WELL CASING.
11. WATER SAMPLING
WATER SAMPLES SHALL BE TAKEN FROM THE WELL BY THE CONTRACTOR AT
THE END OF WELL DEVELOPMENT AND DURING THE PUMPING TESTS AS
REAP I RED BY THE CITY.
4.0 B-INCH OBSERVATION WELL CONSTRUCTION - SCHEDULE B
' 4.1 GENERAL
1. SLOPE
' THE WORK COVERED IN THIS SECTION INCITIDES ALL LABOR, EQUIPMENT,
MATERIALS, TOOLS AND SERVICES RE011RED TO DRILL, CASE, PERFORATE,
SELL, DP.VELOY, AND CAP A WATER OBSERVATION WELL AS SPECIFIED
HEREIN.
2. STANDARD SPECIFICATIONS
ALL WORK AND MATERIALS AND THE. CONSTRUCTION OF THE. WELL SHALL
CONFORM TO THE REQUIREMENTS OF CHAPTER 173-160 WAC, MINIMUM
e STANDARDS FOR CONSTRUCTION AND MAINTENANCE OF WATER WELLS AND
AWWA A100, UNLESS MODIFIED HEREIN. HIGHER STANDARDS OR
PROCEDURES AS CALLED OUT IN THESE. SPECIFICATIONS SHALL PREVAIL.
' 3. SUBMITTALS
THE CONTRAC"rOR SHALL SUBMIT THE FOLLOWING PROJECT DATA PRIOR TO
WELL CONSTRUCTION:
' 56
W 665 TECHNICAL SPECS.
DECEMBER 1982
1. AANUFACTURER'S CERTIFICATION OF CONFORMANCE OF CASING '
MATERIALS TO SPECIFICATIONS;
2. DERCRIPTIVE DATA AND DRAWINGS INDICATING EQUIPMENT, MATERIALS, '
AND iP.00EDURES TO BE UTILIZED IN THE FOLLOWING:
1. WEL1 DEVELOPMENT
2. SURFACE SEAL" -
3. LOCKING CAP
4. DISINFECTION ,
4. CONFIGURATION OF WELL
THE. OBSERVATION 62LL SMALL BE CONSTRUCTED BY THE CONTRACTOR AS
SHOWN ON THE PLANS AND SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
FOLLOWING COMPONENTS:
I. B-INCH DIAMETER FULL LENGTH CASING, EXTENDING FROM 2 FEET '
ABOVE THE GROUND SURFACE TO THE DEPTH DESIGNATED BY THE CITY
DURING DRILLING OF THE WELL.
2. A PERFORATED INTF.RYAL AS DETERMINED BY THE CITY. ,
3. (,ROUT SEAL PLACED AROUND THE CASING AND EXTENDING TO 20 FEET
BELOW THE GROUND SURFACE. '
4. IN�IDF. CASING SEAL TO BOTTOM OF PERFORATIONS.
5. PERW NENT LOCKING CAP. ,
THE OBSERVATION WELL WILL BE CONSTRUCTED TO MONITOR THE EFFECTS
OF PUMPING WELL 9. THE DEPTH OF THE WELL AND THE SPECIFIC 1
LOCATION OF THE WELL PERFORATIONS AND THE STRATUM TO BF nFVELOPED
WILL BE SELECTED BY THE CITY DURING THE DRILLING OPERATIONS. THE
CONTRACTOR SHALL PROVIDE ANY AND ALL INFORMATION WHICH MAY BE
OBTAINED OR DERIVED DURING THE DRILLING TO ASSIST IN ACHIEVING
THE DESIRED WELL.
S. WELL LOCATION ,
THE CITY WILL STAKE AND ESTABLISH THE LOCATION OF THE WELL. ,
57 '
W 665
TECHNICAL SPECS.
DECEMBER 1982
' 4.2 MATERIALS
' 1. WELL CASING
CASING SHALL BE BLACK STEEL PIPE, SEAMLESS OR WELDED, IN
ACCORDANCE WITH AMERICAN PETROLEUM INSTITUTE STANDARD SL OR
EQUIVALENT ASTM OR ANSI STANDARDS. THE SURFACE SEAL CASING SHALL
t BE 12-INCH NOMINAL INSIDE DIAMETER PIPE. THE FULL LENGTH ASING
SHALL BE 8-INCH NOMINAL INSIDE DIAMETER PIPE WITH WALL THICKNESS
OF NOT LESS THAN 0.250 INCH, THE TEMPORARY SURFACE CASING
STRINGS MAY BE NEW OR USED AT THE OPTION OF THE CONTRACTOR.
2. CASING DRIVE SHOE
' THE LOWER END OF THE CASING SHALL BE FITTED WITH A NEW DRIVE SHOE
OF THE MATERIALS AND CONFIGURATION REQUIRED TO PREVENT DAMAGE OR
DISTORTION TO THE CASING. THE SHOE SHALL HAVE A BEVELED AND
TEMPERED CUTTING EDGE OF FORGED, CAST OR FABRICATED KETAL AS
REQUIRED BY THE DRILLING METHOD AND SUBSURFACE SOILS .
' 3. WELL CAP
THE TOP OF THE R-INCH CASING SHALL BE FITTED WITH A CAP THAT WILL
PREVENT POLLUTANTS FROM ENTERING THE WELL AND CAN BE LOCKED IN
CLOSEDTHE WITH A THE CAP SHALL POSITION
WELDED TO D THE CASING.LOCK TO BE PROVIDED
CAP BY �SHALHE LL BE
MANUFACTURED BY CAMPBELL OR EQUI"ALENT.
' 4.3 WORKMANSHIP
1. DRILLING
' THE WELL SHALL BE DRILLED BY THE CABLE TOOL METHOD USING WATER.
CITY. THE
OTHER MO CONTRACTOR SHALL DS SHALL NOT BE S PROVIDE ED AND WILL
CABLE TOOL ACCEPTED
DRILLING RIG
CAPABLE OF REACHING THE DESIRED DEPTH. THE DRILLING OPERATION
SHALL ALLOW THE CASING STRING TO BE INSTALLED IN CONJUNCTION WITH
' DRILLING AND SHALL ALLOW THE CASING TO BE WITHDRAWN AT ANY TIME,
AND SHALL ALLOW THE PERFORMANCE OF ANY AND ALL OTHER REOUIRED
WORK. THE DEPTH SHALL BE DETERMINED BY THE CITY.
' WATER AND CUTTINGS REMOVED FROM THE WELL DURING THE DRILLING
OPERATIONS SHALL BE DISPOSED OF AS SPECIFIED.
1
58
W 66% TECHNICAL SPECS. '
DECEMBER 1982 '
2. INSTALLATION OF CASING ,
THE INSTALLATION OF THE CASING SHALL BE CARRIED WITH THE DRILLING
AND SHALL BE MAINTAINED WITHIN 3 FEET OF THE BOTTOM OF THE HOLE.
THE CASING STRING SHALL BE ASSEMBLED BY BUTT WELDING THE PIPE
SECTIONS. WELDING SHALL. BE FULL CONTINUOUS RUNNING WELDS FOR THE '
FULL THICKNESS OF THE PIPE WALL AND SMALL BE IN ACCORDANCE. WITH
APPLICABLE STANDARDS OF THE AMERICAN WELDING SOCIETY. ALL J014TS
SHALL BE WATERTIGHT. ,
3. WELL ALIGNMENT AND PLUMBNFSS
THE. CASING SHALL BE KEPT STRAIGHT, PLUMB AND CONCENTRIC WITHIN
THE LIMITS THAT WILL PERMIT SATISFACTORY INSTALLATION AND
OPERATION OF WATER LEVEL MONITORING EQUIPMENT. SHOULD THE. WELL '
PROVE UNSATISFACTORY TO THE CITY, THE WELL SHALL BE CONSIDERED AS
ABANDONED.
