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$TANDA.lD fORM 25
IUNf '''' IOIllON
GltdlAl SU"'ICU AOMIN,su_tION
flO nOC ItG 1.1 cnl 1.16 .01
PERFORMANCE BOND
(s" tJU/n.:cI;O"J Oil ,,,'tru)
gAn IOND UICUYlD (Mil" it ,."" .,
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"~C'A.l. (1..r,.1 ..~, ."i bll,i",,, .itl",,)
T"" 01 OIOANlZ,AJlON ("X" .",)
o INQlVlDUAL 0 '.....TNUSHI'
o ~~'ulf 0 COI'OtIAnON
$TATIt' Of INCODO....noN
Sul'lTTtlfS\ (N..,t.) ... '.,h,,1I .JJ,,,,f,,n
MIUIONI$I
KNOW AU. MEN BY THESE PRESENTS, That we, the Principal and Surery(ies) hereto, are 6rmly bound to the
United Sutes of America (bereinaher called the Governmene) in the above penal tum (01' the paymene of .....bich we
bind ourselves, our hein, executors, admininratou, and successors. jointly and .everaUy: p,.ov;,uJ, Thar. ....here the
Su.rmn are corporuions actinS as co-sureties, we. the Sureties, bind ourselves in .uch sum "jointly and severally" as
well as "severally" only (01' the purpose of allowing a joint action or action. asain.t .ny or aU of us. and for all
ocher purposes e2ch Surety binds iueJ(, jointly and sevenJly with the PrincipII. (or the payment o( sucb sum only a.s
it .et (onh opposite the name of .uch Surety, but if no limir of liability is indicated. the limit of liability shall be tht
full amown of the penal sum.
THE CONDITION OF THIS OBLIGATION IS SUCH. tbar ....hetea. the Principal entered into the canttaet identified
abovc;
NOW, THEREFORE, if ,b. Principal ,boll:
(a) Perform and fuJfiJI all the undertakings, covenanu. terms. conditions, and a,rcements of said conttan during
the oneiaal c:erm of said contract and any extension. thereof tbat may be stanted by the Government. with or witbout
aorice to the Surery(iesl, and during c:he life of any guaranty rcquirC'd under the contract. and .hall also perform and
(ulAII &11 the undertakings, covenanu, term., condition.. and agree menu of any and all duly authorized modifications
of uid contt1et that may hereafter be made. noc:ice of which modi6cations to the Surety(ies) being hereby w.ind; aod
(b) If the said connact is subject to me Miller Act, as amended (.cO U.s.C. 210a-270el. pay to the Government
tbe full amount o( c:he caX'Cs impa.ed by the Government which are coUecccd. deducc:cd. or withheld from wages paid
by the Principal in curying OLlt the construction contract with r"pecc to which chi. bond is furni.hed; then the above
obli.ac:ion shall be void Ind of no effect.
IN WITNESS WHEREOF. the Principal and Sur:ty(ic.) have executed this performance bond and have affixcd their
seal, on the dare SeI (orth above.
".INOPAL
1. 2.
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is../J tS../J Corporlll,
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INDIVIDUAl. SUmYllESl
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_.A UAIIUTY LIMIT
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I~OTAl
INSTRUCTIONS
I. This (arm is authorized {or un in connection with
eontnen (or consuuction work or the (urnishinJ o(
supplies or nrvices, Tbere shall be no devi.tion (rom
this (orm without approval by tbe Administrator of
GcoenJ Services.
Z, The (ull le.,:al name and busineu addreu of' the
Principal shill Ix in.erted in thl! .paee desilnated "Prin-
cipal" on the face o( this form. The bond sholl be
Ii.ned by an authorhed perso". Where such penon i.
daninS in a rep~scnt.tive clp.citr (e..., an anomey.in.
(act), but is not a member o((he firm. pannenhip, or joint
venture. or an officer of the corporation involved, evidence
or hi, authority mUll bf furnished,
]. ('1 Corporations execucin., th~ bond u sureries
mull be .monl tho,e ap~.rinl on the Treasury Dfpan.
ment',lin o( approved sureties and must be acrins within
(he limiurions .et rorrh therein. Where more chan a
sinlle corporate ,urety I. involved, their names and ~d.
dre."e. (city and SUtel ,hall be inserted in the .pacn
(Surety A, Sureey 8, etc.) headed "CORPORATE SURE.
TY(lES)", Ind in the 'plce de.ignICcd "SURETY(lES'"
on the (ace o( this (orm only the lener identification of
the Sureties shall Ix inJened.
(b) Whete individual suretie. e:ll:ccute the bond. they
.h.1I be (WO or more rnpon.ible persons. A complered
Affidavit of Individual Surery (Standard Form 28), (or
each individual surery, .hall accompany the bond. Such
.uretie. may be required to furnl.h additional ,uMtandai.
in, informadon concemin, their a"cts and financial
capability as the Govemment may require.
4, Corpondon. executin& the bond sh.1I affix thtir
corporate .eals, Individutls shall uecure the bond op.
po.ite che word "Seal", and. if executed in Maine or New
Hampshire, .hall also affix an adhesive .eal,
5, The namc of each person silnlnl chit performancc
bond ahould be ryped in the apace provided.
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Nornl&.
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l~ This (orm. (or che prorection of persons supplyinW
labor and material. shall be used whenever it paymcol
bond it required under (he Ice of August %<4, 193'. 049
Stir. 793.11 amended (<10 U.S.c. 2101-270e). There shall
be 00 deviation from this form ..,itlwu( approval by the
Adminiltruor of Gcneral Sct'Yices.
2. The (ull le,,11 namc Ind busineu add reS) of thc Prin.
cipalsbal1 be inscn~ in tM space desi,natcd "Principal"
00 tbe. ("e of the (arm.. The bond. shall be siloed by an
authorizcd person. Where such person il signing in a rcpo
lfle1ludve ,apaciey (c.I.. an auorney.in.fac(), but: b not: a
member of thc linn, pannenhip. or joine venture. or an 016.
crr of che corporation involved. evidence o( his authoriry
muff bc tUrni,ht:d.
,. (a) Corpondons executins the bond U fUmi6 muse
be amonK chose appearing on the Treasury Departmene's
USI of approved luredC'S and muu be actins within the 11m.
iudons set (onh cherein. Where more th.n a sinlle cor.
porltt sureey is involved. their oamu IDd addrcue.s (city
INSTRUCTIONS
and Staee) shall be inscnt:d in ehe spaces (Surety A. Surery
8, <'c.) headed "CORPORATE'SURETY(IES)-, and in
the spice designated .'SURETY (lES)" on ehe (ace orchis
(orm only ehr: lener idencilication orehe Sureeics shan be
ia.scned..
(b) Where individualsuretics exccute the bond. ehe)"
shall be tWO or more responsible persons. ^ completed
....ffid.vit oi Individual Surery (Standard form 28~, (or eacb
itulividu&1 surety. shall &CCompany the bond. Such sureries
may be required co (urnish addicional subscanciacing infor...
macion con..:erning their alseu and tinancial capabiliry as
the Government may require.
4&. Corpondoal ua:uting the boad shall affix their cor...
ponte seals. Individuals shan ucCUle the ~ond opposite
the word "Seal..; .nd. if uecuted in Maine or New Hemp.
shire, shall also affix an adhcslve seal.
S. Thc name o( each penon si&nint Ihis paymcn~ bond
,bould bl: I.ypcd in the space provided.
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GENERAL PROVISIONS
(Construction CI:lntract)
1. DE>'INmONS
(a) The term "head .t the agency" .r "Soc"'tary" as used
herein mll&Jl3 the S=tary, the Under Secretary, any
~istant Secretary, or any .ther head or assistant head
.t the executive or lDilitary deportment .r other Federal
=~ an~~n ~ ~hlo,.,.d~! b~oroz~r"'Ja'i.'"ih~::
tractin.. H'mcer) authorized to ad; tor the head ot the agency
or the Secretary.
(b) The term "Contracting Officer" ... used herein means
the person executing ~hi3 cont:rac:1; on behalt ot the Govern-
ment and inc:1ud.. a duly annointed S11e1:1!uor or autho~
..pr=eutative. Revised - See Suppl. Prav. S-l(a)
2. SPECIFICATIONS AND DUWINGS
The Contractor .ball keen on the work a copy ot the draw-
in... and 'PecilloatiOlLS and .hall at all times give the Con.
tractinlr Odic:er ...,... thereto. Anything mentioned in the
s-peei.Bc:ations ud not shown on the drawm8"5. or shown on
~e o?if~fectan!. frsh'::~tig:~tio':~~~I'n~~
cWrerence between drnwin... and specifi...tions, the specill.
...tiOlLS shall lrOVer:n. In case ot discrepancy either in the
1I1l'ttteS, in the drawings, or in the 3Peci1I...tio...., the mattu
shall be promptly 3Dbmitted to the Contracting Offic:er, who
.hall promptly make a determination in writinlr. Any adjust.
:~~ ~ ~ %"ker:~o~~u~~c~o:e::~~~~~ :~U
turnish trom time to time 3Doh detail drawings and other
infonnation .u he may consider neee53aZ'j", unless otherwi.~e
provided.
3. CRA.'<GES
(a) The Contractin.. Officer IlIaY, at any time, without notice
to the 3D",ties, by written order desill""ted or indi...ted to be
a c:hange .rder, make any c:hange 10 the work within the
general .c.pe .t the contract, inc:1uding but not limited to
changes :
(1) In the specific:atione (inc:1uding drawings and
designs) ;
(2) In the method .r IlIaMer ot performance ot the
work:
(3) In the Government-turnished tacilities, equipment,
materials, services, or site: or
(4) Dlreetinlr acceleration in the per!onnanee ot the
work.
(b) Any .the~ written .rder o~ an oral order (which tenna
as ued In this paragnph (b) shall Include direetion, instruc-
tion, interpretation, or determination) from the Contracting
Officer, whioh cawes any such change, .hall be tnated as a
ohange orde~ under this claue, provided that the Contractor
g'ivcs the C.ntraeting Omcer wntten notice rtating the date,
c:ireumstan..., and source .t the order and that the Con-
tractor ~egards the .rder as a oh&ng'e order.
(c) Except .. herein provided, no .rder, rtatement, or
eonduct .t the Contraetini Oflleer shall be tnated as a
change under this c:1ause .r entitle the Contractor to an
equitable adjustment hereunder.
(d) It any cluut... under ~ ela...e eauses an increase
or decrea.e in the Contractor's cost ot, .r the time req,ured
for, the performance ot any part ot the work under this eon..
tract, whether .~ n.t changed by any orde~, an equitable
adjustment .hall be made and the c.ntract modiJled in writ-
fng accordingly: Prrnridul, howe1Jrr, That except tor claims
baud on de:!ective speclilcations, no claim for any change
under (b) above shall be allowed tor any c.sts incurred
more than 20 days before the Contractor Jrives Wl'itten notice
... therein required: And pr.vided !urth..., That in the "",e
of defective specUicatJons for which the Government is
respon.ible. the eqUitable .djustment .h.U Include any in-
creased <:<l.t r.....n.bly incurred by the Contractor in
attemptinlr to c.mply with .nch detective .pecillcatlons.
(e) It the C.ntr.etar Intends to ..sert . clnlm tor an
oauitable adjlUtment under this cl.ue, he mu.t, within
30 day. aiter receipt at a written change ordsr under (a)
.bove .~ the turnislilnr:r .t a written notice under (b) above,
submit to the Contract1llg Officer a written statement .ettini
torth the general IlJltun and monetary extent ot .uoh claim,
23-21)4
"
~
..
uul""" ~ period is extended by the Govenunent. The rtate-
ment .t claim. hereunder llIay be Ineluded in the notice under
(b) above.
(t) No eblm by the Contractor tor an equltable adjustment
:~~ c~~~ allowed it ........-ted after 1Ina1 payment
4. DIFn:IlING SITE CONDmONs
(a) The Contractor shall promptly, and betore such c.n-
ditiol1ll are disturbed, notity the Contracting Omce~ in writing
ot: (1) Subsurface o~ latent physic:aJ conditioM at the site
dllferinlr materially tr.m tho"" Indi...ted in this <:<lntrac:t,
or (2) unknown physical eonditi..... at the site, ot an Wl-
l14Ual Dature, cWrerinlr materiallr tram tho.. ordinarily
eneoWltered and generally rec:ognized as Inhering in work
.t the charaeter provided tor in thi.! contract. The Contract-
Inlr Office~ shall promptly i.avestigate the <:<lnwtiolLS, and it
h. tlnda that 3Dch conditio.... do materially so diJfer and eause
an inerease .r deereaae In the Contrac:tor'. co.t at, or the
time required to~, performance ot any !>art at the work Wlder
this eontrac:t, whethe~ .r not change(! as a result ot such
c:onditiolLS, an equitable adjustmant shall be made and the
co~tr~:~o~nt~~~~~t,n:.m~l~ this ebuse .haJI be
allowed unl.... the Cont:rac:tor h... Riven the notice required
In (a) .bove; provided, however, the time presc:ribed the",to~
IlIaY be extended by the Government.
(c) No eb!m bb., the C.ntractor tor an equitable adju.tment
~~;;'~ 'c~~c:t. allowed it asserted after final payment
5. TE:lwn<ATION FOS DEFAULT-DAMAGES FOS DELAY-TOlE
EXTENSIONS
(a) U the C.ntractor ..tuses .r tails to proaeeute the work,
.r any separable Part thereot, with moh diligence as will
insu", its completion within the time specified in this contraet,
or any extensIon thereot, or tails to complete said work with..
in such time, the GovernmSl1t mav, by writtSl1 n.tice to the
Contraetor, terminate his right to proeeed with the work or
'3Dch part ot the work as to which there has been delay. In
such event the Government may take over the work and prose.
cute the same to eompletion, by' c:ontr:lct or otht!r'WU;e, and
may take possession of and utIlize in eompleting the work
such materials, appliances, and pbnt as may be on the site
of the work and nec~sary therC'or. Whether or not the
~3~c~Z;:tr.!~~ t.~e '%e: :; d"~~ ~'il:~~~~~~
ment resulting trom his refusal or tallure to c.mplete the
work within the speeiJied time.
(b) U fixed and agreed liquidated damages are provided
in the contract and if the Government so terminates the Con..
tractor's ri..ht to proeeed, the resulting damage will consist
of such liquidated damages until such reasonable time as m~
~y "W=.ao~~l.:r~~~nth~ ~;'="i"~t~~;"~t_
inlr the wo~1c.
(c) U fixed and. agreed liquidated damages are provided
in the contract and if the Government does not so terminate
the Contractor's riJri1t to Droeeed, the ..ll11itlng damage will
con:si::t ot sac..t" liquidated da.mage:s until the work is com..
pleted or accepted.
(d) The Contractor's ri..ht to nroceed shall not be .0 te~-
l!~ated nor the Contractor charged with resulting damage
(1) The delay In the c.mpleti.n .t the work arises trom
unto..seeable caus.s beyond the control and without the
tault or negligence ot the Contractor, includini bu~ not
restricted to, acts of God, a~t3 at the public enemy, acts at
the Govemment in either its sovereign or contl'actuaI cn-
paeity, acts ot another contractor in the performance at a
contract with the Government. fires, fiood:s, epidemics, quar-
antine restrictiOl13, strikes, treight emba~es, unusuaUy
severe weather, or dela~s ot Subcontr.:letors or SUPfliers
~~~:t ~mt4~iio;S::li~::S:l~~ho~e t8:n~~~~r :~~
such subcontracton or suppliers; and
(2) The Contract.~, within 10 da,.,. trom the beginning
at any .uch delay (unless the Concr:u:tlng Officer gnnts "
further period .t time betore the date ot lInnl payment
STANOARD I'OAU 23-.0 (R... 4-7!l)
"-~r::; ~-!,.J.J....c,~.l~,~,~'~~'.
.tV:..l' 1/& :'." .,'~' ' . : ,..
., A' , ,
~ ~'l ~.
....
4'tfl
. 1',
..
.'
',,' -, ' : ,,,-' ~'::'; ''-' ,- -:-~'''i', -:-" ",~; ,. :" ':;, ,":': ,- - .--i' / F 'J.,:,:':<::' -::;',
l- . ~,-' . -..... . .. ~" , :', I I I I ' '
- ,
.1 under the contract), notides tho ContractiDg Ofllcer In
I writing of tho cau.es of delay.
The Contracting Officer .hall ascertain tho tact., and the ex.
tent of tho delay and extend tho timo tor complotlng the work
when, in his jUdJnnent, the ftndiniP of fact justify such an ~x-
ten. ion, and his findings of fact .hail be fina! an~ conchtlllvo
on the parties, subieet only to appeal as prt>V1ded m Clau.e 6
of ~i'u a:r~"r"~~~~~or:lmination of the Contractor'. rjlrht
to proe~d under the provisions of this clause,. it is deterrru.ned
for any reason that the Contractor was not 1JI default und.r
the provisions of this claus., or that the, delay WllJl "'!cus!'bl.
under the provisions of this clause, the rlJtht.s and abhgatlo.M
of the pllrties .hall, if the contnct contalns a cllluse proVld.
ing tor termination lor convenience of the Government, be
the sam. as if the notic. of terminatio!, hac! been issued pu;.
suant to such clause. If, in the fOreg'OlD.&". clrcumstanet;S, ~lS
contract does not contain a clause proVlding for termination
tor convenience of the Government, the contra~t ~all be
equitably adjusted to comp.lIlll1te for .uch tenmnatlon and
the contract modified a.ccordingly; tailure to agree to any .uch
adiu:ltment shall be a. dispute concerning: a. question of .t3ct
within the meaning of the clause of thIS contra.ct entitled
uDispute.s."
(f) The rigbts and remedi.. of the Government provided
in this cleuse are in addition to any other rilfhts and remedies
P"l~)d"tbr.:;:: ~~~1 c(~f(\"i" of this clau.e, the tenn
IlsubContractors or suppliers" means subcontractors or sup..
pliers at any tier.
ll. DISPU'1'ES
(a) Except all otherw;ise provided \n " " Cl!n~ any dis.
pute c:once.rni.ng a question at. fact an' .aQer this contract
which is not disJ>Osed of by agreem... ..!l be decided by the
Contractinll: Officer, who .hllll red' ~.s decision to writing
and mail or otherwise furnish a " .:hereof to the Contrac,
tor. The decision of ,th~ Contro c.,' Officer .bail bo fina,J and
conclusive unless, WIthin 30 r' .lOm the date of 1'eC:elpt of
suc:h coPY. the Contractor I"" ~. Jr otherwise furni:shes to the
Contracting OfRcer a writ-' ",0 IPeal addressed to the head of
the agency Involv~ Tr ' ... "lon, of the head of t~e ajl'OIlCY
or hi. duly authoN.d ~. .entative for tho d.ternunation of
.uch appeals .hall' ~..I IIlId conclusive. Thi. provi.ion
.hall not be plead_ c.,~~ .ny suit involving a question of fact
arising under thj. .nct as limiting judicial review of any
such decision tr <-.,l' , where fraud by .uoh official or his rep-
resentative or ~.J is alleged: Provided. h01lJtnJf!1', That any
such decisio. , oJ be final and conclusive unless the same is
fraudulent- rub. ..priciotls or arbitrary or so grossly en-oneans
as neee.' l$ co Imply bad taith or i. not .upported by sub-
stanti.' .,'l, <nce. In connection with any appeal p=oceeding
unde' 'l,' clause, the Contnctor .hllil be ail'orded an oppor.
twJ' ,,<:I. 00 heard and to offer .vidence in support of his ap.
pe ~ .llding final deeisioD of a disnute hereunder, the Con-
tra, .,.hall p"""eed dillgontly with the performance of the
contract and in accorcWice with the Contracting Officer'.
decision..
(b) This Di.pute. clllu.e doe. not preclude cotISid.rntion of
questions of law in eonnection with deeisions provided for
~Jf~a;.;'~n\~ :.bo'::-k~~~~ i:e ~~i.~~~~~;"a=~
istrative otB~ representative, or board OD a question ot law.
7. PAna:>mI TO CON'lRACTOR
(a) The Government will pay the contnct price os herein.
after provided.
(b) The Government will make progress payments monthly
as the work proceeds, or at more frequent mtervals as deter-
mined by the Contracting Omc.r, on estimat#< --', )'ed by
the Contractinlf Offic.r. U reou."-"' S- '\ \ C lcting
Otllcer, the ContractJ\. -'-" S- nn'\ prOV. ,.. ..,e total
contract -- d 5 ee U t' t". :....~~uue<1 therein for e:1eh
princll ReV; se - .... ,..ork, in such detail os reqo.ested, to
providl" . u4S1S for detennining progress oayments. In the
preparation oC estimlltes the Contncting Offic.r, at hi. di..
cretion, may &uthori2:e material delivered on the site and pre-
~:I~~~ 'foorlh~doc:n~:1:o;a~~nl~~~o~O:~~he::~h~~ ~:h:e~r~
may also be taken into consideration (1) i! such eon::ideration
is .pecillcaily authoriz.d by the contract and (2) if th. Con.
trDctor tumiJhes satisfaetory evidence that he hu acquired
titl. to such mllterial and thAt it will be util!%ed on the work
eovered by this eontr3ct.
tJ.~d Ifo ~~~t S~ih ul':o~~ar:J"',::~:h~'iils~ b~o;';
STAHOAllD ~DR" 2S-.\ (R... 4-75)
.'.
"
'"
.----
plt!!tion and acceptance of the eontract work. However, it
the Contracting OfRcor, lit any time after 50 percent oC the '
work has been completed, findo that .atisfllctory progre.. is
being made, he may authorize payment in fuU of each progress
payment for work perfonned beyond the 60 percent stage of
~:;~~~~ci~;' oM~~~~? ~e ;;~fd~r:u~h:a~~~Kt c~~~~~
to be in excess of the amount adequate tor the protection of
the Government, at his discretion, may release to the Con.:rae-
tor all or a portion of sueh excess amount. Furthermore. on
~:k:e~o~tl~~rd di;rsi~~~fe th: :::~S:i:a::~~~~l~egp~~~~;
stated separately in the contract, payment may be made there-
for without retention of a percentage..
(d) All material and work covered by progress payment.
mllde .hall thereupon become the .ole property of the Gov,
.rnment, but this provision .hall not be construed a. r.,.
lieving the Contra.ctor from the sole ....J>Onsibility for all
material and work upon which payments have been made or
the restoration of any dama~d work. or as waiving the
rill:ht of the Government to require the fulJlllment of all
of the terms of the contract.
(e) Upon compl.tion and IIcceptance of all work, the amount
due the Contractor under this contra.ct shail be pald uJ>On
the p....entation of II properly executed voucher and alter
the Contractor shall have Curnished the Gove1'1lment with a
release of ail claims against the Government arising by virtue
of this contract, other than claima in .tated amounts as may
~ ~~f:':;~ ett"~t~~~~t~;~~~r ~ro":o~~~P;';;:I~
~~t1"ctcoo~~~!,:: :.e:;.~fafu~~6~ i83,lr{f.w.c':"M~
a release may also be required of the as.ignee.
8. ASS1GNMENT or CL.UMS
Ac~"o'f 1~t";::';:~~"Ir1Si&~.c: ~3,~"i'i~~igf. T1~
contract provides for payments aggregating $1,000 or more,
claims for moneys due or to become due the Contractor from
the Government under this contract may be assigned to a
bank. trust comnanv, or other financml:l: institution, includ-
ing any Federal l.nding a~n:.r' and may thereafter be
~~~eh ~fgn~~~~r ~~~m~~ ~Ii e~~~~ a\YsC:~~r;
payable under this contract and not already paid, and .hall
not be mllde to more than one party, except that any such
assignment or reassignment may be made to one party as
agent or trustee for two or m.ore parties participating in such
financing. Unles3 otherwise provided in this contl'act. pay-
ments to an assignee of any moneys due or to become due
under this contract .hall not, to the extent provided in .aid
Act, as amended, be .nbject to reduction or setoff. (The pre-
ceding sentence applies only if this contract is made in time
at war or national emer~ncy as defined in said Act; and is
with the DeplU1:ment of Defense, the ~.=U Service. Ad.
ministration, the Enersr.r Researcn and DeveLopment Adminis.
tration, the National Aeronautics and Space Administration.
~e a~~~tn.~ti~nn~mif~:;:~~l;"~ b~~l,~ep~:~~
pursuant to Clause 4 of the proviso of section 1 of the Assign-
-~~=~~~as~~~tha~~~~
1951, 65 Stat. 41.)
(b) In no event shall cODi.. of this contract or of any plan.s,
speei1ieatioD.S, or other similar doeuments relatinsr to work
under this eontract. it marked uTop Secret," "Secret," or
~~n::e:::;~' tl:Ts ~~~~ o~ t:n:ny~~;e n::Soa:~o~I~~
titled to receive the same. However. a eo~y of any part or all
~~~h~o:~~': ~e~~k~;abebeJ~~~~taors:~l ~i~:;'
upon the prior written authorization of tho Contractinlr
Otllcer.
9. MATE:IlUL AND WORIt~LUlSBlP
(a) Unle.. othorwi.e Sl,eciJ!cally provided in this contract,
all equiument. l11IIt.rial. and article. Incorporated in the
wOl'k covered by this contract lire to be now and of the most
suit:l.ble 't1"3de tor the putl)ose intended. Unless otherwi~e
specitleallv provided in this eontract, reference to llny equip-
ment, material, artic:le. or patented process. by trade nan1f!,
make, or cablog number. shllll be i'l1prd.d a. e.tablishinlf
a standllrd of Quality and shall not be construed as limitinll:
comtletitfon, and the Contractor may, at his otltion, use any
equipment. mllt.rial. article. or p"""..., which, in the jud!r'
ment of the Contractin.. Olllcer, Is equlII to that nllme<l The
Contractor .hllll turni.h to the Contracting Officer for his
approval the nam~ ot the manut:lcturer, ~he model number,
-';~,i 11-
""" ..,.. I~
~'f;
rw"{,'" '/1'-'
'"
:,;r
~
" ,..
."
...
"', ';.. .: :,---:' ':":', ,,,...,,'. _.. _'~._,.-;"-. . ,"-", " '.. _.. ,,.'_ ,__ "..:..:' -:'7 .,".'
, -
,~ - I' ." ~I - " - -. ( .
and other identifying data and information respectinll' the
performance, capacity, DAture, and rating ot the machinery
and mechanical and other equipment which the Con,tractor
contemplates incor'Poratin5t' in the work. When reqwred by
this contract or wilen called for by the Contracting Office,.
the Contractor .hall furni.h the Contractin~ Officer {or
approval full i.n1'ormadon eoncernin~ the matenal or articles-
which he contemplates incorporatinll in the work. When so
dlrected, sample. .hall be .ubmitted for approval at the Con-
tractor'. exnense. with all .hipping c:.hirgeo preoaid. Ma-
chinery, equipment. material, and article. in.talled or used
without requfred approval .hall be at the risk of subsequent
rejection.
(b) All work under this contract .hall be performed in a
skillfnl and workma.nJike manner. The Contractinlf Officer
may, In writinlf. require the ContraA:tor to remove from the
::.~ ~:~~o:ti:'~C.:'6j=~~I~fficer d"""", Incompe-
10. INSPECnON AND ACCEPrANCE
(a) All work (...hich !<orm !nclud... but is not restricted to
materials, workmanahiJ>, and manatacture and fabrication of
components) shall be .ub1ect to iupection and test by the Gov-
ernment at all reaaonable tlm... and at all places prior to
acceptance. Any such inspection and test is for the sole benefit
of tlie Government and .hall not relieve the Contractor of the
resDOwbillty of providing quality control me&3Ur'eS to aasure
that the work strictly compU... with the contract requirements.
No inspection or test by the Government .haJJ be construed
as con.tituting or Implying acceptance. wpect;on or test
shall not reJleve the Contractor of responsibility for damage to
or Iou ot the material prior to acceptance, nor in any way af..
fect the continulnlr rilrhta ot the Government after acceptance
of the compl.ted ...ork under the terms of paragraph (l) of
this c1awse, excent as he:einabove n~vided.
(b) The Contractor .haJJ, without ~ replace any
materiJ1l or correct any wol'lcma.rulhip found by the Gov.rn-
ment not to contorm to the contract requirements, unless in
the nubUc interest the Government con:sents to accent .~ch
material or worlcnanahip with an appropriate adjustment In
cont:ra.ct price. The Contractor .hall promptly .egregate and
remove rejected material from the pmniaes.
(c) If the Contr.1ctor does not p~mptly replaee rejected
material or correct >'elected ...orlanan.hip, the Gov=el)t
(1) may, by contl'act or otherwise, replacie .uch material or
correct such worlananshin and charJle the cost thereof to the
Contr.1ctor, or (2) may lerntinate the Contractor's right to
proceed in accordance with the clause of this contract entitled
.Termination for Default-Damall'S for Delay-Time Ex.
tensions.."
(d) Th. ContraA:tor .hall furnish promptlv, without addi-
tional chal'll8, all fac'Uties. labor, and material reasonably
needed for perlormlnlr ""ch saf. and convenient ins)>ectlon
and test "" may be reQUirod by the Contractlnlf Officer. All
ina_tion and test by the Governm.nt .hall be p.rl onued
in such manner u not unneeessarily to delav the work.
Special, full .ize, and nertormance tests .hall be perlonned
as described In this conlr.1ct. The Gov.rnment reserves the
rii'ht to charge to the Contractor any addltional cost of in-
snection or test when material or workmanship is not ready
at the time sned1Ied by the Contr.1ctor for inspection or test
or ...hen reinsnectJon or r.test is necessitated by prior rejec-
tion.
(e) Should it b. consid.red n.......ry or advisahle by the
Government at any t.ime bf...lore &r.'CIe'Dta.uee of the entire work
to make an examination ot work already comnleted, by remov..
{ngo or tearinJ;' out same. the Contractor shall, Oft request,
oromutiy furnish all oecessarv facillli..., labor. and materiaL
If ""ch work is foond to b. d.f~ve or nonconfonulng in any
material >'e5lleel, due to the fault of the Contr:rctor or hi.
""beantractors, he .hall defray all the """.n..s of .uch .xam.
inatfon and ot satistac:tory reeonstraetion.. It. however. roch
work if found to meet the requirements of the contract, an
equltabl. adfustment .hall be made in the contract orice to
eomoensate the Contnctor for the additional services in-
'ftIlvecl in such 8."CllInination and reconstruct;on and. if com..
pl.tion of the work ha.. been delayed tbereby, h. .hall, In
addition, b. Il1"lnted a suitabl. .xtenslon of time.
(fl Unl.... otherwi.e .rovided In this contract, accentano.
bv the Government shaU be made as orom"tlv :us pr::u:tieable
after completion and Inspection of all work reouired by thl.
O~~'&t:~tfnae~ :~~nll:;n~~ ;:~~~~h:. ~~;:a"n~~~~ff
b. anal and conclu.in except... relr3rd. latent defects, fraud,
or such rrou miatake!l as ml1V amount to fr:l.ud. or u re~rds
the Go~rnment'.s rights under Ill1Y W'llrrnncy or guar:1ntee.
"
"I
,.
It'-
Revised - See Suppl. Provo S-l(d)
11. SU1'!:IUNTENtlC<CE SY COHTIUCTOK
The Contractor, at all times durinR' penonnance and until
the work i. completed and acc.pted, .hall give hi. personal
superintendence to the work or have on the work a competent
.U17l!riple.ndent, sati.fsctory to the Contracting Offic.r and
"'ita authority to act for the Contractor.
12. Pm.\IITS AND REsPONSISILITIES
The Contr.1ctor shall, without addltional expense to the
Govunment, be 'responsible for obtaining anv necessary
licenses and p.rmits, and for complying with any appl:cBble
Federal. State, and municipal laws, codes, and regulations,
In connection with the prosecution of the ...ork. He .hall b.
siawarly responaibl. for all damages to persons or property
that occur aa '" result of hiJ fault or negUgence. He .hall take
proper safety and health .recautions to protect the work,
the worker.!, the DUbUc, and the property at others. H. shall
aIJlO be r..-o<Jnslbfe for all materiB.Is d.Uvered and work per-
formed until completion and acceptance of the entire con.
struction work. excetJt for any completed unit ot constructioD
thereat which theret%re may have been accepted.
13. COHllmoNs An'EcTnla TJUl W 0IUt
The Contractor .hall be l'8lIDOna1llle for having taken .t.p.
reBllOnably necessary to .......-tain the natu%e and location of
the work, and the lleneral and local condltions which can
a1I'ect the ...ork or the coat thereof. Any failure by the Con-
tractor to do so will not relieve him from respon.ibility for
successtully perfornUnlr tho work without additional expen..
to the Government. The Government aasum.. no responai.
billty for any anderstandinlf or representations concerning
condltions made bv any ot its ofllcers or agents ~rior to the
=:ic:o:; t;;s~:n8":;~tS ~cl1 ~~~~ Din r:K;
contract.
14. 0'l'BElt CoHTlUCTS
The Government may undertake or award other contracts
for addltional work. and the Contractor .hall fully cooperate
with such other contracton and Government employees and
care!ullv fi.t his own work to such aciditional work as may be
dlrected by the Contracting Officer. The Contractor .hall not
commit or oermit any act which will interlere with the per-
formance ot work by any other contractor or by Government.
employ....
IS. SHOP DRAWINGS
laJ:Jts'?S:h=t~ocfes~;1r!:;'i=~:, crrr=::lo~~~~
~:h~br;Ot~aC~~c~~~~ ~~~~~ ~Ji~P~~~rJ::~
of the work required by the contract.
(b) If this contr.1ct reaulres .hop drawings, the Contr.1ctor
shall. eoordinate all such drawinsrs. and review them for ac-
curaey, completeness. and compliance with contract ~uire-
ments and shall indicate his anuroval thereon as evidence ot
such coordination and revi..... Shop drawinllS .ubmitted to the
Contracting Officer without evidenee ot the Contractor'. ap-
proval mav be returned for l'8lIubm'..ion. The Contract'ng
Officer will Indicate his Bnn~Vlll or diM.nrovel of the .hop
drawings and if not app~ved ... IIUhmitted .hall indlca!<o hill
reasons therefor. Any work don. prior to .uch apP~VllI .hall
be at the Contractor'. ri.k. Annroval by the C<>ntr.1cting Ot-
dcer .hall not ",liev. the Contractor from responsibility for
anv errors or omiaions in such dra.win~ nor from respon..
sibWty tor complying with the re~rements of this contract.
exc.pt with respect to variations described and approved in
accordance with (c) b.low.