4. ABANDONMENT '
ANY WELL THAT DOES NOT MEET THE ALIGNMENT, PLUMBNESS OR OTHER ,
REQUIREMENTS, OR ANY WELL ON WHICH THE CONTRACTOR STOPS WORK
PRIOR TO COMPLETION WILL BE ABANDONED. A NEW WELL SHALL BE
STARTED IN THE IMMEDIATE VICINITY AT A LOCATION DESIGNATED BY THE.
CITY. NO PAYMENT WILL BE MADE FOR ANY WORK ON AN ABANDONED WELL.
AN ABANDONED WELL SMALL BE BACKFILLED AND SEALED IN ACCORDANCE
WITH THE. REQUIREMENTS OF WAC 173-160 AND AWWA SECTION AI-11, AS '
APPROVED BY THE CITY.
5. DRILLING REPORT
1
DURING DRILLING, DEVELOPMENT AND TESTING OF THE WELL, THE
CONTRACTOR SHALL PREPARE, ON A DAILY BASIS, A DETAILED DRILLING
REPORT. THE REPORT SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
FOLLOWING:
1. DEPTH DRTI.LFO AND 1`%;TH OF CASING INSTALLED DURING EACH WORK '
SHIFT.
2. NUMBER OF HOURS 0, ACTUAL DRILLING DURING EACH WORK SHIFT. ,
3. DEPTH AND THICKNESS OF EACH SPECIFIC STRATUM.
59 ,
W 66S TECHNICAL SPECS.
' DECEMBER 1982
r
4. DETAILED IDENTIFICATION AND DESCRIPTION OF THE MATERIAL OF
WHICH EACH STRATUM IS COMPOSED.
5. RATE OF PENETRATION OF DRILLING OF EACH STRATUM.
' 6. WATER LEVEL 1N THE WELL AT THE BEGINNING AND END OF EACH
SHIFT.
' THE DRILLIYG REPORT SMALL BE PREPARED AND MAINTAINED, ON A DAILY
BASIS, BY THE CONTRACTOR REGARDLESS OF RECORDS AND LOGS PREPARED
BY THE CITY.
' THE CITY SHALL HAVE. ACCESS TO THt CONTRACTOR'S LOG AT ALL TIMES
AND A COPY SHALL BE FURNISHED TO INE CITY FOR EACH DAY WHILE THE
WORK IS IN PROGRESS.
' THE CONTRACTOR SMALL BE COMPLETELY RESPONSIBLE. FOR allBMITTING THE
NECESSARY LOGS, RECORDS AND REPORTS TO THE STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY AS REQUIRED BY STATE REGULATIONS.
6. MATERIAL SAMPLING
THE CONTRACTOR SMALL OBTAIN SAMPLES OF MATERIALS ENCOUNTERED AT
TEN (10) FEET INTERVALS ABOVE THE ZONE OF SATURATION, FIVE (5)
' FEET INTERVALS BELOW THE ZONE OF SATURATION, WHENEVER A MOISTURE
CHANGE. IS NOTED, OR AT THE DEPTHS AND IN THE FREQUENCY, MANNER,
FORM AND QUANTITY DIRECTED BY THE CITY FOR ANALYSIS BY THE. CITY.
EACH SAMPLE, SMALL BE DEPOSITED FROM THE BAILER ONTO A CLEAN BOARD
OR TROUGH, MIXED TO OBTAIN A UNIFORM REPRESENTATIVE SAMPLE,
SEPARATELY PACKAGED AND IDENTIFIED AS DIRECTED BY THE CITY AND
SHALL BE STORED AND PROTECTED UNTI. '.EMOVED FROM THE WORK AREA BY
' THE. CITY.
7. INSTALLATION OF INSIDE CASING SEAL
AFTER THE. FINAL DRILLING DEPTH RAS BEEN REACHED AN INSIDE. WELL.
SEAL WILL BF ACE" TO A DEPTH JUST BELOW THE BOTTOM OF THE
' CASING PERFORATIONS. THE SEAL WILL CONSIST OF ALTERNATING LAYERS
OF PEA GRAVEL AND SENTONITE WITH ONE. FOOT OF RENTONITE TO 9 FEET
OF PEA GRAVEL FOR THE BOTTOM 100 FEET OF SEALED HOLE. THE.
' REMAINING HOLE WILL BE BACKPILLED WITH PEA GRAVEL. TO THE BOTTOM
OF THE INTERVAL TO BE PERFORATED.
B. CASING PERFORATIONS
THE CASING WILL BE PERFORATED TO OPEN THE OBSERVATION WELL TO THE
' AQUIFIER IN WHICH WELL 9 IS TO BE SCREENED. PERFORATIONS WILL BE
' 60
W 665 TECHNICAL SPECS. t
DECEMBER 1982
INSTALLED USING A MILLS KNIFE OR OTHER METHOD APPROVED BY THE
cTTY. IT IS ANTICIPATED THAT A 30 FEET THICK INTERVAL WILL BE ,
PERFORATED.
9. WELL DEVELOPMENT
DEVELOPMENT OF THE OBSERVATION WELL SMALL BE PERFORMED BY THE
CONTRACTOR TO REMOVE SAND AND F YE MATERIAL FROM THE STRATUM '
PENETRATED BY THE WELL SCREEN AND TO STABILIZE. THE REMAINING SAND
AND FINE MATERIAL IN THE STRATUM SO THAT THE WELL WILL YIELD
WATER WITh A LOW SETTLEABLE AND SUSPENDED SOLIDS CONTENT. ,
THE CONTRACTOR SHALL NOTIFY THE CITY NOT LESS THAN TWO (2)
WORKING DAYS IN ADVANCE, TO THE DATE AND TIME WHEN WELL '
DEVELOPMENT OPERATIONS WILL BE STARTED. THE DATE AND TIME
SELECTED SHALL BE A REGULAR DAY SHIFT, MONDAY THROUGH FRIDAY,
EXCLUDING HOLIDAYS.
THE OBSERVATION WELL SHALL BE DEVELOPED BY SURGING WITH A SURGE '
BLOCK OPERATED BY THE DRILLING ACTION OF THE CABLE TOOL RIG. THE
SURGING EQUIPMENT SHALL CONSIhT OF A VENTED SURGE BLOCK ATTACHED
TO A DRILL STEM OR STRING OF PIPE. THIS SYSTIM SMALL BE CAPABLE. '
OF OPERATING THE SURGE BLOCK AT A RATE OF TWENTY TO FIFTY, 24 TO
36 INCH STROKES PER MINUTE.. THE FQUIPMENT AND METHOD SHALL BE
APPROVED BY THE CITY.
SAMPLES OF MATERIAL BAILED FROM THE WELL SMALL BE COLLECTED BY '
THE CONTRACTOR FOR INSPECTION BY THE CITY WHO WILL DETERMINE WHFN
THE WELL DEVELOPMENT CAN BE TERMINATED. '
WATER REMOVED FROM THE WELL DURING DEVELOPMENT SHALL BE
DISPOSED OF AS SPECIFIED. '
10. PUMPING TEST
THE PUMPING TEST FOR THE OBSERVATION WELL SHALL BE AS SPECIFIED '
FOR THE PRODUCTION WELL WITH THE FOLLOWING EXCEPTION:
THE PURPOSE OF THE PUMP TEST SHALT, BE TO DETERMINF THE. '
MAXIMUM POSSIBLE YIELD FOR THE WELL, THEREFORE, THE FLOWRATE.
FOR THE PUMP TEST IS NOT PRECISE, KNOWN, THE CONTRACTOR '
SHALL ATTEMPT TO PUMP 1,000 GPM iIR THE 40 HOUR TEST,
HOWEVER, AT THE ENGINEER'S OPTION, THE DUMP TEST MAY BE FOR A
LESSER AMOUNT.
SHORT TERM VARIABLE RATE SHALL BE SELECTED IN THE FIELD BUT '
SHALL NOT BE FOR MORE THAN 1,000 GPM.
STEP TEST SHALL BE SELECTED IN THE FIELD BUT WILT. NOT BE FOR ,
MORE THAN 1,000 GPM.
hl
1
' W 665
TECHNICAL SPECS.
' D'CEMBER 1982
' 11- SEALING Of CASING
' A CEMENT GROVSING SEAL SH,\LL BE PLACED IN THE AN11'LL•S BETWEEN THE
8-INCH CASING AND 12-INCH CASING FOR A MINIMUM DEPTH
BELOW THE GROUND SURFACE PRIOR Tn OR ON C OF 20 FEET
' THE CASING SHALL BE CENTERED WITHIN THE ROLE PiL�ETION OF THE WELL.
SEAL OF 1-!/2 INCHES MINIMUM THICKNESS ASSURE A COMPLETE
THE. WELL FOR A NO WORK SHALL BE DONE ON
MINIMUM PERIOD OF 72 HOURS FOLLOWING PLACING OF
THE SEAL, THE CEMENT GROUT PLACEMENT METHOD SHALL BE IN
ACCORDANCE WITH THE REQUIREMENTS OF MAC 173-160-130, SEALING OF
UNCONSOLIDATED FORMATION WITHOUT SIGNIFICANT CLAY BEDS AND AWA
t A,-5, AND SHALL BE APPROVED BY THE ENGINEER.
12. DISINFECTION
' THE CONTRACTOR SHALL DISINFECT THE WELL IN ACCORDANCE WITH THE
REQUIREMENTS OF MAC 171-160-249 AND AWA Al-;, DISINFECTION,
' 13. PERMANENT CAPPING
AFTER COMPLETION OF DISINFECTION, THE CONTRACTOR SHALL PLACE A
PERMANENT LOCKING CAP ON THE WELL CASING IN ACCORDANCE WITH THE
MANUFACTURER'S REQUIREMENTS,
1
1
t Ni
Z
Engineering
June 7, 1983 RECEIVED
51082.00-51082.10
JUN 9 W3
CITY OF RENTON
200 Mill Avenue South
Renton, Washington 98055
BILLING_STATEMENT
Invoice #2021
For engineering services through May 31, 1983, in conjunction with
Well No. 9:
5 Hours Principal P S551Hr. 275.00
Direct Expenses: 151.39
$426.39
3-7 03 SIB) SYMN b
gUF/pUu/U15 . 5o1. Z021 - 4126
1410 Market Street,PO.Box 1180,Kirkland,Washington 98033(206)827-6400
Of Rt4
T
0 PUBLIC WORKS DEPARTMENT
RICHARD C HOUGHTON • DIRECTOR
MUNICIPAL BUILDING 200 WILL AVE $0 RENTON,WASH.99051,
.(P 206
\rEp SEpI `
BARBARA Y. SHIINPOCH
MAYOR
July ?D, 19A3
SIOR2.00 10/22
ARMSTRONG DRILLING, INC,.
10715 Gbth Avenue East
Puyallup, Washington RP371
Subject: Notice to Proceed
Well No. 9 Prnduction and Observation Well Drilling
Gentipmen:
This letter Is your official Notice to Proceed with the work under the
above subject contract. Your contract with the City of Renton provides
under "Call r>r Hids" that the wnrk under this contract shall he completed
within 120 days from the date of the Notice to Proceed. Therefore, the
date of completion of all work established in accordance with the above
provision is November 17, 1993.
If you have any questions or comments regarding this Notice or the
establishment of the date of completion, please advise.
Very truly yours,
CITY/OF RENTON
Polo �:
Robert Rer95trom
Engineering Supe•visor
cc: RH2 Engineering, P.S.
Engineering
September 9, 1983
51082.00
CITY OF RENTON
200 Mill Avenue S.
Renton, Washington 98055
BILLING STATEMENT
Invoice M 2138
For engineering services through August 31, 1983, in conjunction with
Well 09:
CONTRACT AMOUNT AMOUNT EARNED PREVIOUSLY AMOUNT
THUS FAR__ BILLLP DUE
Tasks 1-6 $17,335 $13,626.99 $12,295.06 $1.331.93
Tasks 7-8 $ 3,400 $ 3,400.00 $ 3,40U.00 --0--
TOTAL AMOUNT DUE THIS $1,331.93
INVOICE:
Ci of Renton Accounting Codes of
Project No. W-665 Sys I11to
to
woo 4111 Account
h�
Account
421/000/15.501.37.65.(15) *.. !
CITY OF RENTON CERTIFIt1ATIUN
1, 1�1 YnnfNU On[n nv N.\fix. rlx nY . n
4 W tY nI II\IN\Y, INA1 1 • IXlat! 1
Y(! 140.YIIYI Y.!Nl NIYIG,n\�r.\l,b4 U\YXY1
Tl•YL Y0C11\M!O\YIl I1 ! QII�lD K\l1Y,\NP Iwnl
A�lIN 1 'IN! 1! \LY
•YIY0,111�
� WgIYhO\ a M,n G!\I✓1 T
\INN R
NMlN
jay Q- IS 0Q3/jj SJI 31.(a1t;15, � 1�331 93 �� lt3C
1410 Market Street,P.O.Box 1180.Kirkland,Washington 9803312061827.64o0
FROBIDABIMLATION tHEE-T
CT • WELL NO. 9 PUMP STATION
DATE • JULY 31. 1984
BIDDER BIp
PUGET CONSTRUCTORS
1235 E. 4lh Avenue 14 2.�0
Op without sales Uz
Olympia, WA 98501 Addendum Acknowledged Y
155
PUGET SOUND UTILITY SERVICE
22918 Bothell Way
IA2 IS/i 00 without sales tax
Bothell, WA 98011 Addendum Acknowledged 9 M0 ,s 00"-ft")
M. D. MOORE CO. INC.
13652 SE 107th PI. P.O. Box 2603
S �-S-1. DO without sales tax
Rmtnn, WA 98056
Addendum Acknuwledged Its
IMCO W; rSn.r: FnxWe•2 J
4509 Guide Meridian 171 "0. 00
� without sales tax
Bellingham, WA 98226 Addendum Acknowledged Yus
SEABOARD CONSTRUCTION, INC.
2470 Westlake Avenue N. Suite 204 K1
without sales taz
Seattle, WA 98109 Addendum Acknowledged yEs
N INEER'$ ESTIMATE:
i1 /f "Cbp'rYJs` 93 asi M� vicvb oS',• ,, M'Ytv3.! ' s.+::.e'� i '•
C
1
i • ''eMao
.; YYWasS
I .� ■ns
N'NS !MINM•mw7,
•�
HIT .rQ .+K •T r. N'/W'I /AM1�"RC/'i
rI' ,i.rp9 ;N I/i �w• I1• NAM, i -. Y
�7Y� I.I NSl/ N N'M/ iN ^.wSt NS'
e �
ma
•r H i ;w• y 7W N r "' i
rr' I N NAM, ! a 173/�C w.•.[ t,
r/wT MYry t N•ry1LT • t .N
MW
'M f
vm
47 AW
'�Ji� wir WW Wtu.'rw����i ••n+rwr
Io�aw•/ I wsY. .;i ,I*' i s lws a.v l'r�r�»svv snr V+\r UMVVWA AP
'ASOM eGs'.'G 6 FFN• Yea '1R
RMY " r P.S.
1
410 ma'atI "eet LETTEE
P. 0 Ron
I180
KIRKLAND.WASHINGTON 98033
.I��15�.19Rfi I
Ran Iss'"
TO _C1IY-4E..RENT9t 1Ie11 9 ---
200 Mill Avenue South
Renton, WA 98055 —
WE ARE SENDING You K Attactod Under seperste conf oM_. the fWbwlnE Asms.