Ic) If .hOD drawinllS .how varistiollll from the contract re-
quirements. the Contractor shall describe sueb variations in
writinsr. seDarate from the drnwinsrs. at the time of submis-
sion. If the Contradin1l Officer aDP1roves any s,'ch varia..
tion(s), he shall issue an appropritlte contr:u:t modification,
exeeot that. it the variation is minor and does nof: invo1o."e a
chan" in Dnce or in time ot performance, a modltic.ation need
not be issued.
16. USE AND POSSESSION PluOK TO COMPLETION
The Government .~all heve the rilrht to take _....ion of
or us. any completed or partially comol.t.d part of the ...ork.
Prior to such possession or use. the Contncting Officer shall
furnish the Contractor an itemized li.t of work remain In.. to
be nerlormed or cOrT'e'Cted on such 1'1ortions at the nrofect 1lS
a.re to be DMsessed 01" u.!ed bv the Governml!nt. nrovided that
fallnre to list anv It.m of work .hall not rolfev. the Con-
tractor of responsibility for compliance with the tenu. of the
""
.~
..,
.It
.,>,<...,::;~.~:'''-\,; ":- .~li:i..I:<.':<.,~' ,_.~.-.:,;',";.i """'.:,;
eontz'act. Such pea_on or uae shall not be. deemed an ao-
""ptaDce ot any work under the eontz'act. While the Gov~rn-
ment hao ,uch possesaion or use. the C~tract<lr, no~th.
standing the promio"" ol the claase ot thia contract entitled
"Permits and ~ihIlities.. ,ball be relieved o~ the ."..
sponlibillty lor the loa or clamage t<l the work ':"S"ltizlg ~m
the Government's DOSBeSSion or use. It suc:h pnor l>08:Je!~non
or uae by the Government delay. the progress ol th~ work or
causes additional expense to the Contractor, an equItable ad..
iustment in the contract price or the time of completion will
be made and the contra<t .:...11 be modllied in writing accord-
Ingly.
17. SllS1'ENSION OF WOIlIt
(a) The Contracting 01llcer may order the Contract<lr In
writing to suspand, delay, or interrupt all or any part of the
work lor such period ;,t time as he may determine to be ap-
propriate iQr the convenience of the Government.
(b) It the performance ot all or any part ol the worle i., tor
an unreasonable period ol time. suapended, delayed, or inter-
~~~ tg;~o~~th:r ~~n~F~tIlt~~~~ ;;;M~~t:;
.pecified In this contract (or it no time i. specified, within a
reasonable time), an adjustment .hall be made lor any in-
"",ase in the cost ot performance ol this contrad; (excluding
protlt) necessarily ClUSed by such unreasonable ~en.ion,
delay, or Interruption and the contract mo<ll1ied in writing
accordin..ly. However, no adiustment .h.all be made UDder
this clauae ior any suapension, delay, or interruption t<l the
extent (1) that per10rmance would have bee.a so .uspended,
delayed, or IntelTtlpted by any other C3use, inoluding the
lault or neglillOnce oi the Contract<lr or (2) lor which an equi-
bble adju.tment is provided lor or excluded WIder any other
proviaion oi this contra<t.
001;.) :.~:r",~e~'2~.b";' 'l;:g,;: t~OCo~~M~~~~lI
have not/1ied the Contra<ting Officer In writing ol the act or
lailnre t<l act Involved (~ut this requirement .hall not apP1r
u to a claim resulting lrom a suapension order), and (2
unless the claim, in an amount stated. is asserted in writing
as soon as pnctie:lble after the tennination of such suspen...
lion. delay, or Interruption, but not later than the date ot
final payment WIder the contr:Jct.
18. TElIMm"noN FOR CONVE>m:NCE OF THE GOVERNMENT
If not phY3ic:ally incorporated elsewhere. th_ ..'SIn.... i.. <::~..
i'Superseded - See Supp1. Prav. S-l (el _ ~:
Ulatlon. aa applicable. in effect on the date at this eontn.c:t 1s
hereby Incorporated by retenn"" u fully as if .et lorth at
length henin.
19. PAnn::<T OF INTEREST ON CONTllAcroRS' Cr.r
(a) U an appeal is filed by the Contracto' Snal d...
cision ol the Con meting 01llcer WIder th-., . clan.e ol
this cont2':lct, denying a cla.im arisinl"" \. " , Ae contTact~
simple interest on the amoWlt ol theL,' ..1Iy detennined
owed by the Government .hall be J ." the Contractor.
Such interest .hall be at the 1'"0'" "ined by the Secre-
~:t~m thti,;%'~ih/~"~' ~hr;:Wt<l9~-;:lC~~~~:
in\!, Olllcer his written . ~, . ."er the Disputes clause ol
this contr3ct, to the ~, ,.,~ , a dnaI judgment by a court
ot competent jurisd' e. S ,2) mailin'f to the Contractor ot
a su~plemental .~~ .. lor exl!Ct1tion eith81' comirming
=:i:~t~e!l'"' , co:~:~p~:a~~rties or c:a.rrying out a
(b) Nr' ~~ ..llnR' (al abOve, (1) interest .hall be ap-
plied 0". e~ ..ne date payment was due, it such date is tater
thao...i:- ( ol appeal; and (2) intere.t .hall not b~ paid lor
any . Y oJ time that the Conb'ac:ting Officer detennines the
Cont. ."r has unduly delayed in pu=ing hi. remedies heforo
a board. at contract appeaLS or 3. court ot competent jurisdJc-
don.
20. Paret><o OF AOJUST~IC<'rS
When costs are :1 factor in any detennination of a contract
pnce adfustment pursuant to the Changes c:1ause or any other
provision of this contr:lct. such costs shall be in accordance
with the cantrnct cost t)rincipfes and procedures in P:ut 1-15
ol the Fedel'31 PTocurement R.gul3tlon.. (H CFR 1-15) or
Section XV of the Anned Services Prr.curement Regula.tion.
as apPUc:lble, which are in effect on the date ot this contract.
21. PATE~ I:roOI><I'l'Y
ExceDt u otherwise nrovided. the Contrnctor agrees to
indemnify the Government and its oBlcers, agents, and em-
>!
'"
~
,f
~
ployees ~inst Uabillty, including costs and e:<penses, lor
intrlngement npon any Letters Patent at the Uulted Statee
(exceot Letters Patent wued 1:00D an aD plication which is
now or may herea.tter be, tor reasoDS ol national .ecurity,
ordered by the Government t<l be kept se.,..,t or otherwise
withheld from issue) ansin.. out ol the pertormance ol thi.
contract or out af the Wle or disposal by or for the account of
the Govel'lUl18l1t ot supplies !umiehed or CODStruction work
pertormed hereunder.
22. AD~mONAL BONP SECUIUTY
It any surety upon any bond iumished in connection with
this contract becgmes UDaceeptable to the Government, or il
any suc:h surety iails to lurul.sh reports as to his liDanclal
condition from time to time as requested by the Government,
or it the cont:r&c:t price is inc:reA..led to such an extent that the
penal sum at any bond becgn.es inadequate In the opinion ol
the Contrac:tiDF 01llcer, the Contrac:t<lr .hall !,romptly turnish
:';'ro"t~ti&,:, in=::'~~h':~:~~t~.ro'i' ~...~~ ~
plying labor or materials III the Prt>S6CUtion ot the work con-
temDlated by this contr:Jct.
23. EXAMINATION or REcoRllS BY COMPTZlOLLEll GENERAL
(a) This clau.e is applicable if the lUlIoWlt ot this conmet
exceeds $10,000 and was ente~d into by means Oi neg-otiation,
includinlf small business restricted advertising, but is not apo
pliC3ble Il this conmct was entered 1Dt<l by means ot lormal
advertisin,:r.
(b) The contractor agrees that the Comptroller General of
the United States or IlDY ol his duly authorized representa-
tives .hall. until the exniration ol 3 yea"'; alter final payment
UDder this contract or .uc:h lesser time speci1ied In either Ap-
oendlx M: ol the Armed Services Procurement Regulation or
the Federal Procurement Regulatio"" Part 1-20, as appro-
priate, have access t<l and the right to examine any directly
pertinent books, doc:uments, pape~, and reeords of the con-
mctor involving transaction. related t<l thie contract.
(c) The Contractor turther aSTees t<l inclnde in all hi. sub-
:~~~~r h:;~d~~ J:~o?o~~~let:~~1 ~t\:hUn1~
States or any of hi. duly authorized representatives .hall, until
the expiration ol 3 years alter finnl payment UDder the .ub-
contr:Jct or .uc:h I....r time .neci1ied in either Appendix M: at
the Armed Servi"". Procurement Regulation or the Federal
Procurement Regulations Part 1-20, 3.3 appropriate, have ac-
cess t<l and the right to examine any directly pernnent books,
documents, napers. and records of such subcontractor, involv-
Ing transactio"" related t<l the subeontract. The term "sub-
contract"" as used in this clause excludes (1) purchase orders
not exceeding S10,000 and (2) subconmct. or purcha.e orders
io,' DubUc utility .ervices at rates established for Wlifonn ap-
pli(;t~i~t t~et,!j~.r;~~~c~~~~d examination described in (b)
and (c), above, lor record. which relate to (1) appeals under
the ftDisputes" clause of this contract, (2) litigation or the
settJement at claims arising out of the performance of this
contract, or (3~ cosb and e."Cpenses of this eontract as to which
;;i.i:odnUl~asau~rit;.~en ret;rre~~:;'~~~,ro;A".;'j1 ~';:,":in~:r u;~fi
~~~a:lea1s, litiga.don, claims, or exceptions have been dfs..
24. BuY AMERICAN
(al Agr,,,,,,,,,t. In accordance with the Buy American Act
(41 U.S.C. 10a-10d), and Executive Order 10582, December
17, 1954 (3 CFR. 1954-68 Camp., p. 230), a. amended by
EXl!Ct1tive Order 11051, SePtember 27, 1962 (3 CFR, 1959-63
Comp.. p. 635), the Contractor agree. that only domestic con-
.truction material will be u.ed (by the ContT3ctor, subcon-
tractors. materialmen. and suppliers) in the perfonnance of
this contract, e."Ccept tor nondomestic material listed in the
eonrract.
(b) DomtJlJtic C01t$tructi07t material. 14Construction material"
men.n:l any article. material. or wDnlv brought to the con-
struction site for incornoration in the buiIdin'f or work. An
unmanuf3ctured ('onstruc:tlon material is a Udomestic con-
struction material" if it ha.s been mined 01" produced in the
United States. A manufa.ctured construction material is a
Udomestic construction material" if it has been manufactured
in the United Stllte. and it the co.t ol its compcnent. which
have been mined. nroduced. 01" manu{acturfld in the United
States exceeds 50 percent of the cost of all its compon~nts.
"Comt)onent" means any artieJe. material. or supply directly
incornol"3ted in a. constructfon materinI.
(c) nom..tic como"""'t. A comoonent .han be con.idered
to have been "mined, produced, or manufactured in the
,~I..;,
*2. \~)
el"
~
, It
,~..,
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..,
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.:'> , .,; :':.. '.', '-- -~. -, '.. ", ..: - ',' ,.' ,<: ":-~~~;.:' ':'" .'...,~
.United States" (regardI... ot it> source in tact) it the articl.,
~~. u':rth':IT~rJ' s":ahf:: ":;d~~n:.;rp~';~ is~ =;
or kind d.t.rmined by the Gov.nunent to be not milled, pro-
duced. or manuiactltred in the Ul1ited States in III1Ilcient.and
nasonably available commercial quantiti.. .and ot a ..w...
factory quality.
25. EQUAL OPPOIlTUNlTY
(The tollowing claus. is applicabl. anless this contract is
exemnt under the rules. re~latjons. and relevant orders of
the Seaetary ot Labor (41 CFR, cb. 60).)
During the ".rtormance ot this contract, the Contractor
agrees as tollows:
(a) Th. Contractor will not discriminate agaiMt any em.
ployee or apnliea.nt for employment beea.ue ot race, color,
religion, sex, or national origin. The Contractor will take
affirmative action to .nsure that applicant> are employed,
and that .mploy... are treated dUring .mploym.nt, without
rega:od to their race, color, religion, sex, or national origin.
Such action .hall includ., bnt not be limited to, the tollowi.nr:
EmDloyment. upgndinl\'. d.motion. or tran.t.r: recruitm.nt
or nc:uitment advertising; layoff' or termination; rates at
payor other forms of compensation: and selection for train..
mg, including apprenticeship. The Contractor agrees to post
in COl13piCUOU6 plac.., available to employees and applicant>
tor .mplovment, notic.s tD be provided by the Contracting
Offic.r settinlf torth the provi.ions ot this Equal Opportunity
clause.
(b) Th. Contractor will, in all solicitations or adv.rtise-
menu for employ... placed hy or on b.half ot the Coutractor,
stat. tlut all qualliled aDPlicants will roe.iv. consid.ration
for employment without regard to race, color, religion, sex, or
national origin.
(c) Th. Contractor will s.nd to each labor union or repre-
sentative of workers with which he has a collective barguin-
ing agTeement or other contract or understanding, a nodce,
to be nrovided by the "rency Contracting Offic.... advising the
labor union or workers' representative of the contractor's
commitment> under this Equal Opnortunity clause. and shall
"post eODies of the notice in COftl1)iCDOua places available to em..
ploy... and applicant> tor .mployment.
eeJ~~e 'r;5':'d~o~~m~t~~1 ~~~;';b:;t~4"i~l5':"~~:nd~lb'y
E>:ecutiv. Ord.r No. 11375 ol October 13, 1967. and ot the
rules, regulations, and reIe\9a.nt orders of the Secretary ot
Labor.
(e) Th. Contractor will lurnish all information and re1lOrts
required b~ Ex,",utlv. Ord.r No. 11246 ol S'Dtember 24, 1965.
as amended by Executiye Order No. 11375 of October 13, 1967,
and by the rules. re~lations, and orden ot the Secretary ot
Labor. or pursuant thereto, and willnermit aCCe3S to his books,
records. and accounts by the contracting agency and the Secre--
tary ot Labor tor purposes oC investigation to ascertain com..
pliance \\;th such rules, re~lations, and orders.
(t) In the ev.ut ol th. Contractor's noncomplianc. with
the EQual ODDortunity clause of this contract or with any of
the said rules, re$rUlations. or orden, thi:s contract may be
canceled. termJnated. or suspended. in whole or in part, and
the Contractor may be d.clared inellribl. for turther Govern.
ment contracts in accordance with procedures authorized in
Ex,",utiv. Ord.r ~o. 11246 of Sep:"mb.r 24, 1965. as amended
by Executiv. Ord.r No. 11375 of Octob.r 13, 1967, and such
~3:d ~E;i:C~ti~:b~e~~~~~TIUGd o7See:~~~~;o;:: 1~6lr:
am.nded by Ex.cutiv. Order No. 11375 of Octob.r 13. 1967.
or by rule. regulation. or ord.r ot the Seaetary of Labor, or
as oth.rwis. provided by law.
(ll) The Contractor will include the Drovisions ot para..
graphs (a) throurh (If) in ",".ry subcontract or purcna3e
order unless exempted by rules, re~lations. or orden of the
Secretary ot Labor issued pursuant to Section 204 of F.xecu...
tive Order ~o. 11246 of S.pt.mb.r 24, 1965. as amended bv
Executive Order No. 11375 of October 13, 1967, so that such
provisions will be binding upon each subcontractor or vendor.
Th. Contractor will take such action will res",",t to any sub.
contract or purchase order as the contracting agency may di...
net as a means at enforc:inR' such crovi:lions. including sanc-
tions for noneompli.lnce: Prtnn'ded. however. that in the event
the Cont:":lctor b,",om.s Involved in, or is threat.ned with
Utfll'Ution with a subcontractor or vendor :13 a result ot sueh
direction bv the eontrJ.cting llR"!ncy, the Contractor may re.
que~ the United States to ent.r into such lItiptlon to proteCt
the lIlt.rests of the lJni:..d St:1t.s.
p---
26. COVENAl<T AOAINsr CONTI:1GENT FEEs
The Contnctor warrants that no person or selling agency
has been employed or retained to soUc:i~ or aecl1Z'e thili con-
tract upon a.n agreement or under.rta.nding for a COmmission.
pe~ brokerare. or eontinl{eIlt lee, excepting bona fide
em~yees or bona fide establi.hed commercial or selling
arenci.s maintained by the Contractor lor the purpose ol
Securing bWlin.... For breach or violation of thili warranty
the Governm.nt shall have the right to annul this con!!'act
without liability or in it> discretion to deduct from the con-
tract price or consideration, or otherwise recover, the full
amount of such commisaion, percentage, brokerage, or
contingent fee.
27. OFnCULs NOT TO BE:NEnT
No m.mber of or del.gate to Congre5ll or resid.nt Commis-
sion.r shall be admitted to auy share or part of thi. contract,
or to ..ny beneilt that may "rise there!roni; but this proviaion
shall not be CD""trUed to extend to this cont:":lct if made with a
corporation fDr it> general bene.dt.
28. CON\'ICT L.uloa Rev; sed - See Suppl Prev. s-l( g)
In connection with the perlonnance of work under this con-
=t. ~t;:~a-:ft:p~=~:~ : h~ora~l !;cr:;~ ~nd~
vid~ by Public Law 89-176, S."t.mb.r 10, 1965 (18 ulc.
4082(c) (2)) and E>:"""tiv. Order 11755, D,",ember 29, 1973.
29. UTILIZATION OF SIIULL BuSINESS CONCERNS
(a) It i8 the policy of the Gov.nun""' ,''ll) the
Congress that a fair proportJ"'... ." s- \ ~on.
tracts for supplies ann .- ,,' 11,-01/ . , ..., placed
with small hn." SUlly .
(h\ - d d - see ......-oml'lish the maximum
Su"erse e .ft ..0 small bWlIne.. cencerns that
t" -..lJS to be consistent with the efficient per-
_o.:tS of this contract.
30. UTILIZATION OF MINORITY BUSINESS ENTEP- ,
(a) It is the policy ol the Government "" 'ty busi-
Dess enterprises shall have the maxiD'"O :\ \." 1 .uie oppor-
~t%.t~ participate in the per'S' _ Government
(b) The ContraCtor agree. -(o>l......t efl'orts to c:u-ry
out this policy in the awo' :\ ~ --.>Contracts to the full.st
extent consistent wit). n'<:?' 410 perfonnance ot this con-
tract. As used in"" S\):'Y .., the term "minority business
enter]:Jrise" me,., e. A, at least 50 percent of which i5
owned by mi- Se _ members or, in c"". of publicly.owned
bWlinessP~ eO'''.... percent of the stock of which is owned by
mino":' e~ """,embers. For the purposes of this definition.
mi- e.,<,S ..IJP members are Negroes, Spanish...speaking
~. S'~~_C~:' ~er~~~~r:::U. A~~~6a;:~~df~~
re.f on written representations by subcontractors regarding
their status as minority business enterprises in lieu of an inde.
pendent investigation.
31. FEllEBAL, STATE, AND Loc.u. TAXES
(a) E>:c.pt as may h. oth.rwise provided in this contract,
the contract price includes all applicabl. Fed.ral, State and
local tax.. and duti...
(b) N.verth.I..., with respect to any Fed.ral excise ta."t or
duty on the tranaactions or property cov.red by this contract,
it a. statute. court decision, written ruling, or regulation takes
effect after the contract date, and-
(1) Results In th. Contractor being required to payor
bear the burd.n of any such Fed.ral excise tax or duty or
increase in the rate thereot which would not otherwise have
been payable on such tnnsaction5 or propertY, the conmct
price shall be incre8.3ed by the amount of such tax or duty or
rate increas.: Provid.d, That the Contractor il requ.sted by
the Contracting Officer, warrants in writing' that no amount
for such newly imposed Federal excise t:LX or dutY or mte
;~;~~:eo:o~~~~~~rin the contract price as a contingency
(2) R.sult> in the Contractor not being required to pay
or bear the burden ot, or in his nbbining a refund or dr:1wbl1ck
of, any such Federal excise tax or dutY which would othe:nvise
have been payable on such tr::Lnsactions or property or which
was the basi! ot an fnerease in the contract price. the contr:::Lct
price shall b. d.creased by the amount of the reli.t, r.fund,
or drawback, or that amount shall be paid to the Government,
as dir,",ted by the Contractinr Offic.r. Th. contract price shall
~:;J~~:C~I~rd~:~~1f~f~hf~tf;,":~~~~ti~~~~t~lIc~;~ic~~
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DIVISION I
GENERAL REQUIREMENTS
5. Water Supply duri ng Const ructi on
a. Filtered Penny Creek Water Supply: The Contractor
may not interrupt or interfere with the separate
filtered Penny Creek supply to the hatchery building
at any time.
SECTION 01010
SUMMARY OF THE WORK
b. Screened Penny Creek and screened Big Quilcene water
supplies:
(1) Water required by East Raceways:
October 8100 gpm (18 cfs) from Big Quilcene
plus any water available from Penny
Creek.
November 8100 gpm (18 cfs).
December 8100 gpm (18 cfs) desired, but may be
reduced to 5400 gpm (12 cfs).
January 8100 gpm (18 cfs) desired, but may be
reduced to 5400 gpm (12 cfs).
February 8100 gpm (18 cfs).
Ma rch 8100 gpm (18 cfs) from Big Quilcene plus
2250 gpm (5 cfs) from Penny Creek.
April 8100 gpm (18 cfs) from Big Quilcene plus
2250 gpm (5 cfs) from Penny Creek.
May 2250 gpm (5 cfs) from Big Quilcene
2250 gpm (5 cfs) from Penny Creek.
June 2250 gpm (5 cfs) from Big Quilcene
pl us 3600 gpm (8 cfs) from Penny Creek.
September
3600 gpm (8 cfs) from Big Quilcene
plus 2250 gpm (5 cfs) from Penny Creek.
4500 gpm (10 cfs) from Big Quilcene
plus 2250 gpm (5 cfs) from Penny Creek.
8100 qpm (18 cfs) from Big Quilcene
plus any water available from Penny
Creek.
July
August
01010-4
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DIVISION 2
SITE WORK
SECTION 02444
CHAIN LINK FENCE
gallons per bag of cement, and including water contained in
aggregate. Ready-mixed concrete, ASTM C94, minimum c~npres-
s i ve strength of 2,000 p. s. i. at 28 days.
II I . EXE CUT! ON
A. Clearing and Excavation: Cut all brush and vegetation flush
with ground 4 feet wide on line of fence. Excavate line at
major grade breaks to produce a smooth grade.
B. Posts
1. Spacing: Set vertical and true to line on a smooth
grade; space as foll ows:
Tangents
500 feet to 200 feet radius
Less than 200 feet radius
10 foot maximum
B foot maximum
6 foot maxi mum
2. Hole Depth: 6-foot to 12-foot high fence shall be as
follows:
POST TYPE
HOLE DIA. HOLE POST
BOTTOM MIN. DEPTH DEPTH
CONST ANT
12 inches 36 inches 30 inches
15 inches 42 inches 36 inches
Line
Other
3. Setting Posts: Set posts in concrete, the top a minimum
of 1 inch above the ground; finish to slope away from
post. Set corner posts at each horizontal angle to 10
degrees or more; pull posts, a maximum of 500 feet apart
in straight runs and at abrupt changes in grade. Set
gate posts plumb; tops of posts at the same level.
4. Solid Rock: Where solid rock is encountered without an
overburden of soil, set line posts a minimum depth of 15
inches, and end, corner, gate, and pull posts a minimum
of 20 inches into the solid rock. Hole shall have a
minimum width 1 inch greater than the largest dimension
of the post section to be set. After the post is set and
plumbed, fill the hole with grout consisting of 1 part
portland cement and 3 parts sharp, clean, well graded
sand. Other grouting materials may be used with ap-
proval. Thoroughly work grout into hole leaving no
voids; crown to carry water from the post.
02444-3
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DIVI SIDN 19
DRAWINGS
I. COPIES
The Contractor will be furnished such additional copies of the
specifications and drawings as may be required for carrying out
the work. The drawings furnished with this specification have
been reduced to approximately one-half size. Full-size drawings
will be furnished to the Contractor for construction and bidding
purposes upon request.
I I. DRAWl NGS
Drawi ng No.
The following drawings are made a part of these specifications:
DEC-WA-60-17 .0
OEC-WA-60-18.0
DEC-WA-60-19.0
DEC-WA-60-20.0
DEC-WA-60-21.0
DEC-WA-60-22.0
OEC-WA-60-23.0
DEC-WA-60-24.0
DEC-WA- 60-25.0
DEC-WA-60-26.0
DEC-WA-60-27.0
DEC-WA-60-28.0
DEC-WA-50-29.0
DEC-WA-60-30 .0
Title
Vicinity Map and Dl'awing Index
Site Plan
Existing Piping
Removal of Existing Pipes & Raceway
Demolition
Piping Revision
Hatchery Building - Plan & Revision
Details
"B" Raceways Piping Details
Fish Ladder Modifications
Drain Pit - Plan, Sections and
St ruct ura 1 Rei nforci ng
Drain Pit Details at fish Ladder
Waste Pipeline - Plan & Profile
Waste Pipeline - Plan & Profile
Settling Basin - Plan & Profile
Settling Basin - Cross Sections
TS-ll~
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, ' . ~ ~, '" t' . ~ . . I - . I . ,_ . -;'
~~~'r; " ,.. . . ' ,..'
DIVISION 19
DRAWINGS
Drawi ngs: Cont i nued:
Drawing No.
DEC-WA-60-31.0
DEC-WA-60-32.0
DEC-WA-60-33.0
DEC-WA-60-34.0
DEC-WA-60-35.0
DEC-WA-60-36.0
DEC-WA-60-37.0
DEC-WA-60-38.0
Title
Settling Basin - Inlet Plan,
Elevation, Sections & Details
Settling Basin - Outlet Plan,
Elevation, Sections & Details
Settling Basin Discharge - Plan &
Profi 1 e
Di scha rge Box
"A" Raceways - Plan
"A" Raceway Profil e & Supply Pi pi ng
Miscellaneous Details
Miscellaneous Details
END OF DIVISION 19
TS-1l3
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19 of 22
20 of 22
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DIVISION 1
GENERAL REQUIREMENTS
SECTI ON 01 010
SUMMARY OF THE WORK
December 8100 gpm (18 cfs) desired, but may be
reduced to 5400 gpm (12 cfs).
. Water required by East Raceways - Conti nued:
8100 gpm (18 cfs) from Big Quilcene plus
2250 gpm (5 cfs) fran Penny Creek.
8100 gpm (18 cfs) from Big Quilcene plus
2250 gpm (5 cfs) fran Penny Creek.
2250 gpm (5 cfs) from Big Quilcene
2250 gpm (5 cfs) fran Penny Creek.
2250 gpm (5 cfs) from Big Quilcene
plus 3600 gpm (8 cfs) ,fran Penny Creek.
3600 gpm (8 cfs) from Big Quilcene
plus 2250 gpm (5 cfs) fran Penny Creek.
4500 gpm (10 cfs) from Big Quilcene
plus 2250 gpm (5 cfs) fran Penny Creek.
8100 gpm (18 cfs) from Big Quilcene
plus any water available fran Penny
Cre ek .
(2) During any period in which one water supply is
shut off for water line const ruct i on, the other
water supply must be fully operable.
January
February
Ma rch
April
May
June
July
August
September
8100 gpm (18 cfs) desired, but may be
reduced to 5400 gpm (12 cfs).
8100 gpm (18 cfs).
(3) The Big Quilcene water line construction work
should be scheduled to take advantage of the
period in December and January when flow may be
reduced. However, this construction should not
be started until all pipe and fittings are at
the project site.
(4) The amount of water available from Penny Creek
.. vari es and fl ows may be reduced due to dry
conditions or cold conditions affecting the
watershed. Therefore, Penny Creek may not
produce the 5400 gpm required by the east
raceways duri ng the peri od of December 1
01010-4
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DIVISION 1
GENERAL REQU IREMENTS
SECTION 01010
SUMMARY OF THE WORK
through January 31. Additional water for the
east raceways shall be supplied fr~ the Big
Quilcene supply using pumps, by pass, or syphon
system. If pumps are used more than one unit
shall be provided and a standby capacity no
less than the' largest pump shall be at the job
site. ..
(5)
Notify the Hatchery Manager seventy two (72)
hours in ad vance of sta rt i ng const ruct i on on
either the Penny Creek or Big Quil cene water
lines and maintain coordination with the
Hatchery Manager through peri od of water 1 i ne
const ruct ion.
5. Special Site Conditions
a. The water table in this area is high during most of
the year. ..
b. The Contractor shall provide all pumps and additional
drainage system to keep pipe trenches dry during
const ructi on.
c. All cuts in asphalt paving shall be sawed with square
ed ges.
d. Refer to Sections 01500 and 02114.
B. Location and Inspection of Site
1. The work site is at the Quilcene National Fish Hatchery
located on the Olympic Peninsula approximately 2 miles
~outh of Quilcene, Washington.
2. Prospective bidders'mqy inspect the site by making
arrangements with the Hatchery Manager, Quilcene National
Fish Hatchery, Quilcen~, Washington. Telephone (206)
765-3334.
3. Inquiries concerning these specifications and drawings
mqy be made to the U.S. Fish and Wildlife Service, Denver
Engi neeri ng Center, 3900' South Wadsworth Boulevard, ..
Attention: Construction Management, Denver, Colorado
80235. Telephone (303) 234-5440.
4. Contractors are urged to visit the site and bec~e
familiar with existing conditions.
01010- 5
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DIVISION 1
GENERAL REQUIREMENTS
. SECTION 01010
SUMMARY OF THE WORK
C. Time For Completion And Liquidated Damages
1. Contract Time:
a. Contract time for Pollution Abatement System shall be
two hundred ten (210) calendar days.
2. Liquidated Damages:
a. Liquidated damages for failure to complete the
Pollution Abatement System construction in the
specified contract time shall be four hundred dollars
($400) per day for each calendar day of del ay.
D. Applicable Codes, Standards, and Specifications
1. All work shall comply with codes and standards applicable
to each type of work and as listed in individual
sections.
a. Where a conflict occurs between reference document
and the Project Specifications. the Project
Specifications govern.
b. Where conflict occurs between referenced documents,
the document containing the most stringent
requi rements governs. '.
c. Where referenced documents are not specified by date,
the current document published as of the date set for
receipt of bids applies.
d. Materials, applications, and tests specified by
reference to published standards of a society,
association, code, or other published standards are
included in the speCification as if written in their
enti rety.
E. Abbreviations
1. Abbreviations used throughout the specifications and the
organization or document represented are:
AASHTO
ACI
AlEE
AMA
'American Association of State Highways
& Transportation Officials
American Concrete Institute
American Institute of Electrical Engineers
American Materials Association
0IDID-6
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DIVISION 1
GENERAL RE UIREMENTS
, SECTION 010lD
SUMMARY OF THE WORK
2. Products and processes included in the specifications
shall conform to the manufacturer's latest pUblished
specifications.
3. Upon request of the Contracting Officer provide a sworn
affidavit from the mallUfacturer certifyi ng that materi al,
products, and processes delivered and used on the project
meet the specifi ed requirements. Affidavit shall not
relieve Contractor from his responsibility for full
compliance with the requirements of the specifications.
G. Substitutions
1. Bids shall include all equipment, materials, and services
as specifi ed or noted on the drawi ngs.
2. Where multiple manufacturer's names are noted, the first
named shall i ndi cate the basi s for equi pment des i gn and
drawi ng layout for the project.
3. After s i gni ng of the contract. any request for
substitutions must be submitted to the Contracting
Officer in writi ng for approval. Submitta ls shall
include all necessary data for proper Comparison with
specified product and reason for the proposed
substitution.
4. Wherever substitutions of equipment or materials are
initiated under this division, it shall include the
responsibility for the following:
a. Provide all additional drawings and data for approval
as deemed necessary by the Contracting Officer.
bO. Pay all cost of any lab'or and materials required
under other divisions arising from the substitutions.
H. Means And Methods
1. Means and methods of construct ion shall be such as the
Contractor or subcontractors may choose; subject,
however, to the Contracting Dfficer's right to reject
means and methods proposed which:
a. Constitute a hazard to the work, persons, or
property.
01010-8
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DIVISION 1
GENERAL REQUIREMENTS
4. Abatement of Air Pollution
a. The Contractor shall comply with applicable Federal,
State, and local laws and regulations concerning the
prevention and control of air pollution.
SECTION 01010
SUMMARY OF THE WORK
b. Construction 'activities shall be perfonned in such a
manner that air pollution is held to a minimum.
c. Burni ng of materi a ls will not be permitted.
d. All access or haul roads, parking areas, and storage
areas used duri ng const ructi on shall be managed by
application of dust inhibitors or by sprinkling with
water to suppress dust formation.
S. Noi s e Abat ement
a. Construction activities shall be performed
in such a manner that the noi se 1 evel is mi nimal.
All equipment and operation of equipment shall meet
with all state and local regulations. All equipment
shall be equipped with mufflers or other noise abate-
ment devices approyed by the Contracting Officer.
6. Environmental Litigation
a; No time,lost due to work stoppage because of failure
of Contractor to comply with these requirements may
be the subject of a claim for extension of time or
for costs or damages, unless it is later detennined
that the Contractor was in compliance.
b. If construction under these specifications is
suspended, delayed, or interrupted through no fault
of the Contractor by an order of a court of competent
juriSdiction pursuant to environmental litigation,
such suspension, delay, or interruption will be
considered to be a~ unreasonable suspension, delqy,
or interruption pursuant to the provisions of Clause
No. 17 of the General Provisions, "Suspension of the
Work." ,
K. Coordination
1. Maintain coordination of the project at all times.
2. Coordinate work with others and cooperate to facilitate
orde r ly prog res s of wo rk .