Shp dmwmEs Prmts
17 PMe 0 8ff1KPfEe C:, SOecihGigns
Copy or lefts. Cha rp ordn C.�,,,,
enw o.n w peeoerxion
1 11/11/!J Swrry Report Hydrogeologic Analysis of Well 9 (Hirt CraME�r)
THESE ARE TRANSMITTED as rnocaad bsb
for appm"l Approved as submiRod Cl Resubmit rur approrel
For roar um Approved as noted „1 submit Cples for datribulmn
I: As r quostM Retumod for cwmhons Retum corrected pnMs
C', for revmw.no comment _...._. __
fl FOR BIDS DGE_._.—..,. -19 PRINTS RETURNED AFTER LOAN TO u8
REMARKS
COPY TO—,.,
SIGNED. Ron Heinke
SUNNARY REPORT;
HrUROGEOLOGIC ANALYSIS
RENTON WELL 1
RENTON, WASHINGTON
Prepared for the City of Renton and
RH2 Engineering
November 11, 1983 HART CROWSER & ASSOC.
Summary Report
Hydroreologic Analysis
Renton Well 9
Renton, Washington
Prepared for
The City of Renton
and RH2 Engineering
November 11, 1983
J-1148
HART
CROWSER &
associates inc.
GEOTECHNICAL A HVOROGEOLOGIC CONSU,lArITS
ro n.a..wenna.l.a,s.nww.oowraeoo•uou vaoa�0
J_114b
CONTENTS
YA_G_E NO.
INTRODUCTION 1
' SUMMARY OF FINDIK AND RKCOMMENDAT IONS
RYDR')GEOLOGY 3
' WELL YIELD
WELL 1NTF.RFFKENCE EFFECTS 4
RIVER INTERFERENCE EFFECTS 5
TABLE.
i
1 Predicted Lzavdosn in Well 9 4
for Various Pumping Rates
FIGURES
1 Well location Map
Generalised Subsurface Cross Section
APPENDIX A
DRILLING pPERATI0N5 AND WELL DESIGN A-1
Ubservatlon, Wnll 9 A-1
Abandoned Well 9 A-1
Ploductf on {Jell 9 A-3
FIGURES
A-1 Boring Log and Construction Data for Will 9
A-2 Boring Log and Construction Data for l
observation Well 9
A-3 Boring Log and Construction Data for Well 9
(Abandoned)
G
A-4 and A-5 rein Slse Classifications
A-6 Grain Size Classification Monterey Aqua No. 8
'e
oe f 1
PAGE NO.
APPENDIY 8
PUMPING TEST PRCEDURES AND DATA ANALYSIS B-I
Data An_alysfa 1-2
TABLE
B-I Results of Aquifer Test Data B-3
Analysis
FIGURES
B-1 Constant Rate Dravdovn Tea: Data Well 9
B-2 Constant Rate Dravdovn Teat Data
i Observation Wells B and 9
B-3 Recovery Test Data Well 9 and
Observation Wells 8 and 9
B-4 Distance Va. Dravdoun Data
tB- Stepped Rate Dravdovn Teat Data Well 9
1
1
i
i
i
i
1
SUMMARY REPORT
HYDROGEOLOGIC ANALYSIS
1 RENTON WELL 9
RENTON, WASHINGTON
INIBODDCII0N
This report presents the results ti:e Installation and testing of the
City of Renton Production Well 9 i the installation of Observation Well
9. The purpose of our work was to assist the City of Renton in developing
a new well, provide hydrogeologic data and analyses to support the clty's
water right application, and to explore for deeper aquifers beneath the
known aqualer within the Cedar River Park.
The project site is located in Liberty and Cedar River Parks, Renton,
Washington, as shown on figure 1. There are four high capacity production
wells being operated by the City of Renton in the Parks; Wells 1, 2, 3, and
g rated at 1000 gallons per minuta (gpm), 3000 gpm, 1600 gpm and Moo gpm,
respectively. Well 9 is the fifth production +ell to be located In the
' Park,
The following work was completed for this project:
1) Collection, compilation and r v of existing hydrogeologic data.
2) Preparation of technical specifications for inclusion to bid
specifications.
3) Drilling observation, logging and sampling at selected time intervals
for Observation Well 9 to a depth of 400 feet.
4) Drilling observation, logging and sampling collection for Ahan+oaed
' Well 9 and Production Well 9.
5) Design recommendations for Production Well 9.
6) Pump testing observation.
This work was performed for the exclusive use of the City of Renton and
their consultant RH2 Engineering for specific application to the referenced
project, In accordance with generalli accepted bydrogeologic practice. No
other warranty, expressed or Implied, is made.
Page P 2
Page 2
1
SUMMARY UP PINDING AND RECOMMENDATIONS
Following are he ma,or flndings and r.commendations resulting from our
work. The reminder or the report should be referred for more complete
tformt..... and supporting data.
o Recent Alluvium (river dvoosltq) of the Cedar River is the ma]or
aquifer tapped by the Liberty Park and Cedar River Park wells.
o Drilling of Observation Well 9 to a depth of 400 feet disclosed over
300 feet of fine-grained Glacial deposits below the recent Alluvium.
These deposits were not considered capable of 'elding large quantities
of water to wells.
o Observation Well 9 encountered the Alluvial aquifer between 33 and 90
feet depth and was perforated with a Mills knife between the
FN approximate depths of 50 and 75 feet. When development was
diecontinued at Observation Well 9, over 10 feet of sand was being
produced from 10 minute surges.
o Well 9 encountered the Alluvial aquifer between the depths of 32 and
116 feet and was screened between the depths of 65 and 105 feet. The
aqulfer was predominantly a gravelly to slightly gravelly Sand and was
amp lered with a gravel pack. (Initially Well 9 was located
approxlmtely 175 feet to the sou-heart of Observation Well 9.
However, the aquifer was not encountered at this location and the well
was abandoned.)
0 We recommend a sustained pumping rate for Well 9 of 1250 Rpm. A higher
pumping rate of 1350 gym my be obtainable for instanteous withdrawal
assuming static water conditions at the time of the test.
o Pumping ftim Well 9 at 1250 gpm should cause Insignificant drawdown
interferem a in Wells 1, 2, and 8. However there is potential for
Interferenc, drawdown on the order of a few feet in Well 3 from pumping
of Well 9. We recommend the effect of Well 9 on Well 3 be observed for
24 hours to more accurately quantify the drawdown.
o Vells 1, 2, 3, and 8 pumping simultaneously could produce up to 2.0
feet of drawdown in Well 9.
o Pumping Well 9 at the recomended discharge. rates is unlikely to Induce
lnfiltratioo from the Cedar River or have a measurable effect on the
river flow.
o We recommend that aquifer water level, in the parka be monitored to
note the long term fluctuation in water levels.
Page P 3
Page 3
o It if is desired to use Upservation Well 9 as a •av,ituring well, we
recommend the well be lined with 2-inch PVC screen ai.t riser.
o if additional wells are to be located in the Cedar River Park area the
potential for interference drawdown on Well 9 should be evaluated to
reassess the sustained yield of Well 9.
HY➢ROGEOLOOGY
The major geologic units disclosed during the drilling of Observation Well
9 and Well 9 include (from the ground surface down); 1) the recent Cedar
Piver Alluvial deposits, and 2) fine-grained Glacial depusitr to a depth of
greot^r than 400 feet. Figure 2 shows the general occurrence of these
units. The Alluvial deposits were shown to thin to the southeast of
Observation Well 9, where the initial drilling of Well 9 (noted as
Abandoned Well on Figure 1) encountered Glacial deposits at 4R feet.
Bedrock outcrops on a portico of the south valley wall approximately 1500
feet away, however, was not encountered during drilling of Observation Well
9. The drilling operations are discussed in Appendix A and the logs for
Well 9, Observation Well 9, and the Abandoned Well 9 are presented as
Figures A-1, A-I, And A-3, respectively.
The Alluvial deposits consist of sand, gravel and cobbles which are capable
of producing large quantities of ground water to properly constructed
wells. Renton has four high capacity production wells producing from the
aquifer which are reportedly producing a combined yield of about 10,000
gpm.