01010-11
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DIVISION 1
GENERAL REQUIREMENTS
, SECTION DIDIO
SUMMARY OF THE WORK
3. It is not anticipated that a separate contract for
construction will be in progress concurrently with this
contract.
4. Coordi nate work so that stati on ope rat ions will not be
restri cted and so that water supply, drai ns, and power
will not be disrupted during critical periods in station
operations. Arrangements shall be made with the station
manager to schedule tying into existing water supply,
drai ns, power supply, etc.
l. Site Maintenance:
1. Keep work areas free of accumulation of surplus materials
and rubbi sh res u lt i ng from all ope rat ions.
a. Remove all rubbish from premises.
b. No burning of rubbish on premises will be allowed.
2. Remove rubbish weekly and additionally as required by the
Contracting Officer. Keep work areas free at all times
of unattended combustible rubbish.
a. Disposal shall be in a legally constituted disposal
area.
3. Remove all tools, equipment, and temporary facilities
immediately when no longer required for execution of the
work.
END OF SECTION 01010
01010-12
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DIVISION I
GENERAL REQUIREMENTS
I. GENERAL
A. Preconstruct ion Conference
SECTION 01200'
PROJECT MEETINGS
1. Soon after award of contract and prior to the start of
construction, the Contractor shall attend a pre-
const ruct i on conference wi th represent at i ves of the
Government.
2. Requirements for contract administration and construction
operations will be defined.
3. Time, date, and place of the conference will be
determined by the Contracting Officer.
B. Progress Meeting
1. The Contractor shall be available to meet with the Con-
tracting Officer at the jobsite at least once each month
during construction to discuss work progress.
2. Contractor shall gi ve verbal reports of progress on the
project, discuss the work schedule, and present all con-
flicts, discrepencies,'or other difficulties for
reso 1 ut ion.
C. Jdbsite Administration
1. The Contractor shall have a Superi ntendent ons ite \'/hen
work under this contract is bei ng performed. Super-
intendent shall have full authority to act for the
Contractor.
2. A Government representative will be available at all
times to inspect the work as it progresses, to aid the
Contractor in the interpretation of plans and specifi:"
cations and to submit to the Contracting Officer all
items which cannot be r:eadily resolved at the jobsite.
3. The Contractor's supervi sor shall not be removed from the
job without prior notification arid approval of the Con-
tract i ng Officer. '
END OF SECTION 01200
01200-1
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DIVISION 1
GENERAL REQUIREMENTS
SECTION 01300
SUBMI TT ALS
3. Provide samples of sufficient size to permit an accurate
appraisal of coJor, texture, finish, workmanship, and
other characteri st i cs.
4. Submit samples with shop drawings when both are required.
F. Record Drawi ngs
1. Provide and maintain at the project site, one complete
set of prints of the project drawings. The drawings
shall be kept in good, clean, and readable condition.
2. The project site drawings shall have neatly inscribed all
changes in work including relocation of lines, valves,
and fixtures, change in type of materials, etc. Changes
shall be noted with red pencil or red ink.
3. Submit these corrected prints at time of final acceptance
and prior to final payment. Note all data and changes on
these record drawings in sufficient detail and clarity
and provide information necessary for preparation of "as-
built" drawi ngs.
G. Guarantees, Warranties, And'Certificates
1. Submit all guarantees, warranties, and certificates prior
to fi nal payment.
2. Refer to Section 01700.
H. Operating And Maintenance Instructions
1. Submit all operating and maintenance instructions to the
Contracting Officer prior to final payment.
2. Refer to Section 01700.
I. Change Order Price Quotes
1. In event of the need for a change order, the Contractor
will receive a letter requesting 'a price quote for
proposed changes to the .contract.
01300-3
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DIVISION 1
GENERAL REQUIRMENTS
SECTION 01400
QUALI TV CONTROL
5. Independent Testing Laboratory Services and Tests
Requi red
a. Compacted Soil s
(I) Secure samples of representative soil from pipe
trenches and settling basin area and determine
soil classification.
(2) Establish optimum moisture _ density
relationship in accordance with ASTM D 698
Method C or AASHTO T99 Method C.
(3) Make in place density tests of backfill and
settling basin dikes.
(a) 6 tests in the settling basin area as
directed by the Contracting Officer.
(b) One test per 200 1 i neal feet of pi pe
trench at locations designated by the
Contracting Officer.
b. Concrete
(1) Secure samples of aggregates Contractor
proposes to use ana test for compliance with
specifications.
(2) Certify compliance with specifications of
cement proposed for use by the Contractor.
(3) Design concrete mix proportions for tl;~
requi red concrete strengths usi ng materi al s
Contractor proposes to use on the project.
Incorporate specifi ed admi xtures and not 1 ess
than amount of cement speci fied. Perform
appropri ate laboratory tests, incl udi ng
compression tests of cylinders and slump test
to substantiate mix designs.
(a) Contractor shall submit design mix and
laboratory certification of the design mix
to the Contracting Officer for approval.
01400-2
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DIVISION 1
GENERAL REQUIREMENTS
, SECTION 01500
TEMPORARY FACILITIES AND CONTROL
c. Provide 1 ight bul bs required for all temporary
construction lighting and replace when necessar,y.
d. Use no temporary service material in permanent system
without written approval of the Contracting
Officer. When temporary electrical lines are no
longer required, remove them and restore any parts of
buildings or grounds damaged by such removal to
original condition.
e. Provide and maintain temporar,y 1 ighting at all barri-
cades as required for safety.
f. Provide any heating required by these specifications.
2. Tel ephone
a. Install a telephone in field office for the use of
Contractor's personnel working at the project site.
pqy all charges for telephone service.
b. Equip telephones with loud exterior bell mounted in a
central location of project site.
3. Water
a. 'Provide, protect, and maintain an adequate water
supply for use on the project for const ructi on
purposes, either by means of the permanent water
supply line or by installing a temporary waterline.
b. Install, val ve, maintain, and protect such water
supply lines as m~ be required.
c. After temporary lines are no longer required, they
shall be removed.' Restore to original condition any
part of grounds or buildings damaged by removal.
d. Pay the cost of all water used on this portion of the
project until final completion ,of the contract.
4. Toilets
a. Provide and maintain suitable, weathertight, painted
sanitary toilet facilities for all workmen during
construction p~riod. When toilet facilities are no
01500-2
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DIVISION 1
GENERAL REQUIREMENTS
SECTION 01500
TEMPORARY FACILITIES AND CONTROL
D. Protection And Restoration
1. General: The Contractor shall protect all structures and
utility services during the progress of the work; shall
remove from the site all debris and unused materials; and
shall, upon completion of the work, restore the site as
nearly as possible to its original condition, including
the replacement, at the Contractor's sole expense, of any
facility or landscaping which has been damaged.
a. Tree and Shrub Protection
(1) Limit removal of trees, shrubs, and other
vegetation to those which interfere with new
construction, unless otherwise shown.
(2) Provide temporary fencing, barricades, or
guards to protect trees and other plants which
are to remai n from above-grade damage.
(3) Protect root systems from smothering. Do not
store construction materials, debris, or
excavated materials within drip line (outer
diameter of branches). Do not pennit vehicular
traffic or parking within drip line. Restrict
foot traffic to prevent excessive compaction of
soil over root system.
(4) Protect tree root systems from damage due to
noxious materials in solution caused by runoff
or spillage during mixing and placement of
construction materials or drainage from storage
materi al s. Protect root systems from fl oodi ng,
erosion, or excessive wetting resulting from
dewatering operations.
(5) Do not allow fires under or adjacent to trees
or other plants, which are to remain.
b. Protection of Existing Improvements
(1)
Provide barricades, coverings, or other types
of protection necessary to prevent damage to
existi ng improvements.
Protect improvements on adjoi ni ng propert ies as
well as those on Government property.
(2)
, 01500-4
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DIVISION 2
SITE WORK
I.~
SECTION 02021
SITE PREPARATION
A. Description
1. The work of this section consists of all clearing and
grubbing; protection of trees to remain; stripping and
storage of topsoil; removal of underground obstructions;
excavation, backfill, fill, grading, and other related
work to prepare the site as indicated.
B. Related Work Specified Elsewhere
1. Explosives - Section 02114.
2. Finish Grading - Seetion 02215.
3. Excavation and Backfill for Utilities - Section 02221.
4. Excavation and Backfill for Structures - Section 02222.
C. Job Conditions
1. Bidders are expected to examine the site to determine the
character of materials'to be encountered, trees to be
removed or protected, and nature of the work in
general. All excavation required is unclassified
excavation. ,
II. MATERIALS
A. Embankment Materi al
1. Shall be mineral soil free from peat, frozen material,
l:trush, trees, roots over 2 inches in diameter, ,and rocks
over 6 inches in greatest diameter. Snow or ice will not
be permitted in embankment.
2. Embankment materi al shall be used to construct settl i ng
basin dikes, reshape ro-ad~lays and parking areas.
3. Embankment material shall be obtained from settling basin
excavat ion.
B. Structural Earth Backfill
Shall be all earth materi al necessary to backfill around
structures. Structural backfill shall be mineral soil,
free from organic matter, frozen or lumpy materials,
02021-1
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DIVISION 2
SITE WORK
SECTION 02021
SITE PREPARATION
roots, debris, and rocks over 3 inches in greatest
diameter. Material from structural excavation meeting.
these requirements shall be used for structural backfill,.
C. Granular Backfill
1. Granular backfill for structures shall be sand or crushed
stone with a gradation of 100 percent passing a 3-inch
sieve, and 0 to 5 percent passing a 200-mesh sieve.
D. Topsoil
1. Surface soil apprOXimately 4 inches in depth that
supports growth of vegetation and contains organic
matter. Topsoil shall be free from subsoil, debris, and
stones larger than 1 inch in di ameter.
II I . EXECUTI ON
A. Clearing:
1. Remove trees, brush, and vegetation from pipe trench
areas and settling basin construction area. All
materials resulting from clearing shall become the
property of the Contractor and shall be removed from the
project site.
B. Grubbi ng:
1. When the height of the embankment is less than 3 feet
from finish subgrade, remove all stumps, roots, and
debris a minimum of 12 inches below the original
ground. When the he i ght of the embankment is 3 feet or
more from finish sUbgrade, stumps may be cut flush and
left in place. In embankment areas, backfill stump and
root holes with approved materi al and compact before
placing embankment material. In all excavation areas,
remove stumps, roots, and debris a minimum of 12 inches
below finish grade.
C. Stripping Topsoil
1. Scrape an areas clean of brush, weeds, grass, roots, and
other materi al that interfere wi th pl ant growth. Stri p
and stockpile topsoil in location designated by the
Contracti ng Officer. Upon completion of gradi ng
operations, spread topsoil from the stockpile on dike
tops and side slopes of settling basin.
02021-2
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DIVISION 2
SITE WORK
SECTION 02021
SITE PREPARATION
D. Excavation
1. Excavate settling basin area to elevations and dimensions
shown. Use materi al from excavation for construction of
dikes. Excavation for structures shall be in accordance
with Section 02222. Excavation for pipes shall be in
accordance with Section 02221.
E. Fill:
1. Embankment
a. Use excess embankment mat rl al to raise grade of
State Department of Game parki ng area adjacent to
settling basin.
b. Prior to placing embankment on the parking area,
remove and stockpile road surfacing gravel. Replace
road surfacing gravel on new parking area grade.
F. Finish Grading:
1. Utilize stripped topsoil for final grading. Feather
smoothly tO,blend with adjacent ground shapes to produce
continuous, harmonious lines in the finished work.
a. Place topsoil on settling basin dikes to a depth of 4
inches.
b. After completion of finish grading operations, do not
drive t rucks or other heavy equipment over finished
,area.
END OF SECT~ON 02021
02021-3
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DIVISION 2
SITE WORK
SECTION 02114
EXPLOSIVES
2. Personnel: One competent, experienced person shall be
specifically designated in charge of explosives. The
desi gnated person must present certification to the
Contracting Officer that he has successfully completed a
course in the handling and use of explosives, given by an
accredited institution such as the U.S. Bureau of Mines,
U.S. Forest Service, or DuPont or other explosive
manufacturi ng company. He shall exerci se careful
supervision of all work related to the use, storage, and
handl i ng of expl os ives. Permit only a mi nimum number of
competent, experienced men, consistent with efficient
operation, to handle explosives. Exclude a~ one
demonstrati ng carelessness, incompetence, or inexperience
from further handl i ng of expl os ives.
D. Submittal s Required:
1. Certification of Blasting Supervisors Training and
Experience.
II. MATERIALS
A. Provide as required.
II I. EXECUTION
A; General Requirements: The Contractor shall give special
attention to the following specific rules:
1. Locate magazines in accordance with the American Table of
Distances for Storage of Explosives and only at sites
approved by the Contracting Officer.
2. Magazines shall be bulletproof, fireproof, burglarproof,
weather resistant, constructed with adequate screened
ventilation and dry wood floors. Countersi nk all nails
exposed to the interior of magazines.
3. Do not store detonators with other explosives but in
separate magazines.
4. Magazines shall not be provided with artificial heat or
lights.
5. Securely lock magazines.
02114-2
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DIVISION 2
SITE WORK
SECTION 02114
EXPLOS IVES
6. Mark magazines and roads in area with appropriate caution
and danger signs.,
7. Clear blast area of unnecessar,y personnel and equipment
before delivery of any explosives to the site.
8. Keep no more than a one-day supply of expl os ives at or
near the work site. Keep explosives in approved portable
magazines in locations approved by the Contracting
Officer.
g. Use only wooden tamping bars for charging explosive.s into
drill holes.
10. Do not use electricity from light or power circuits for
firing shots unless the electrical connection to the
circuit is made within an enclosed switch box securely
locked with switch in open position.
11. Provide a positive warning system to give adequate warn-
ing in every direction immediately prior to firing explo-
sives. Guard all access points to the blast area to halt
personnel and vehicles a safe distance from the blast.
Maintain intercommunicatlon between guards and person
firing the blast assuring the blast area is clear prior
to firi ng.
12. Provide speci'al signs or signals at all access points
including a warning to turn off radio transmitters when-
ever electric detonators are used.
END OF SECTION 02114
02114-3
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DIVISION 2
SITE WORK
I. GENERAL
A. Work under this section includes excavation, trenching and
backfilling for water supply pipes and drain pipes, except for
portions of the cleaning waste drain specified in Section
02223.
SECTION 02221
EXCAVATING. TRENCHING AND BACKFILLING FOR UTILITIES
B. All excavation is unclassified. Unclassified excavation is
all excavati on that is not otherwi se cl ass ifi ed and may
include common and rock excavation.
C. Safety and Protection
I. Barricade open excavations occurring as part of this work
and post with warni Rg 1 i ghts. Operate warni ng 1 i ghts
during hours from dusk to dawn each day and as otherwise
requi red.
2. Protect structures, utilities, sidewalks, pavements, and
other facilities from damage caused by settlement,
1 ateral movement, undermining, washout, and other hazards
created by earthwork operations.
3. Proceed with caution in the excavation so that the exact
location of underground pipes may be determined.
Contractor shall be responsible for the repair of such
pipes when broken or damaged.
4. Trenches and excavations shall be sheeted, shored, and
braced where required in a manner consistent with
established safe practices and in accordance with all
applicable (OSHA) safety regulations.
D. Relat~d Work:
1. Site Preparation - Section 02021.
2. Excavati ng and Backfilli ng for Structures - Section
02222. .
3. Horizontal Boring for Pipes - Section 02223.
~. Special, Conditions
1. Contractor must maintain County Road open to traffic from
Waste Drain Pipeline Station 1+36 to Station 3+59 at all
02221-1
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DIVISION 2
SITE WORK
, SECTION 02221
EXCAVATING, TRENCHING AND BACKFILLING FOR UTILITIES
times. County Road shall not be blocked by construction
operations or equipment for more than 30 minutes at a
time.
2. Contractor shall furnish all signs and temporary guard
rails, and other safety equipment, required by OSHA
standards and the Contract i ng Officer duri ng construct ion
of the waste drain pipeline.
a. Waste Drain Pipeline Station 1+36 to Station 3+59
provide temporary guard rail along excavation and one
1 ane road signs at each end of the Construct ion Area.
b. Provide flashing warning lights at all barricades and
along deep excavations.
3. Contractor shall not deposit any excavated materi al in
the Quilcene River.
4. Contractor shall protect vegetation on.the river bank
between the excavation and the waters edge and conduct
construction operations to minimize possible caving or
sloughing of the River Bank.
S. The sides of deep excavations shall be supported by
trench boxes or sheetpi 1 i ng placed in such a manner as to
prevent any movement or sl i'ppage of the earth duri ng the
excavation operations. The Contractor shall work in
close cooperation with the Jefferson County Highway
Department and the Hatchery Manager to insure the
protection of property and traffic.
6. The County Road from Pipeline Station ,3+60 to the
tntersection with Highway 101 may be closed to traffic
during construction provided traffic access to the
Hatchery and private property beyond the Hatchery is
maintained on the upper road (Old Highway 101).
.7. All excavations through and within the County right-of-
way must be restored to thei r preconst ruct i on condit ion.