Glacial deposits encountered during the drilling of Observation Well 9
consist predominantly of fine sand, silt, and clay with some scattered
gravel and a few till layers. These deposits were generally of low
permeability and would likely not yield more than 100 gpm to wells.
WELL YIELD
We estimate that Well 9 is capable of producing a maximum yield of about
1350 gpd undo- the static water level conditions observed at the time of
our pumping test. This estimate accounts for 2 feet of interference
drawdown at Well 9 caused by pumping Wells 1, 2, 3, and 8 simultaneouly
(discussed in the next section), and would place the pumping water level to
within 1.5 feet of the top of the screen. However, we recommend that Weil
9 be designed for a maximum sustained yield of 1:50 gpm to allow a 5 foot
safety factor to accommodate fluctuations in aquifer water levels caused by
river stage and seasonal fluctuations, high barometric pressure, and a
factor for the error in measuring the discharge rate by the met' ' employed
during the pumping test.
The well yield estimates are based on the relationship of dravdown to yield
for a water table aquifer. A water table well doer not yield water in
' age P 4
Page 4
' t direct proportion to drawdown because a part of the aquifer dewaters,
resulting in a reduction in aquifer thickness. This relationship and the
method we teed to estimate the well yield is outlined in Johnson, (Ground
' Water and Wells, 1966). Table I below presents the predicted drawdown
values for various pumping rates using this analysis and the following
parameters:
' 1) An average aquifer thickness of 73 feet usi-,g the geologic loge for
Well 9 and Observation Wells 8 and 9.
' 2) An Average pumping rate of 1266 (plus or minus 6 percent) gpm eeasured
using an orifice wair, and a stabilized drawdown of 37.5 feet.
' 3) A maximum available drawdGW0 of 43.5 feet to the top of the well screen
(65 feet depth below ground) assuming a static water level of 21.5 feet
below ,;round surface as observed at the time of the test.
' 4) A predicted well interference irawdown on Well 9 of 2 feet from pumping
Wells 1, 2, 3, and 8 simultaneously. (See Well Interference Effects).
Table 1 - Predicted Drawdown in Well 9 for Parlous Pumping Rates.
Well Total Drawdown
Pumping Predicted Interference With Wells 1, 2, 3.
Rate Drawdown Drawdown and 8 Pumping
(gpm) (feet) (feet) (feet)
1100 31 2 33
1150 33 2 35
1200 34 2 36
1250 36.5 2 38.5
1300 38 2 40
1"0 40 2 42
We recommend the water level not be drawn down below the top of the screen
at 65 feet below ground. At water levels below the top of the screen a
cascading water condition could cause well screen and pump deterioration.
A low water level switch should be placed on the pump slightly above the 65
foot depth to prevent this from occurring.
WELL INTERFERENCE EFFECTS
The well interference effects between Production Well 9 and the existing
production wells 1, 2, 3, and 8 were assessed to determine the reduction In
available drawdown at Well 9. The pumping test data indicates that Well 9
Page P 5
Page 5
should not cause interference dr. wdown in Production Wells 1, and h
based on the staLllfeatlon of radius of influence (Appendix B). During the
pump testing the water level did not decline In Well 8 located
approximately 620 feet from Well 9. Wells 1 and 2 are located at even
greater distances.
Well 3 was observed to affect the recovery data in Well 9 (Figure B-2).
This data and the aquifer property data presented to Appendix B suggests
that pumpage from Well 9 could cause drawdown at Well 3 on the order of a
few feet. We recommend the drawdown at the Well 3 location from pumpage of
Well 9 be observed for a period of at least 24 hours while Well 3 to turned
off. The data should then be assessed to determine if the drawdown effect
could impact the yield of well 3.
Pumpage from Wella 1, 2, and 8 will likely cause drawdown interference in
Well 9 with long periods of pumping. (Wells 1 and 2 were pumped for
approximately 75 minutes prior to shutdown of the constant rate test and no
drawdown was observed in Well 9 during this perioe0. The aquifer
properties estimated from the pumping test data (Apr.ndix B) wets used to
mathematically assess the well interference drawdawa of 2 feet at Well 9
caused by simultaneous pumpage of Wells 1, 2, 3, and 8 using the following
parameters and aasumptlons:
1) A transmisslvity for t%e alluvial aquifer in the iclntt, of wells 1,
2, 3, and 8 of 2.3 x 10 gpd/ft end a storage coefficient o. 0.02,
2) Continuous pumpage ftom Wells 1, 2, 3, and 8 at their design rates of
2000, 3000, 1600 and 3500 gpm, respectively, for 100 days, and
3) Pumpage of Wells 1, 2, and 8 is affected by recharge from the Cedar
River.
RIVER INTERFERENCE EPFBCTS
Production from Well 9 is unlikely to induce infiltration fi,ii� the Cedar
River or have a measurable Impact on the river flows. The ge,•lugic and
hydrologic data indicate a lower traosmisslvity strata, on the order of
100,000 gpd/ft occurs within the immediate vicinity of Well 9. The radius
of 16fluence from pumping Well 9 at the design rate does not extend to the
River, a distance of approximately IOUO feet from well 9. Pump testing
Well 9 showed no measurable drawdown in Well 8 which lies between Well 9
Page
Yage
and the River at an approximate distance 620 feet. Extrapol.itlou of the
observed draWdowe rate in the observation Wells to longer pumping periods
1r.dlr.ate6 the radius of influence W111 not reach 1110 feet even With 1000
days of continuous pumping of Well 9.
HART-CROWSER 6 ASSOCIATES, INC
LORI H. HERMAH
Staff Hydrogeologist/Engineer
MATTHEW G. DAL:
Associate Hydrogeolo t
/T��Y OLM D
( Vice Preldent
LJH/MGD/TLO:mW
Well Location Map
i
1
? Observation
,p • r.• Well
' 1 Well 9 Abandoned
0 We
Observation
(UEW-,;rjV f Well
PARK
'� /1..f1..L_$ ►MKK
rI
4.Y h'IEj1P0 �E l.k.:R
N �
tueLL s
., CE.t?atQ ►NER', '�,,J'�
400
Scale m I-eat '•_
J•tt48 Octobw IQ83
HART-CROWSER 6 associates Inc.
Figure i
Generalized Subsurface Cross Section
Sw NE
200 m m m m m
m : 3 3 o,m m
3 0
c c c
O 20
> n C
100 ¢ > > a
7 N !V Q
a n n<
U Ground Surface-, O O
Water Table
f
Recent _Alluvial Deposits
swbe•
Bedrock v \•�� __ _ I � £ — / i��
g Glacial Deposits
w -100
II
II
II
II
-200
if
11
Vertical EaaMera.an a Nw
-300 --
Recent Alluvial Deposits 0 21.00 400
A Well Location -
Water Level SAND. GRAVEL and COBBLES HDnZonlal Scale in Feet
0 100 200
EMT SAND and GRAVEL rtln organics
Screened Section
SAND VBfVtdl Scale in Feet
Glacial Deposits J-1148 October 1963
HART-CROWSER d associates Inc.
Ly SILT. SAND and CLAY FIQUfB 2
t
01 1 M,
Ilah
APPENDIX A
DRILLING OPERATIONS AND WELL DESIGN
The observation well and production wells were drilled by Armstrong
Drilling, Inc., of Puyallup, Washington using a cable tool drilling rig.
Hart-Crowser 6 Associates representatives were on site Intermittently to
observe the drilling operation, log the geology and collect samples of the
strata encountered. The drilling company collected samples for observation
at other time. The wells were designed based on the strata encountered
during drilling and, 1n the case of Production Well 9, laboratory grain
size analyses of selected soil samples. The drilling loge are presented as
Figures A-1 through A-). A d:scuesion of the strata encountered and well
completion for each well is prr rented below.
Observation Well 9
Observation Well 9 was drilled during the period from July 25, 1981 to
August 1, 1981, to a depth of 400 feet to explore for aquifers below the
alluvial deposits which yield ground water to the Liberty Park and Cedar
River Park wells. The teat well drilling encountered the recent Alluvial
deposits to a depth of 90 feet. Fine-grained Glacial deposits consisting
of wand, silt, and clay with some scattered gravel and a few till layer
were encountered from 90 feet to the total drilling depth of 400 feet. No
significant water bearing zones were encountered below 90 feet .
The observation well was completed in the Alluvial aquifer. The casing was
left in the ground to an approximate depth of 160 feet (the last 40 feet
was drilled open hole) and was backfllled by layering with pea gravel and
bentonite to allow use if deeper exploration is desired in the future. The
well was slotted with a Hills knife from approximately 50 to 75 feet in the
more permeable portion of the Alluvial aquifer. The construction details
are shown on Figure A-2.
The observation well was developed using the surge block method for
anpr6ximately 1.5 days. The well was producing large amounts of sand
during each surge interval and was still producing approximately 10 feet of
sand for 10 minutes of surging whrn development was stopped. We recommend
that a 2-inch PVC screen and liner be Installed if the well is to be used
as a monitoring well.
Abandoned Well 9
Well 9 was initially located approximately 175 feet to the southeast of
Observation Well 9 (Figure 1) to achieve the greatest separation between
the well and Cedar River. Fine-grained, low permeability Glacial deposits
J-1148
Page A-2
were encountered at a depth of 48 feet indlcating the Allvial aquifer
thinned in this direction. The casing was removed and the weal abandoned
with sand and bentonite. Getter, grout was placed from approxlnately 18 to
5 feet below the original grade. The boring log is presented as Figure
A-3.
Production Well 9
Production Well 9 was relocated between Observation Wells 8 and 9 as shown
on Figure 1. The Alluvial aquifer was encountered between the depths of 32
feet and 116 feet. Fine-grained Glacial deposits were encountered from 116
feet to the final drilled depth of 117 feet. The saturated materials
within the aquifer zone were primarily gravelly to slightly gravelly sand
with layers of sandy gravel and silty, gravelly sand. The boring log Is
presented as Figure A-l.
Grain size analyses were performed on selected samples obtained during
drilling to determine the grain size distribution and provide a basis for
well screen design. The large percentage of sand size fraction of th,
aquifer materials indicated a need for a gravel packed well design to
maximize yield aid reduce the potential for sand pumpage. The grain size
analyses are presented In t tures A-4 and A-5.
The well design is illustrated on Figure A-1. The well was drilled using
24-Inch casing and was completed with 40 feet of 16-inch pipe site, Johnson
Stainless Steel well screen attached via a belled coupling to 20-inch steel
riser pipe. The annular space between the 24-inch casing and the
16-inch/20-inch well screen assembly was backfllled with Aqua 08 Monterey
Sand (See Figure A-6 fox grain size analysis of Aqua 08). The 24-Inch was
pulled back to expose the screen and the well was developed for 8 days
using surge block and backwashing methods. Following completion of the
development, the 24-inch casing was removed and the surface seal was
Installed.
Boring Log and Construction Data for Well 0
y4 Geologic Lop Well Design
7dp castle EI•e.npn In Feel +•de'
Castle SliCk.D ID Feet +2-
' Mound Surface Ebr.iton In ha ,re2' BamDU
Silty SAND (reported)
to e .•e•bu
' ]o Brown GRAVEL-SAND-CLAY (reported)
' las
30 10-1l91.1 C...l, ,m
etNl G•Iry
' Gray-brown, sat.,&W, very sandy GRAVEL and COBBLE S-1
40 S-2
S.
_�— S-a
00 S.S
Brown, saturated, silty. 916v011y, cobbly SAND with S4 59 r-e woeua Ills
Settled, silty, file sand interads. S•2
e0
Brown to 9rsy, saturated, cobbly, sandy GRAVEL S•9 GS — .__a.lN e1N.c..IN
_ 5-10 GS rrr ro+e.n.,0 14 i.•n
20 a.a sl Ity
Brown, saturated, slightly silty to State silty, 5.12 GS —
erevally, file to wedios SAND. k y--ANF we wmu...
a.M NNmI
e0 Ff J
S-IS CS I
�I.dM1,e N11,N n.,,
00
S•16 E
S 12 I — .Pet.. n wAqlllo
m
100 pro , saturated, "dim to file SAND with traces S•18 I — fI sure.«list,wa1
Of gravel end cobbles. 5-19 . GS evn.n a as wngravel
m
Ito S-2 GS
Gray, saturated, silty to wrY silty slightly —rolnen•uae uNl
tare11 f1 t, 5.22 oa•1ry
_9 y. ne_ carse SAND. (Glat lit Deposits S.Y2
1*0 Bottle of Bortnpy at 112 Fast. Senor,01.1.
Cunplesed B/25/B7.
1]0
la0
Side
t n ar,w.1•nwu•al Ira.meown,N st.N...1.er
GS a.ww
GS .li ell Ary,nn
a... A.A.•N
wDlsa, 1. 8.11.st•nen.n. a. isle en u.. .n. .....I.e.n... east es ena„a J•1148 SBptenlbef 1983
a.wan.Va... is... en. uae.ne ..it e,•r .u. .in T HART-CROWSER & associates, inc.
Aro. a ne,e..n•nn•e
7 ennuse mwu.a 1.a,ste,e st O.N�,a,.n..It a..a a e.u�rya u, Figure A•1
star.1.•Sue wan sera,.,,Me,.68,......a.r e.1....n all I.....u,ea. '*as
Boring Log and Construction Data for Observation Well 9
ey Geologic Lop Well
Design
ion C"hoUmg EN.allen In Fwl
,..Ing s11Uue In Fw1
as Oreund surry�c. C3N�.{a�tyl—onm1nt-F.[.61 sanlole
fQjnL1Q8, wilF o • 4 e �f ll a n r110tc.
Brow, mitt, slightly silty to clan,", slightly
S 1 _u.�... .t.na•.a.N
Brow, mist to uNNted. gravelly Sa•0 wlth layers
o/ slightly gravelly to Clwn sane.
JO
— S-t SL
lonru
JO a+«n YNaw
4W Eal«
Brow, saturated. very sandy GRAVEL and COBBLES. S-3
40
s0 S-a
1 I I
I I I
60
YIIIN nN al Fl•.
S•S l I ann•.N.w«.
11• . 11/t'
Il
TO S•6 1 I I
S-y
00
'Gray, saturatod.COUL slightly silty to hf in. .."
GIUyEI end COOLFS, Interbedded Id to Tlw sally
tilt layers. S-s
OO
Gny, ute•atad, interbe00ed silty, tine SAND and
fine SIN y SILT, sand layer%water hearing .
(Glacial Oeeosits) S-g
IDO
S-It As
Ito
—c..l«.a•a Ylls.IN
_ ra•o.•.N
tf0 —•«bmwu.
130
NO S•1
ISO
wo1Fc 1.am 4....lena.. ... Nursl NA.. and••sue...p a• ..ay a.N.auat J-1148 SBolOrlloer 1983
s.w.Iw t..., -St N IN a...I."....is..a N.r .Nr .nh u...1 nu. FART-GROWSER & associates, Ine
.10! Al ne..l 01111111
516et 1 0l 3 Figure A-2
Boring Log and Construction Data for Observation Well 9
_ -;eologic log t
`sC
ISOf
� t
1w .*led
,1.
Gray. hard, Slightly grevelly, slightly sandy to
aM1,clayay SILT to Silty guy. (till-like)
Igo gal — ...o..w.M
� Nnwn..nnu
Igo
Gray, Saturated, slightly silly to silty, graNlly
-SAaO, .ith Isyer, of silty Send.
100
S-1
210
S-1
!20
230 S-1
240
230 3-1
Gr.y, hard, TlM la My. tiayey SILT to cl.yey,
H0 %l lly, SIM %AMg.1 th Buttered gravel.