8. Reconstruct any fences removed duri ng cons truct ion
operations after baCkfilling to blend with surrounding
ground surface.
02221-2
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DIVISION 2
SITE WORK
SECTION 02221
EXCAVATING. TRENCHING AND BACKFILLING FOR UTILITIES
F. Soils Report
1. The Government has conducted a soils investigation of the
area between Waste Drain Pipeline Station 1+36 to Station
3+59 and in the area where the discharge pipeline crosses
the County Road.
2. Copies of the Soils Investigation Report are available
from the Contracti ng Officer upon request.
II. MATERIALS
A. Subsequent Backfill: Earth material free from rock larger
than 4 inches in the largest dimension, frozen earth, clods,
debris, or material with-an exceptionally high void content.
B. Selected Backfill: Used for di rect buri al underground
cab 1 e. Sel ected fi ne materi al (soil-sand) not contai ni ng
sharp or hard objects or particles capable of penetrating or
mechanically damaging the cable sheath.
C. Speci al Beddi ng: Rounded or angular stone or gravel, or other
angular materlal approved by the Contracting Officer, with a
genera]' size range of from 1/4 inch to 1/2 inch. One hundred
percent of the material shall pass a 1/2-inch sieve. Not more
than 5 percent shall pass a No.8 sieve. Where only rounded
stone is available, the size range shall be 1/4 inch - 3/4
inch.
D. Crushed Rock Backfi 11: Refer to Sect i on 02606 - Aggregate
Base Course.
II I. . EXECUTION
A. Excavation
1. The sides of trenches shall be kept as nearly vertical as
practicable. In no in~tance shall the trench from six
(6) inches above the top of the pipe to the bottom of the
trench be more than thirty six (36) inches wider than the
outside diameter of the pipe. Minimum trench width shall
be not less than twenty four (24) inches wider than the
outside diameter of the 'pipe.
2. The trench bottom at pipe joints shall be properly
excavated to insure adequate bearing of the pipe barrel
along its entire length. Except at locations where
02221-3
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DIVISION 2
SITE WORK
SECTION 02221
EXCAVATING. TRENCHING AND BACKFILLING FOR UTILITIES
special bedding is required, care shall be taken not to
excavate below the depth required to obtain the specified
mi nimum depth of cover.
3. Excavation shall be stopped at the final invert grade
elevation so the pipe may be laid on a firm, undisturbed,
native earth bed, except in rock, water-bearing earth, or
where a granular or concrete base is required by the
drawings or specifications.
4. Excavati on in rock and water-beari ng earth shall be
carried to a depth of not less than four (4) inches below
the pipe bottom elevation normally required to obtain the
specified minimum depth of cover. Backfill this four
inches with special bedding.
5. If unauthorized over-excavation occurs, the excess depth
shall be backfill ed with Speci al Beddi ng.
6. Trenches shall be as nearly dryas possible when the
trench bottom is prepared. A continuous trough shall be
pared or excavated to receive the bottom quadrant of the
pipe barrel. In addition, holes shall be excavated for
pipe bells so that after pl acement only the barrel of the
pipe receives bearing pressure from the trench bottom.
Bell holes shall be excavated such that pipe barrels rest
on undisturbed earth. (In "wet trenches over excavate a
minimum of 6 inches and line trench bottom with special
bedding material prior to pipe installation.)
7. Preparation of the trench bottom shall be carefully
completed so that when in final position, the pipe is
true to line and grade. The prepared trench bottom shall
b.e free of sha rp rocks and debri 5 that may damage the
pi pe.
8. Depressions in the trench bottom shall be excavated with
hand tools to accommodate val ves, fitti ngs, etc.
9. Deep trenching shall be conducted in compliance with OSHA
regulations.
B. Backfilling
1. Bedding shall be installed across the full width of the
trench bottom to not less than 12 inches above the top of
the pipe to fully support the pipe. The bedding material
02221-4
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DIVISION 2
SITE WORK
SECTION 02221
EXCAVATING. TRENCHING AND BACKFILLING FOR UTILITIES
7. At any location where backfill has settled below normal
ground surface, the Contractor shall provide additional
earthfill materi al to bri ng the trench el evati on to that,
of normal ground surface. This material shall be
compacted to the density specified in paragraph 1.
8. Surplus excavated material 'remaining on the site upon
completion of the backfilling shall be removed from the
site and disposed of by the Contractor on the State De-
partment of Game parking area near the settling basin.
9. Puddling or waterflooding for consolidating the backfill
will not be allowed. The addition of water shall be
limited to that needed for increasing the density of the
backfill material.
10. Filling and backfilling will not be pennitted when either
the fill material or subgrade is frozen.
END OF SECTION 02221
02221-6
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DIV ISION 2
SITE WORK
I. GENERAL
A. Work under this Section includes excavation, backfilling, and
compaction for all structures.
SECTION 02222
EXCAVATING AND BACKFILLING FOR STRUCTURES
B. Protections
1. Protect excavations from accumulation of water. If clay
soil becomes saturated, compact after it has dryed as
specified herein.
2. Protect excavations from freezing. If frost action
occurs, compact ground after thawing as specified herein.
3. Provide shoring and bracing as necessary to protect
structures, employees and the public.
C. References: Standard Moisture Density Test AASHTO T-99,
Method C.
II. MATERIAlS
A. Backfill ,and Fi 11 s: Use the I!xcavated materi al as specifi ed
below.
1. Remove rocks over 6 inches in maximum dimension, ice or
frozen earth, muck, debris, and earth witn high void
content.
2. Remove rocks over 4 inches in maximum dimension for
backfill placed within 12 inches of foundation.
3. Materi als removed in strippi ng shall not be used for
beckfill.
II 1. EXECUTION
A. Excavation: Perform to the lInes, grades, and elevations
indicated to allow for safety, placing and removal of forms,
installation of services, and for inspection. Provide proper
depth \'lith allowance made for gravel fill and concrete
fl atwo rk. '
I. Excavations for structure slabs shall be level, clean,
true to size, and clear of loose materials.
02222-1
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DIVISION 2
SITE WORK
I. GENERAL
A. The work under this Section includes tunneling, jacking, or
horizontal boring for segments of the cleaning waste drain
between the drain pit at the fish ladder and the settling
basin. The specific locations are as follows:
SECTION 02223
HORIZONTAL BORING FOR PIPES
1. Cleaning waste drain under the fish ladder (Pipeline
Station 0+00 to 0+35).
B. Related Work Specified Elsewhere:
1. Explosives - Section 02114.
2. Excavation, TrenchiAg, and Backfilling for Utilities
Section 02221.
3. Excavating and Backfilling for Structures - Section
02222.
II. MATERIALS
A. Refer ~ection 02555 paragraph II.C.
I II. EXECUTION
A. Jacking or Boring Pit. The jacking pit shall be only of
sufficient length to provide room for the boring machine or
the jacking head, the jacking frame, the reaction blocks, the
jack s, and one or two 1 engths of pi pe, dependi ng on the ki nd
of pipe to be jacked or bored into place. The pit should be
of sufficient width to permit ample working space. The end of
the pit nearest the fish ladder shall present a vertical face
into ~lhich is to be excavated the adit (nearly horizontal
passage) for the pi pe.
B. Jacking Frame. A jacking frame shall be constructed of guide
timbers, backstop, and pushi.ng or j acki ng head. Gui de timbers
or rails shall be constructed to the exact line and grade of
the pipeline and shall be anchored in such a manner as to be
capable of maintaining the alignment and gradient throughout
the jacking operation. '
The backstop shall be so constructed as to provide a bearing
area capable of supporting no less than 200 percent of the
estimated maximum jacking pressure and shall be ,perpendicular
to the centerline of the pipe to be jacked. It shall be
02223-1
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DIVISION 2
SITE WORK
SECTI ON 02444
CHAIN LINK FENCE
G.
Fabric Connectors: Eleven gage pressed steel bands for
stretch bars to post; 6-gage wire clips for fabric to line
posts; 9-gage tie wire for fabric to top rail. Zinc coating,
2 ounces per squre foot. Clips specially designed by fence
manufacturer may be used. .
Fittings and Hardware: Commercial grade steel, wrought or
cast as approprlate to the article, and sufficient in strength
and other properties to provide a balance design when used in
conjunction with fabric, posts, and wires.
H.
r. Gates
1. Post Size Schedule:
Single Gate
Up to 6 Ft. Opening
14 Ft. to 18 Ft. Opening
Double Gate Gate Post Size
Up to 12 Ft. Opening 2-1/2 inches
27 Ft. to 36 Ft. Openi ng 6 inches
2. Gate Frames: Construct of rounded, standard weight
steel, ASTM A120, welded at all corners or assembled with
corner fittings. Zinc coating, 2 ounces per square foot.
a. Gates with heights 6 feet and less, widths not ex-
ceeding 8 feet, use 1.66-inch, nominal outside diam-
eter, pi pe. "
3. Gate Appurtenances: Install fabric to match fence in the
frame by means of tension bars and hook bolts. Equip
each frame with 3/8-inch diameter truss rods. Bottom
hinges, ball and socket type, designed to carry the
weight of gate on the post footing. Upper hinge, wrap-
arQund adjustable type. Equip gates with a positive type
latching device with provisions for padlocking. Provide
all drive gates with center plunger rod, catch, and semi-
automatic outer catches to secure gates in opened posi-
tion. Hang catches on offset hinges to open through 180
deg,'ees to a position parallel with fence.
J. Padlocks: FS FF-P-OOI0l, Type EPB, 1-3/4-inch size, with
chain.
K. Concrete: Job-mixed or ready-mixed, maximum slump, 4
inches. Job mix in proportion of 1 part cement, 2 parts fine
aggregate, 3 parts coarse aggregate, using a minimum of 6 bags
of cement per cubic yard. Water content, maximum of 5-3/4
02444-2
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DIVISION 2
SITE WORK
SECTION 02444
CHAIN LI NK FENCE
5. Solid Rock and Soil: Where solid rock is covered by an
overburden of soil or loose rock, set posts to the full
depth shown in Table above, unless the penetration into
solid rock reaches the minimum depths specified, in which
case the depth of penetration may be terminated. Con-
struct concrete footings from the solid rock to the top
of the ground. Grout the portion of the post which is in
solid rock.
6. Bracing: Brace end, corner, gate, and pull posts to the
nearest post with a galvanized pipe horizontal brace used
as a compression member, and a galvanized 3/B-inch steel
truss rod and truss tightener used as a tensi on member.
C. Top Rail, Tension Wire and Braces: Install top rail, tension
wire, and all braces; adJust ln accordance with the manufac-
turer's recommendation.
D. Installation: Use standard chain link stretching equipment to
stretch the fabric before tying it to the posts, rail, or
tension wires. Repeat stretching and tying operations every
100 linear feet until each run of fence is cOOlpleted. Install
fabric 2 inches above the ground and fasten to the line posts
with ties; space at maximum intervals of 14 inches; to the top
rail or tension wires at maximum intervals of 18 inches; to
corner or terminal posts with stretcher bars attached by
stretcher bands, spaced at maximum intervals of 12 inches.
Fasten bottom edge of fabric to bottom tension wire with wire
ties at maximum intervals of 2 feet. Where fabrics are joint-
ed, properly tension by double block puller with ends of'
fabric matched and jointed by a spiral connecting link.
Fabric shall have a smooth, uniform appearance Showing no sag
or kinks.
E. Gates: Install plumb with tops of posts level with each
other. Adjust hinges and bracing, allowing gate to hang level
and swi ng freely. Set socket for the cane or foot bolt in
concrete, fitting plunger pin properly in socket.
END OF SECTION 02444
02444-4
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DIVISION 2
SITE WORK
I. GENERAL
A. Descri pt i on of the Work
1. Work under this section consists of installation of
precast concrete manholes.
SECTION 02515
MANHOLES AND CATCH BASINS
2. Install all inserts, sleeves, bolts, and similar items
required for the work of other sections.
B. Related Work Specified Elsewhere'
1. Excavation, Trenching, and Backfilling for Utilities _
Section 02221.
2. Excavating and Backfilling for Structures - Section
02222.
3. Concrete - Division 3.
4. Metal Fabrications - Section 05500.
C. Submittals Required
1. Shop drawing of manhole castings to be used on project.
2. ' Certification from precast manufacturer showi ng
compliance with specifications.
II. MATERIALS
A. Precast Manholes
1. Manholes shall be constructed of precast, reinforced
concrete manhole sections. Manholes shall have
dimensions as shown on the drawings.
2. The manhole sections shall be the design and fabrication
of a manufacturer who is regularly engaged in the
manufacture of preengineered, precast manhole structures.
3. Precast concrete shall comply with the requirements of
ACI 318 and the PCI Manual for Quality Control (MNL-1l6).
4. Precast manholes shall comply with ASTM C-478.
5. All manholes shall'have eccentric top sections.
,02515-1
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DIVISION 2 SECTION 02515
SITE WORK MANHOLES AND CATCH BASINS
B. Manhole Frame and Cover: Refer to Section 05500.
C. Manhole Steps: Refer to Section 05500.
II I. EXECUTION
A. Construct manholes on either precast manhole bases or 6 inches
of cast-in-place concrete. No forms shall be required for
cast-in-place bases. Concrete shall be poured on undisturbed
earth. Precast manhole bases shall either be an integral part
of the manhole, or shall be grouted to the manhole with non-
s hri nk grout.
B. Manholes shall have paved inverts to provide smooth gutters or
troughs between the inverts of the infall and outfall lines.
C. Infalls and outfalls shall be installed at the invert
elevations shown on the drawings.
D. Manhole covers shall be installed at the elevations shown or
flush with the finish grades as shown on the drawings.
E. Backfill around manholes and catch basins shall be as
specified in Section 02222. Where pipes enter manhole,
backfill around pipe shall be as specified in Section 02221.
END OF SECTION 02515
02515-2
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DIVISION 2 SECTION 02555
SITE WORK WATER DISTRIBUTION SYSTEMS
C. Steel Pi pe and Fitti ngs:
1. A II steel pi pe shall conform to AWWA C200. Pi pes over 6,
inches up to and including 18 inches shall have a minimum
wall thickness of 3/16 in. Pipes over 18 in. shall have
a minimum wall thickness of 1/4 in.
2. Welding fittings shall conform to AWWA C208.
3. Fabricated fittings shall be shop or factory fabricated
with same wall thickness as steel pipe.
4. Steel pipe and fittings to be buried shall be unlined and
shall have exterior coating and wrapping in accordance
with AWWA C-203 finished with a si ngle wrap of kraft
paper.
S. All flanges shall conform to AWWA C207, Class B, except
where noted as Class D or detailed otherwise.
D. Sluice Gates for and Raceway Discharge:
I
1. Waterman, medium-duty flat back, Model Number C20, self-
contained gates, minimum useable frame height and with
handwheel 6 inches above top of wall.
.. 2. Flanged pipe shall be used"to provide a mounting surface
for the sluice gates. Flanged pipe shall be ductile iron
with a seep ri ng. Flange may be threaded or integral
with the pipe. Flange surface shall be machined, drilled
and tapped to gate manufacturer's specification.
E. Drainage Gate:
1. Flap gate Waterman, flat back Model F-10.
F. Butterfly Val ves:
1. Henry Pratt direct burial groundhog, AWWA Standard CS04,
Class 150B rubber-seat, with gear reduction operator.
2. F X F, size as shown.
3. Standard 2-inch AWWA nut at grade level.
02555-2
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DIVISION 3 SECTION 03100
CONCRETE CONCRETE FORMWORK
(2) Variation from level or grade in slabs, and in
arri ses: 1/4 inch in 10 feet, 3/8 inch in 40
feet or more. For exposed horizontal grooves
and other conspicuous lines: 1/4 inch in 20
feet maximum and 1/2 inch in 40 feet or more.
(3) Variations of the linear structure lines from
established position in plan and related
position of walls:
(a) All walls other than raceway walls~"1/2
inch in 20 feet maximum and 1 inch in 40
feet or more.
(b) Raceway walls: 3/16 inch in 20 feet
maximum and 3/8 inch in 40 feet or more.
(4) Variation in sizes and locations of sleeves,
fl oor openi ngs and wall openi ngs: 1/4 inch.
b. Before concrete placement, check the lines and levels
of erected formwork. Make corrections and
adjustments to ensure proper size and locations of
concrete members and stabi 1 i ty of formi ng systems.
c. During concrete placement, check formwork and related
supports to ensure that forms are not displaced and
that completed work will be within specified
to 1 erances.
II. MATERIAL
A. Forms for Exposed Finish Concrete
1. Unless otherwise shown or specified, construct formwork
for exposed concrete surfaces with plywood, plywood-faced
metal frames, steel, or other panel-type materials to
provide conti nuous, straight, smooth as-cast surfaces.
Furnish in largest practicable sizes to minimize number
of joints and to conform to joint system shown on
drawings. Provide form material with sufficient
thickness to withstand pressure of newly placed concrete,
without bow or deflection.
03100-2
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DIVISION 3
CONCRETE
SECTION 03200
CONCRETE REINFORCEMENT
5.
Use wire-bar type Supports complying with CRSI
recommendations. Do not use wood, brick, or other
unacceptable materials.