S-2
!10 -
Sao
3-2
200
!00
J-1148 Soplombe. 1jinC
HART-CROWSER 6 agsociales,
Shoe, 2 of 3 Figure A-2
Boring Log and Construction Data for Oheervation Well 9
Geologic Lop '
05
rrr, Mrp, ttra &iP'Y, c el Slll tp 43•r, silty
310�
1iN ;410 alto terItalia," prarN
q ntt
320
330 y S-2
-a�a.a�.I•N
340 � auH C.aq
S
360
3e0� - —PAN IM•
370
330 I I --Pua•rR•a0•N wa
300
400
Botts of \prlr�pq at 400 seat.
:aroletep
410
aM
AM
440
460
J-1148 September 1983
MART•CROWSER A eSSOCIale3, Inc.
Shoot 3 of 3 Figure A•2
' Boring Log and Construction Data for Well g ;Abandoned)
' 1y G+cioplc Lop Weil Design
Too c.u.0 Eau Uron m Ful
ry c col", stick.0 le fall
Oroa,a Swbca r' .DD.•01--l"Nllq 0140.NIMO O.Dnna Umole
1.0.., WSt, Silty, /•.Wily SAND.
t 0 tY1Mn,pl[.Mlq aM H'I NI,L.IW t01
1r, • .01.r., n M•r.
.M119n,re.t.Mnl{N.
ar.Ne 9N.n{ n0 t
r0
30 '
' J•iwo
40 S,1
a.a., clam lay*.%. 1-0
SO
S.Ir, a•t to uwntea, fill, saner. clayey Sllt. SA
as
IG be bl O.DOS Itf!
10
/0
1
40
sotlw of Do,I1q at 00 feet.
EwDlena MIS/!J.
a0
too
110
Ito •
ISO
140
ISO
wm to t.aNl....r,uN. ... ........1'. Ne.n.N e.N... ......., J•1146 September 1983
t.wnu L.... -4_ a 1.,..l.unNw o...\ ..,, .n.1.... N... HART-OROWSER E associates. Ine.
al\ay.1 MiOlry
a.a. a.aaN Flgufa A-3
Grain Sizr% Classification
Sieve Analysis — Hydrometer Analysis
Sao of OponmO m Ymnoo W bl of MOB ar n,VS SloMma Gm. Sin m mm
P
L 0
�
m to rD 3
T b
L 1 �
M �
m !0
1 O
LL w U
ao
C
O nl N
U pp
a14 _ _ m
ap b a
F IF
• Gmm Sua m Mlllimsloro
CGbDI¢S c°_praa FYN _ Caam waMm "no j Fines
Grpysl -- --Sand 1
UNIFIED WATER
LINT ROVING SAMPLE DEPTH SOIL CONTENT
SYMBOL NUMBER NUMBER IN FEET CLASSIFICATION CLASS. PERCENT
W-9 S-9 62.5- Sandy GRAVEL GP
63.5
W-9 5-10 65.5- Sandy GRAVEL GW
66.5
——-- W-9 S-12 73.0- Gravelly SAND SP
74.0
--- — W-9 S-13 78.5- Gravelly SAND SP
79.5
J-1148 October 1983
HART-GROWSER 6 associates. Inc.
Figure A-4
tGrain Size Classification ,
Sieve Analysis --Hydrometer Analysis
' Sip o1 Oponinp in incho, Mxnt, of Mr rn N? in,,US SlaMora G.,n Sip in mm
wo
ro <
L �
O m
°1 r0 W 3
> w w L
a
m
m an w w
c �
LL
c
e
u Tp n
m - ,
6
p
W \ W
° x • • � x a e x i0tl
ass Y ° aS as o °19 gig 9
^ � Groin Sip inMII IimUm
Copra Flno, Coprop Wtlum N
Cobbl fi
a3 4.arol — Sena Fines
LINE BORING SAMPLE DEPTH UNIFIED WATER
-- SOIL CONTENT
SYMBOL NUMBER NUMBER IN FEET CLASSIFICATION CLASS. PERCENT
W-9 5-15 33.0- Gravelly SAND
_ .0
W-9 5-19 10202.0- Medi mn to fine SAND SV
104.0
——-- W-9 S-20 109.0- Slightly gravelly, medium Sp 20
110.0 to fine SAND
,I-1148 October 1093
HART-CROWSER b associates, Inc.
Figure A-b
' Grain Size Classification
Monterey Aqua N-:_. 8
Sieve Analysis — �Hydrometel Analysis
Sr)of Ope.,ny In Incna
t s fsurf. -ass s s a$ I i $ 9a
0000 o e o
w 1 u
11 1I 1I I I 1 11 1 I I I 11fl
1 1 K
1 1 1 1 i t 1 1 1 p11 11 1 111 1 111 11 1 _
4 I I 1 1 1 1 1 1 1 I 1
b _ §
111 I II1 11 1 1 0
11 11 1 11 1 11 1 1
q 1111 ( 1 1 11 1 K
So
i
1111 1 Ilyl
e 8 8YR YR e. . . . c f s'"it«
Groin &s) In Milit"") `
IMrmWr of Main per i&.US StOW"
rCODGIes toss F" coaw /M411n _ Fnm Finet _�
Gravel 1
G
SarMM DepMN. USC CIOSTA Imn e. Atlerpe Limits
VII Y. LL P PI
1
AQUA 16 SP COARF: TO MEDIUM SAND.
J-1148 NovomDer 1983
HART-CROWSER d aSSoclateS Me.
Figure A-8
J-1148
}
1
APPENDIX B
PUMPING TEST PROCEDURES AND DATA ANALYSIS
Constant rate drawdown and stepped rate drawdown pumping tests were
conducted to Production Well 9 on October 3, 1983 and October 4, 1983,
respectively. The tests were performed using a right angle drive, 8-loch
' line shaft turbine pump. Water discharged during the test was routed
through 8-inch pipe to the Metro storm sewer. An orifice weir was used to
measure discharge rates. During the pumping tests water levels were
monitored in the production well and the observation wells using both
manually measured electric probe soundings and the digital display of
transducer recordings. Well B was monitored with a transducer only as
there was no access for manual measurement. The recorded data is presented
in Figures B-t through B-5.
Production Wells 1, 2, 3, and 8 were pumped the day before the constant
' rate test to fill the reservoirs, so that the wells would not have to be
pumped during the test. The wells were shut off approximately 13 hours
prior to the constant rate test. Water levels monitored In Well 9 and
Observation Wells 8 and 9 for a period of 75 minutes prior to the test,
indicate water levels in these wells were still reco,+�rtng from the
previous pumping of Wells I, 2, 3, and B. iA rate of less than 0.02 feet
Per minute was recorded).
' The constant rate test consisted of a drawdown and a recovery phase. Well
9 was pumped for approximately 1470 minutes at an average discharge rate of
1266 (plus or minus 6 percent) gallons per minute (gpm). (The head
measurement on the orifice weir pierometer fluctuated by approximately 2
Inches above and below the average value of 16 inches used to determine the
pumping rate of 12b6 gpm). Wells 1 and 2 were turned on approximately 1395
minutes after the start of the Well 9 teat.
There was no effect observed in Well 9 or Observation Wells 6 and 9 for tue
' 75 minutes during which Well 9 and Wells I and 2 were pumping. Well 8
showed a drawdown of 0.3 feet after Wells 1 and 2 were turned on.
Recovering water levels were monttorarl in Well 9 and Observation Wells 8
and 9 following shut down of the pump. This data is presented 1n Figure
8-3. Well 8 did not show a rise in water level as a result of shutting
down Well 9. At approximately , '5 minutes into the recovery teat. Well 3
was turned on so the recovery test was discontinued. The effect of Well 3
on the recovery data is shown in Figure 8-3.
' A stepped rate drawdown test was conducted following the recovery test to
evalu+te well efficiency. Wells 1, 2, and 3 were pumping during the test
so the drawdown may he reflective of some interference effects. rho test
' J-1148
Page B-2
t was conducted by stepping up the pump discharge rate attar a selected tlac
interval. We were unable to measure the initial discharge rate so the
first pumping rate was increased after 10 minutes of pumping Discharge
' rates of approximately 600 gpm, 260 gpm, 960 gpm and 1060 gpm were then
maintained, respectively, for approximtely 20 to 30 minutes each. The
stepped rate test data is presented in Figure A-5.
The step data was evaluated using the method of Walton, (Illinois State
Water Survey Bulletin 49, 1962). A well lose coefficient, C, of less than
' S was calculated Indicating adequate development was achieved. This well
lose coefficient is further supported by the distance drawdown data.
Data Analysis
' The data was analyzed using standard methods of analysis developed by
Thels, and Jacob-Cooper. The aquifer properties evaluated included; 1)
Transmissivity expressed in gallons per day per feat (gpd/ft), which is
equal to hydraulic conductivity (permeability) times aquifer thickness and,
2) Stsrage coefficient which is a dimensionless number equal to the amount
of water yielded per unit of aquifer per head decline of 1 foot. The
aquifer in the vicinity of Well 9 (between Well 9 and Observation Wells B
and 9) is lower in transuissivlty than over the areal extent of the
aquifer. This is indicated by the type of material encountered during
di'lling (Figure A-1), the very early time drawdown data of Well 9 (Figure
B-1, and Observation Well B (Figure :-2), and the distance drawdown
relationship (Figure B-6). We estlmice the transmiasivity in the victi.lty
of Well 9 to be on the order of 100,000 gpd/t:.
The lower transmissivity results in a 1) Steeper cone of drawdown near the
' well as dawn by he drawdown data in Well 9 and Observation Well B
(Figures B-I and B-2) during the first minutes of pumping, and 2) A shorter
radius of influence of the drawdown cone as shown by the observed drawdown
with distance from Well 9. There was no measurable drawdown in Well B
' during the pumping (first 23 hours) of Well 9 indicating the radius of
influence did not extend to the distance for this period of pumping.
Prolectlou of the slope of the drawdown in Observation Wells B and 9 to l00
' days of pumping and a plot of drawdown with distance for this time
indicates the radius of Influence would still not have reached beyond
approximately 600 feet.
t The following table summarizes the areal aquifer properties determin.-d from
the pumping teat data.
1
' J-1148
Page B-3
1 i
Table B-1 k- .ults ,f Aquifer Test 0n to Analysis
' METHOD OF CURVE. TRANSMISSIVITY STORAGE
WELL ANALYSIS USED (gpd/ft) COEFFICIENT
Well 4 Theis Recovery 2.3 X 106 ----
Observation
' Well 8 Jacob- Drawdovn 2.8 X 106 Excessively
C,,oper small, af-
fected by re-
Observation
chai ge
Well
Well 8 Theis Recovery 3,1 X 106 ----
Observation
' Well 9 Theis Drawdown 1.6 X 106 .002
Observation
Well 9 Jacob- P.awdown 1.6 X 106 .001
Cooper
Observation
Well 90 Theis Recovery 1.6 X 106 ----
The transmlesivity of the area. Alluvial aquifer is calculated to be an
average of 2.3 X 106 gpd/ft using the recovery data of Well 9 and
Observation Well 9 and the average of the Observation Well 8 drawdown and
recovery data. A storage coefficient of 0.002 calculated from Observation
Well 9 data indicates a semi-confining condition as was observed during the
drilling of Well 9 and Observation Well 9. However, eased on the
' hydrogeology of the area we believe the aquifer sll behave as an
unconfined aquifer over the longer term and that a storage coefficient of
0.02 is more representative for the areal water table aqv fer condition. A
storage coefficient of 0.02 and a transmlesivity of Z.., X 106 gpd/ft was
used In our analysis of well Interference effects.
The stabilized drowdown in Well 9 after approximately 5 minutes shows an
' apparent reclarge boundary condition. The apparent recharging condition is
in our opinion caused by higher transmlesivity conoitl.ms o' the areal
Alluvial aquifer. As the drawdown cone spreads to ax highly transmissive
' portion of the aquifer (Indicated by the geologic logs and production rates
of Wells 1, 2, 3, and 8) water is supplied at d rate equal to the pumping
rate.
1
Constant Rate Drawdown Test Data
Well 9
Time in Mlrtettas
0.1 1.0 10 100 1000 10000
5 26.5
i t
10
I 31.5
4
' � t t 1i � It I IIIII C
75 36.5 m
Y 4 �
m 1 - 41.5 m
u 20 k u
y
a I li; i ; �i, ! � 11• c
25 16.5
I
30 51.5 n
:' 1(
rt o
t i it t
1 �I �56.5
35
I l i •I I i � I
40 61.5
NOTE: Pumping Rate during test 1266(±6%)gpm
Wells 1 and 2 turned on at 1.1395 minxnes.
Static water level - 21.5 feel below ground sarface J 1116 October 1963
• Water revel monitored by strain gage transd-�cer HART-CROWSER & associates Inc.
'Water levsl measured manually with Well Probe Figure B-1
� -NEI I■■�nllll��lnlll■■�11
■i�1S:Q�111111■■�Inlll■■�IIINI
■■�111111■��I�e:�m�1NlA■�Ilm
�nll„II�NINIII■fisslllllreii■�111
oil 11111■■�IIIIII ■■�11111
■I/11N�■�11111■■�Illlln■�111111
.. ■�■IN■■�111111■■nlllll�■■�Ilml
1 11111i n1111= 11
•••A"��� �11111I�■�IINII�■nl N
- ��ca■..•� �. sHA1G
■■Hill' Wimmaill lml
■■� 11 llm■■ 1111111■■mill
IN ■iniln�iiillil ■1111111
Recovery Test Data
Well 9 and Observation Welts 8 and 9
Dimensionless Recovery Time (t/t')
1.0 10 100 1000 10000
i
05
I i
i
1.0 z I
01
m
G Z
L
s 1.s .�
m , I
2.0 Im
O I �
N � i
Q
2.5
I I .
3.0
3.5
H J
NOTE Wells 1 and 2 were pumping during Recovery Test • Well 9
Well 3 turned on at 12.00 Noon Wf-1511 • Observation J_i149 Oclober 1983
Water Level measured manually with Well Probe Well 9
HART-CROW SER 6 associates in.;.
t . lout 'pm* once Staff of Pumping • Observation Figure B-3
1 m Time since stop of pumping Well a
Distance vs Drawdow.; Data
Distance from Well 9 in Feet
0 1.0 10 100 1000 10000
I � III
1
2
f
m � I
9
LL 3
c I
c
C I .
v
3 1
0
I
s i
l
i
6
i
i I
7
r
NOTE: The time of the Orawdown .neasurement is equal to 23 hours since the staff ct pumping In Well 9.
No other weVs were pumping at to" -me. J-t 118 Oct^her t983
• Observation Wet, 8
e Observation Well 9 HART-CROWSER & associates in,
• Well 8 Figure B-4
Stepped Rate Drawdowr, 'test Data
Well 9
Time in Minutes
1.0 10 100 1000 10000
0 21.7
5 26 .
o Ueab•L, m
1 7 --- I I E I II I I I -I z
+ C
Olt, 1 1 0
t'p:
t5
I -- . 136,7
c e
C ~
I
20 41 7
a =Aso I l
a
25 46J n
tt I I.j 6-960 gore
30 I 51.7
4 0 =,oso gpm 1
35 I 56.7
NOTE Wens 1. 2 and 3 were Pumpirig Curing this test.
Water levels measured manuaily with Well Probe J-1148 Oc,-oar 1983
The wa'er level at scan of t^e test was 21.7 feel below MART-CROWSER 6 ass crates inc.
ground surface. Figure B-5
ENDING
PF FIL ,.
FILE TITLE
665 SuFyoL
� �eiLL�n�rr