C. Welded Wire Fabric
1. Welded-wire fabric shall be electrically welded, 60,000
psi yield strength, and shall conform to ASTM AlaS.
I II. EXECUTION
A. Fabrication
1. General: Fabricate reinforcing bars to conform to
required shapes and dimensions, with fabrication
tolerances complying with CRSI "Manual of Standard
Practice." In case of fabricati ng errors, do not rebend
or straighten reinforcement in a manner that will injure
or weaken the material.
B. Installation
1. Clean reinforcement to remove loose rust and mill scale,
earth, ice, and other materials' which' reduce or destroy
bond with concrete. '
2. Position, support, and secure reinforcement against
displacement by fonnwork, construction, or concrete
placement operations. Locate and Support reinforcing by
metal chairs, runners, bolsters, spacers and hangers, as
required. Place reinforcement to obtain the minimum
coverages for concrete protect ion. Arrange, space, and
securely tie bars and bar Supports together with 16-gauge
wir.e to hold reinforcement accurately in position during
concrete placement operations. Set wire ties so that
twi sted ends are di rected away from exposed concrete
surfaces.
3. Provide sufficient numbers of supports and of strength to
carry rei nforcement. Do not pl ace rei nforci ng ba rs more
than 2 inches beyond the last leg of any continuous bar
support. Do not use Supports as bases for runwqys for
concrete conveying equipment and similar construction
loads.
03200-3
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DIVISION 3 SECTION 03200
CONCRETE CONCRETE REI NFORCEMENT
(3) Members 2 feet or deeper: I inch (plus or
mi nus).
9. Bars may be moved to avoid interference with other
reinforcing steel, conduits, or imbedded items. If moved
more than one bar diameter or stipulated tolerances,
consult with Contracting Officer to determine final
pl acement.
END OF SECTION 03200
03200-5
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
5. Concrete Reinforcement: Section 03200.
6. Metals - Division S.
C. Qua 1 i ty Ass urance
1. Field Reference Manual: Have available at the project
field office a copy of ACI SP-15 "Specifications for
Structural Concrete for BUildings with Selected ACI and
ASTM Reference."
2. Comply with requirements of the following codes and
standards, except as modified herein:
a. ACI 301 "Sp,ecifications for Structural Concrete for
Buil di ngs. '
b. ACI 301 "Recommended Pract ice for Concrete
Inspecti on."
c. ACI 318 "Buildi ng Code Requirements for Reinforced
Concrete."
d. ACI 304 "Recommended Pract ice for Measuri ng, Mixi ng,
Transporti ng and Placi ng Concrete."
e. ACI 305 "Recommended Pratt i ce for Hot Weather
Concreting."
f. ACI 306 "Recommended Practice for Cold Weather
Concreting."
g. ACI 308 "Recommended Pract ice for Curi ng Concrete."
D. Submitta ls
1. Refer to Section 01300.
2. Manufacturer's Data: Concrete Work:
a. Submit five copies of manufacturer's data with
application and installation instructions for
proprietary materials and items, including
reinforcement and forming accessories, admixtures',
patching compounds, waterstops, jOint systems,
chemical floor hardeners, dry-shake finish materials
and others as requested by the Contract ing Officer.
03300-2
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
3.
Placenent Schedule: Prepare a placenent schedule and
submit for review, prior to start of concrete placement
operations.
4. Delivery Tickets: Furnish copies of delivery tickets for
each load of concrete delivered to the site. Provide
items of information as specified under ASTM C94,
Certification.
E. Concrete Mix Proposals
1. Submit written reports of proposed mix for concrete at
least 15 dqys prior to start of work. Work may not begin
until mix has been reviewed and approved by the
Contracting Officer. .
II. MATERIAL
A. Proportionin9 and Design of Mixes
1. The following mix properties are required:
a. ,4000 psi, 28-day compressive strength. Water/cement
ratio shall not exceed 0.50.
b. Proportion and design mixes shall result in concrete
. sl ump at the poi nt of pl acement for all concrete of
not less than 1 inch and not more than 3 inches.
c. Adjustment to Concrete Mixes: Mix design adjustments
may be requested by the Contractor when
characteristics of materials, job conditions,
weather, test results, or other circumstances
warrant, at no additional cost to the Government.
Test data for revised mix designs and strength
results must be submitted and accepted before using
the wo rk.
B. Portland Cement: ASTM C-lS0 type II.
C. Aggregates (Concrete Work, Except Precast)
1. Fine: Natural sand, ASTM .C-33. Fineness modulus shal 1
not be less than 2.5 nor more than 3.0.
2. Coarse: Crushed stone or gravel, ASTM C-33. Maximum
size of coarse aggregate shall be 1-1/2 inches.
03300-3
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
D. Water: Clean, potable, and free from injurious substances.
Water containing 2 percent or more common salt shall not be
used.
E. Air Entraining Admixtures
1. Use in all concrete exposed to the weather and as
specified for quality of concrete used, ASTM C260.
a. "Aerolith," Sonneborn Buil di ng Products, Inc.
b. "MB-VR," Master Buil ders Company.
c. "Sika-AER," Sika Chemical Corp.
d. "Darex AEA," W.R. Grace and CompanY.
e. "Protex," Protex Industries, Inc.
F. Expansion Joints: Pre-molded filler, bituminous-fiber type
ASTM 0-1751 (ASTM D-17S2 for exterior work).
G. Concrete Curing Materials
1. Absorptive Cover: Burlap cloth made from jute or kenaf,
weighing approximately 9 ounces per square yard and
complying with AASHTO M182, Class 3.
2. Moisture-Retaining Cover: One of the following,
complying with ASTM C171.
a. Waterproof paper.
b.. Polyethylene film.
c. White burlap-polyethylene sheet.
3. Liquid Membrane-forming curing compound complying with
ASTM C 309, Type 1. Products offered by manufacturers to
comply with the requirements for membrane-forming curing
compounds include the following:
a. A-H 3-Way Sealer: Anti-Hydro Waterproofing Co.
b. Eucocure: Euclid Chemical Co.
c. Masterseal: Master Builder's Co.
03300-4
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DIVISION 3
CONCRETE
I II. EXECUTION
SECTION 03300
CAST-IN-PLACE CONCRETE
A. Concrete Mixing
1. Jobsite Mixing: Mix material for concrete in an
acceptabl e drum-type batch machine mixer. For mixers of
one cubic yard or smaller capacity, continue mixing at
least 1-1/2 mi nutes, but not more than 5 mi nutes, after
all ingredients are in the mixer, before any part of the
batch is rel eased. For mixers of capacity larger than
one cubic yard, increase the minimum 1-1/2 minutes of
mixing time by 15 seconds for each additional cubic yard
or fraction thereof.
2. Ready-Mix Concrete: Comply with the requirements of ASTM
C94 and as herein specified.
a. Addition of water to the mix at project site must be
approved by the Contracting Officer and maximum
water/cement ratio shall not be exceeded. The
delivery ticket shall be noted with amount of
additional water added and submitted to the
Contracting Officer.
b. Concrete shall be discharged at the job within 1-1/2
hours after water has been added to the cement and
a9gregates or cement batched with the aggregates,
unless a longer time is specifically authorized by
the Contracting Officer.
c. During hot weather or under conditions contributing
to rapid setting of concrete, a shorter mixing time
than specified in ASTM C94 may be required.
(1) When air temperature is between 85 degrees
Fahrenheit and 90 degrees Fahrenheit reduce the
mixing and delivery time from 1-1/2 hours to 75
minutes and when the air temperature is above
90 degrees Fahrenheit, reduce the mixing and
delivery time to 60 minutes.
B. Prepa rat ion
1. Pre-Placement Inspection
03300-6
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
a.
Before placing concrete, inspect and complete the
formwork installation, reinforcing steel and items to
be embedded or cast-i n.
Thoroughly wet wood forms immediately before placing
concrete, as required where form coatings are not
used.
b.
Coordinate the installation of joint materials with
placement of forms and reinforcing steel.
C. Admixtures: Use air-entraining admixture unless otherwise
shown or specified. Add air-entraining admixture at the
manufacturer's prescribed rate to result in concrete at the
point of placement having air content equal to 5 percent plus
or minus 1 percent by volume.
c.
D. Concrete Placement
1. General: All concrete shall be placed in the presence of
the Contracting Officer. Place concrete in compliance
with the practices and recommendations of ACI 304, and as
herein specified.
a. Deposit concrete continuously or in layers of such
thickness that no concrete will be placed on concrete
' \'/hi ch has hardened suffi(;j ently to cause the
formation of seams or planes of weakness within the
section. If a section cannot be placed continuously,
provide construction joints as herein specified.
Perfonn concrete placing at such a rate that concrete
is still plastic. Deposit concrete as near as
practicable to its final location to avoid
s egregati on due to rehandl i ng or fl owi ng. Do not
subject concrete to any procedure which will cause
s egregat ion.
b. In no case is concrete to be allowed to drop freely
more than three (3) feet.
c. Screed concrete which is to receive other
construction to the proper level to avoid excessive
'sk immi ng or grout i ng.
d. Do not use concrete which becomes non-plastic and
unworkable, or, does not meet the required quality
control limits, or which has been contaminated by
03300-7
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
(3)
Use neat cerrent grout consisting of equal parts
portland cement and fine aggregate by weight
and not more than 6 gallons of water per sack
of cement. Apply with a stiff broom and brush
to a minimum thickness of 1/16 inch. Deposit
fresh concrete before cement grout has attained
its i niti al set. '
In lieu of neat cement grout, bonding grout may
be commercial bonding agent. Apply to cleaned
concrete Surfaces in accordance with the
printed instruction of the bonding material
manufacturer.
(4)
c. Epoxy bonding adhesive shall be applied in accordance
!'lith the manufacturer's recommendations.
5. Cold Weather Placing
a. Refer to Section 01500 - Part I.A.
b. Protect all concrete work from physical damage or
reduced strength which could be caused by freezi ng
actions or low temperatures, in compliance with the
requi rements of ACI 306 and as herein speci fied.
c. When the temperature of the surrounding air is
expected to be below 40 degrees Fahrenheit during
placing or within 24 hours thereafter, the
temperature of the plastic concrete, as placed, shall
be no lower than 55 degrees Fahrenheit for sections
less than 12 inches in any dimension nor 50 degrees
for any other section. Heat water and/or aggregate
in accordance with ACI 306. After initial 24 hours,
maintain temperature for curing purposes as specified
herei n.
d. Do not use frozen materials containing ice or snow.
Do not place concrete on frozen subgrade or on
subgrade containing frozen materials. Ascertain that
forms, reinforcing steel, and adjacent concrete
surfaces are entirely free of frost, snow, and ice
before placing concrete.
e. Do not use calcium chloride, salt, or other materials
containing antifreeze agents or chemical,
03300-10
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DIVISION 3
CONCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
accelerators, unless authorized in writing by the
Contracting Officer.
6. Hot Weather Placi ng
a. When hot weather conditions exist that would
seriously impair the quality and strength of
concrete, place concrete in compliance with ACI 305
and as herein specified.
b. Cool ingredients before mixing to maintain concrete
temperature at time of placement below 90 degrees
Fahrenheit. Mixing water may be chilled or chopped
ice may be used.
c. Cover reinforcing steel with water-soaked burlap if
it becomes too hot, so that the steel temperature
will not exceed the ambient air temperature
immedi ate ly before embedment in concrete.
d. Wet forms thoroughly before placing concrete.
e. Do not use retarding admixtures, unless otherwise
'accepted in mix desfgns. '
E. Joi nts
1. Construction Joints
a. Locate and install construction joints which are not
shown on the drawi ng so as not to impair strength and
appearance of the structure. Locate construction
joints, if not shown, only with approval of the
Contracting Officer and as follows:
(1) Provide kt;Ywqys at least 1-1/2 inch deep in all
construction joints in walls, slabs, and
bet\'/een walls and footi ngs.
(2) Place construction joints perpendicular to the
main reinforcement. Continue all reinforcement
across construction joints.
2. Expansion Joints: Locate expansion joints as shown on
the drawings. Recess 3/8 inch to receive silicone joint
sealant.
03300-11
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DIVISION 3 SECTION 03300
CONCRETE CAST-IN-PLACE CONCRETE
3. Waterstops: Waterstops shall be installed where
indicated on the draWings. Waterstops in walls shall be
spliced to waterstops in slabs. All splices and butt
joints in waterstops shall be heat fused as recommended
by the waterstop manufacturer.
F. Finish of Formed Surfaces
1~ Rough Form Finish
a. This includes formed concrete surfaces not exposed to
view in the finish work or covered by other
construction, unless otherwise shown or specified.
b. Provide as-cast rough form finish.
c. Standard rough form finish shall be the concrete
surface having the texture imparted by the fonn-
facing material used, with tie holes and defective
areas repaired and patched and all fins and other
projections exceeding 1/4 inch in height rubbed down
or ch i pped off.
2. Smooth Form Finish
a. This includes formed concrete surfaces exposed to
vi ew or to be covered with a coati ng materi al applied
directly to the concrete, or a covering material
bonded to the concrete, such as waterproofi ng,
dampproofing, painting, or other similar system.
b. Produce smooth form finish by selecting form
materials to impart a smooth, hard, uniform texture
, and arranging them orderly and symmetrically with a
minimum of seams. Repair and patch defective areas
with all fins or other projections completely removed
and smoothed.
C. All surfaces which may contact fish are to have a
smooth, magnesium trol'/eled finish or equivalent.
(1) All air holes are to be grouted in and rubbed,
for a smooth finish. All rough edges are to be
removed by chipping, grouting, and rubbing as
necessa ry.
03300-12
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DIVISION 3 SECTION 03300
CONCRETE CAST-IN-PLACE CONCRETE
3. Smooth Rubbed Finish
a. Provide smooth rubbed finish to all exposed concrete
surfaces which have received smooth form finish
treatment not later than the day after form removal.
b. Moi sten concrete surfaces and rub wi th carborundum
brick or other abrasive until a uniform color and
texture is produced. Do not apply cement grout other
than that created by the rubbing process. Voids
expos ed by rubbi ng and not bi 11 ed by gr out a re to be
treated as in 2.c.(1) above.
4. Related Unformed Surfaces
a. At tops of walls, horizontal offsets, and similar
unformed surfaces occurring adjacent to formed
surfaces, strike off smooth and finish with a texture
matchi ng the adjacent formed surfaces. Conti nue the
final surface treatment of formed surfaces uniformly
across the adjacent unformed surfaces, unless
otherwise shown.
S. Provide 3/4-inch chamfer at top of all exposed walls,
except where support angles are installed, and at exposed
vertical corners.
G. Exposed Monolithic Slab Finishes
1. Magnesium Troweled Finish: Apply trowel finish to
monolithic racewqy slabs and surfaces that are to be
exposed to view unless otherwise shown. The surface
shall fi rst be fl oat-finished. It shall next be power
troweled, and finally hand troweled. The first troweling
after power floating shall produce a smooth surface which
is relatively free from defects but which may still show
some trowel marks. Additional trowelings shall be done
by hand after the surface has hardened sufficiently. The
final troweling shall be done when a ringing sound is
produced as the trowel is moved over the surface. The
surface shall be thoroughly consolidated by the hand
troweling operations. Th~ finished surface shall be
essentially free from trowel marks, uniform in texture
and appearance, and shall be plane to a tolerance not
exceeding 1/8 inch in 10 feet. On surfaces intended to
support floor coverings, any defects of suffici.ent
03300-13
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DIVISION 3
CO NCRETE
SECTION 03300
CAST-IN-PLACE CONCRETE
sides and ends lapped at least 3 inches and
sealed by waterproof tape or adhesive.
Immediately repair any holes or tears during
the curing period using cover material and
waterproof tape.
d. Provide liquid membrane curing as follows:
(1) Apply the specified membrane-forming curing
compound to damp concrete surfaces as soon as
the water film has disappeared. Apply
uniformly in a 2-cost continuous operation by
power sprqy equiprrent in accordance with the
manufacturer's directions. Recoat areas which
are subjected to heavy rainfall within 3 hours
after initial application. Maintain the
continuity of the coating and repair damage to
the coat during the entire curing period.
(2) Do not use membrane curing compounds on
surfaces which are to be covered with a coating
material applied directly to the concrete or
with a covering material bonded to the
concrete, such as other concrete, liquid floor
hardener, waterproofing, dampproofing,
flooring, paintings, and other coatings and
finish materials. '.
e. Provide liquid curing-hardening compound as follows:
(1) Apply to horizontal surfaces when concrete is
dry to touch by means of power spray, hand
sprqy, or hand broom in accordance with
manufacturer's directions.
(2) Apply to vertical surfaces within 24 'hours
after forms are stripped and where fonn coating
other than oils have been used, in accordance
with manufacturer's directions.
3. Curing Unformed Surfaces: ~fter finishing operations
have been completed and as soon as marring of the
concrete will not occur, begin curing procedures and
continue for 7 days or until concrete has attained 70
percent of its compressive strength in accordance with
ACI 308.
03300-15
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TRANSPORTATION
Will
34.
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36.
37.
.311.
3Q.
tha p,.opo~al result In:
A oaner.:JtJon of a<.ldft'on~1 vflhlcuJar rnovcrnefll1
Effects on o>drtlng parkl,,!) facIlities or ~ dumand for new pifrk'n!j?
An rlOpl:lct on 6xlstlng transportation systems?
Altor'ottens -to proljent patt~rn5 of clrcu'lJI"'on or I/Il.wom,tint of pnople and "goorlso?
Altenrtlons to wQt~rbornlt. rilll. (JJ. air tra"'c7
M Increase In trnftlc haztJrds to motor vehicles, bicyclists, or ped&strlafl~1
[1
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EXPLANATION: See the addendum. A short term I mpact on ex I st I n>l transportat Ion systems
may result durIng the constructIon of the project due to the, movement of large
equIpment along exIsting roadways. However, exIstIng roadways affected by thIs
project to not currently ser.va sigliiflcant vehltulal' movemen,t.'
MITIGATIVE MEASURECS):
COU~TY ro-tlENTl S) :
PUBLIC SERV ICES
1'1111 the proposal helvo an affect upon or result In a nead for new or altered gOllernmental servJC:es In'l)ny of
tho followIng areas:
40. Flro pr~tectlon1 0 0 19
41. por fee . protect lon1 0 0 W
42. Schepis? 0 0 Bl
43. p,orks or other recrcat lona I 1.ell rtf.s7 [1 0 III
44. .....,Jntenanee of pub"e (filer II-tle-51 IncludIng roads 1 0 0 ~
45. Other C ldentl.fy ~.rvfe.): 0 0 In
EXPLNIATlON:"
MITIGATIVE MEASURECS):
COlJ/rrr ca~I[ljTlS): On I y two fire hydrants have been proposed a long Otto Street wh I ch Is
3,550 feet In length. The Jefferson County SubdIvisIon Ordinance requIres hydrant
placement at least every 600 feet In residential subdIvisions. There Is 1,600 feet
between the 2 proposed hydrant locat Ions on Otto StreE'L From the northern most
hydrant sIte there Is 1,950 feet along 01'1'0 Street wIth no proposed hydrants. There
are 700 feet along Florence Streot and 1,250 feet illong ElIzabeth Streot-WTti1no--
proposed hyr.rants. \~e onr.otlrage the placement of moro hydrants, at I east every
1,000 ,feet.
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PIWPOSAL
1'01,
WATCH LT Nr: r:X'1'LN~; rUN
CLCN COVL HI DUc;'!'/\ LAL PAI\J(
Biel Opening Tillie:
10:00 A.M., MiJI'ch
I ~J 8 3
'1'0: COllllllissionerc;
Jeffel'sOn County P.LJ.D.?I
J'cffersofl COUflty COul~t'llouse
Port Townsend, WA Y8JG8
Gent:10IJ1en:
PLl1'SlhlJlt tCJ dltd in ClJ/Up'_t ldllCU Willi Yl1iJt' TllVi I"dl It>Jl 10 Hjd
dnd /:111.: uth~r' dUCUJlll~lll~i f'l;~]dl'ill}l. lhl.:l'(~Lu, l'lll~ ul"Jt'~I':;i,gIJt;d !):i(ldl~r'l
hdv:in}', l!X']lIlill~d lh~ (~ontpdct p'ldn:; dill.! ~)I)(~('il~i.c'dl'j()l1:; dlld dC<JUdilll'l~d
hilll:;;e1f with tIlt: t(~I'JIl:J of ['ho ('Ollt"l'tlc1: dlld 1111: c:o!ll..lil'i.Oll:: drf'l.!(~tinlJ,
t)lt.~ l)l::rfoT'lnance ther'(~of, hl~('l~!)Y a.}_~r'L:C~S to (:()11~3t ('LJet: t.llt.: IlvJ"~I'tt..'f' 1~.l11t.:
[x"tension" project (CYfl the IJefr-eI'soll COllnty P.U.I), ill t,;tl'ict
confo'[l/fklnCe with the Dlans ,::IJld SP{:'c:ifil',-~lLi()IlS f(n'tllt.~ un:i t pr'ice~;
sut forth fOllowinR:
BIll SCIII~
Approx, lJlI,il
11(.!1II Quantity DescPLption Pr',lL:l~ Tot" 1
1. Lump Sum Clearrillg dJld
Cr'ubbing, CO/llJ)1 eti..: XXXXX ~;
2. 7,550 1..1'. la-inch I'VC
Water Line dnel
f'itt:ings, Tn Place :;;
----
3. 50 L.I'. 8-inch PVC
Water Line dlld
fit-tings, 'III Pl.::1Cl': :; ~;
'-'-
'I G ca. 10-inch CiJte Valve
d!ld Box, III Vldt;t.;! .' ,"
., -- '.'
5. ] l;~a . 8-inch Cd t(.~ V,tlv'e
clnd Box, ]11 P .Ld(~(~ ~. ,',
--- ,,' -----
G. ea. I'l!'e Hydr'''lit , C':ltu
Valve dncJ 130:< , L :i.'Il-~ ,
In Place $ ,',
---,--- '.' -.------
7. l Cd. Air'/Vilcuul/I Va lvc:.,:,
J n Plac0 ,', 0"
'.' -.----- ',' -.----
H. l ed. [How-Off, Tn 1"1 dC" ," ::;
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n
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l t"11I
AppI'ox.
Quantity
Descr>i.pl LO/l,
Unit
~
Tala L
9.
1,'100 C,Y.
Bank Run Gravel,
Tn Pldce
$
$
10.
955 S.Y.
PaV8f1l8nt f\epdir',
1/1 Place
~)
:~ "
','
$
11.
G 5 L. r.
lO-inch Cd~;.i.II!~
Pi,pe, Tn PLtce
TOTAL BASTC BID
I t is under'S lOOc! thdt the ilbovc j)Y'ice does not Inclucl~
Washington Sta.te Sdles TilX dnd that the Owner' will pay 'the
Contractor th~ appJ.icublc ~::;tdte Sdll~::'j '!'':lX.
The Bidder' dilye"" t:o complete all waf'k ilWill'ClecJ 'to him by
May 10, 19 U 3 .
The Bidder' ftn,.thefl agy'ees -to pay liquidated damages as
stilted in the l/lfof'IIIilrioI1 rOf' Hidder's,
If w'rit'ten notice of acceptdllce ur thL::; bid is /Ildiled,
telL:gr1dphed OP deliver'ed to the und~.r:3i.p>IH~d Hithin thirty
(3D) days after the datc> of the bids, Of' .'II' '''lyti.me 'thereafter'
bef()('e this bid is withdrdWII, the ulldu"'sigll(;~d dgY'e(;~S tha-t
BiddQp will executE: and ueliv(~r' d C011 Lr'dc~t, in .tile form at.tached
hU"f'i.: to dL: ref] ui cud by the con tr>(jet d0CUIlli.~llt~;, in decal'danoe
will. the biel dB dcceptec1, dnel thilt the Bi.d<1,,,' will I~ive
pC~r'f(lr-'lnrlnce bond~J as sp~ci fif~d wi th good dnd sufl:icierrt sUJ'ety
or' ~;lIl'eti~s, all within five ,(5) ddY~'j (uflll:~;n d .lOJ1P,CP per'iou
i~; ,d 1.o\-/c(1) aftfH' Lile pre::icr>ibecl ,fOr'IIl~1 dl'e prc~s(!Irt0d 'to the
Ulld{-!r':J igned Bidder' for s igrlatll'f'e.
1::llc:losed is securi,ty as
reClui'red CO!1f'; i~.Jt Lnf!, of
((:t~r'tITlecl Cllf:.~Ck'""";
iJilf1){)nd or' cd:~;hiet,I:; check) Li"l .the dlllOUllt ()f
which CLlllounL i~; not 18:::s thi..lll f l.Vt~
pe(.i~ent (S%) of the total bid.
'I'h~ Bidd(~r' ack!1owledges
tII11()1l!',h___
l'eC"LjJl' of ADOI~ND^ nUlllber
In /l..;uning the Clrot'clJu::ntil)n(~d Pl'iC0:;, i.t i,~:; llndl:!r'stood thllt
L/1i.~Y LIlClu(h::: all i tellls of IlLdt8r'.i.dl Cine! wur'k t"(~qtJ iY'L~d to complu tQ
lilt:, contl'dct in i1cccH'daIlce w.lth the: Dlclll:: and :;Dt.:ci.I'ication~',.
All 1II':lter''lal, iCljllls or :,.,el"'vice:.j lleqLl'i.11(~d l)y l.:he pldflS Clnd f.:>pecificlt-
l:.i.I)II:-j ~;lh,d.l be fUl'nisheu ,Ind placed wi III l-h(~ Utlt!t:::r'f;tdfldinp, thdt thu
flll'l cu~;t to the Ch..;ner' hc.u; bel}11 IIt8r'jl,c~cJ with t:lll~ price:3 narned ill the
UBi d Sc~l1L!dLlle."
'1'1", I'dr'1'y b'l whom this I,id i" ;J1.l1)/lIiI:r,,<i and by wholll th"
COllt.l,'dct will b~ entc.n'ccJ into in tile t:~Vi.~IIt" tile dWLlrcl i~-~ rnddQ LCJ
h.i III i~; ,
;L ('OI'fHJ rId L ion /par' Lnc-,: t'f-j hi pTlfi{Ti v icllJ:l1-r1i7(frc::tt e 'wrlTC1\)-:-croli7!~G u~:; i nu:: u
F-
r-',',.',.,~".
I'
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.,-. "/ ,.:" .;-11 :;'~~," ;_ ';,: .'.::. :"",",;:-:,___
~
o,~
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(
1. I ne :il200~ tap price will IJl'uviUe Lu Lhe pUl'chases a siqle sel'vice
line to provide WBLer to a single resieence, business or COnpBl'abla u:;uqe,
360<1-
3~O
~" the right of way.
~ of the purchases.
v 1\ .~ 2. The siz<l of the single service line will be deLermined by the anLici/.JUt"'J
~ /lu//le usage and will be no 10nI,Jer than ~uu'. rhis in also intundeU to make
\ =~~ slirvice available IIlm in plattE:d properties to the second block out from the
~ main. If SUCh a line will cross an unvacated right-of-way,a utility par
vr
It will also cover the cost of' I\Jhllll pl'ovidinl] //Ietered service in u "'eLul'
box at a location adjacent to the main line wmmwwUlWWW on either side of
~ressure reduction, if required, is the responsibility
mit must be proucred from the t.:ounty.
The purchaser must also comply with
cOunty standards for street cDossings.
line tnereafter is the responsibility of the purChaser.
3. The PUD will provide service to the meter; the installation of the service
4. If a purchaser does not want the tap installed at this time, the purchaser
and re-filling
will be billed for excavation Charges when tne tap is installed. The PUU re-
wai t will pay the mwtitilllUlllmW&Unmllllllwmllllll addi tional expense involved.
best price through IlIwltiple installations. A purchaser who does not want to
serves the right to schedule SUbsequent installation of tups to aChieVE: the
~. PurChasers of mote than one tap may pay for the taps over ~ime with interest
accruing at a rate of 9% per annum provided that:
,',
wi tn the datE< trle f-lUD accepts the water line und
al at least one tap is paiU for during each twelve month period beginning
bl tRot ul'tl!l. LI,~ f'~. ~t ..8~, a tap must be paid for before water sel'lIice
is provided.
6. Ihu basic tap is for a 1" sE<I'vice line. If requil'ed n'ydraulicolly Cl i"I''Iel'
service will be provioed wiLh Lne purcnu~er paying the increased meLel' couLs.
, . r rf" ',.. :
' , , " ','~' , .' , " "
'. , . -
' -', . , . I ' P
,....,,-
o
'1.>tl?
" l~J'i
A
'--<:r...;;./
7. If a l<lrger aClrvice line is required to provide 1II0re water, the periodic
Ch<lrges for water will be scaled up according the standard schedule fa Charges.
8. 1'01' persons whose lociJtion of service is t'<lrth8r from tile main th"n~~b(~
special <lrrangmen ta IOUS t be lO<lde. rheae a r r<lng"""nta will include:
a. waiting t'or the service lnstallation until adaitional lines 'Ire
provided through arrangments yet to be determined.
b. I~egotiation with the PUD t'or the installation of appropriately
sized lateral linee which must Oe conaistent with the evolving water service
needs andopportuni ties wi tnin Glen L:ove.
c. Installation by the purchaser of laterals approved in design and
Supervised in inatallation by the PUD~ /.,afoL. 'CJ '"'-\IV' Q.froc ~.{.
9. It must be all who fJu1'chase that they are guaranteed ,/'
sClrvice subject to the
ity of the water
InUlJIIlBlII that
and subject ~mm to the aOil-
it is anticipated and
will suffice t'or a
It is hoped that when the
their current w<lter contract, arrange_
Ulympic tir<lvity Water system within tt.El
growth.
piping can provide for more system
will come when storage will be required
The
costs must be borne by the users.
is true for a
10.
more money the
aCcumulates through the sale of taps, themore
funds iil be avaialoe for system growth.
er
e-
.0
19
ce
,ts.
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i{?~'!'t:-!::.\:'-io'i!it'Ui'~';)l:if.i~.....~~~~~;;;.~: ::,'~:':
o
o
Addendum No. 1
Page 2
4. Pipe and Fittinqs;
N'WA Section 72. Pil"" shall be suitable for a minimLUIl of
150 p:;i,
rt -
~.~
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WA'l'C)~ [,1 NI I,I'!JL~ICJJ'I
~LI;N CUVI. ~,!.!~~I,IL:,n(I;\L I'IIJ<I(,
Bill Uj.J'}11 j Jig TLul...:;
LO: OU 1\.1'1., 1\)" I I e
'J'{): i."C)/llJJI l::.itd.Ullut':;
J.,pj''''l''llOfl County P. U.II,
.Jl:{f~rlsoll County Cour' t'!llJlI:"i1 ,
POI't Town""nd, WA 9U:Jeu
C~1I tJ 81111.:JI:
o
I 'J 11:1
...',;;;;".;....M:,..;..,'.;;.;;~'.:::.:l;.;;~~;~:::.:,~"'.~~~.;";':;.::,"~<.;;;:;
r'lJf'tiUdnt to and ill CLIJIlI,lidJIl;C w.i'lll YUUI' lnvi.tcltion to JJjd
LlJJeJ UJt! otllt:!r~ dOCUltLcllh; L'u-Lctl ill~l, llll~r'(d:(i 1 1'1Jl..~ Ultd~r>~,;iglJl::c1 biddt:l',
IloV.i.llg eX:dlfl'in~ct tll~ I~Olltl.'dCt. IJldJ.:,i dill! ~;J:ll,'(~ i f;'iL~dl'iOll~-j clnd i1CqLld:illll~d
hiJH:';ulf with the.: tC('lJiU ot I Ill" (.~Glllt'dc:l dJIl! LJIL~ COIICL'itJOIlLi dff8c'ting
tht~ PC::J."fO'(llUdnCt tht::J.'\2oJ" J Ilcl'~IJY d~!,I'L:l.:::':'; l"u l~Oll::; l'I'LlCf the' "Wet'ter' Lille
J:xtL:/tsJon" project' j'UII t'Jh: JL:{II.:I"tiUfl CUllllty IJ,U.D, .if! str'i(~t
cnn(of'lIldnCe with Llll; uIdli:;; dllcJ ::.jJ',:c:if'icdl'iull::. fop l"JIl": urdt'pl-.:i.(!ut;
",;r l'or'th follow.lcll(:
I!l!.!-,~~I!l~:
Tt""1
~
Appr'ox,
l)Udlllity
Q~::":~5~tl.ll)!:_j.I:~
1.
LliJllp ~)lWI
t: U~dll i Il}/, dlj(l
(~JlulJbillgl L\.JIJllJlult.;
2.
'I , ~; 00 L, I' .
I.U- illell I'Ve
Water' Lint: 1.:1/1(/
r i I T inglJ) f 1I P1 aCt.;:
:1.
:.c.l 1..1 ,
Il-lllcll I've
\-Ji.J.LUf' I ,i'-Ii:: dlitJ
I'ittillg~:i, "ill ,P1Li.ce
I..
l, ~d,
lu-ill"ll 1;""" V.lIv"
dlld lie)},: J Tn Pldc8
.I l;d,
/l- i Iwll Gd I'" V", I. V,!
d!lCJ lJnx, ill [JldL:8
I,
'/ 1.::(-.1,
l''i.I't;: lIydl'dlll.1 (;,Jl:l::
Vdlvl~ dlld Bux, LiJIl~l
)" PT,re",
'/ ,
l.~ ,J ,
Ai.r1/Vc,tCUUJlI Va lvu,
In PLctcu
II,
:J t":w..
Blow-Ofl", III PLIC"
Ulli I;
Pl'icu
xxxxx
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1 ~aO
;:: ,!!'.J.i!,,_
, ") ~I"I()O
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a:>
$,-1~~
,,- 50
$ -L:?r-L~~
00
,__lf~,_
Q_ C/O
~ ___!1 p.~".'__
$ -,~~I~_--
00
:) -1]~ Lf.',~,
ot>
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"';';";"f"
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AppL'ox.
Quarrt i t:y
'I'ut,1 j
IJni,['
jll,j"",
!:>L::jc~r~:.!_~~!
,I.
'-' ,00
'''_.L~.,_,_
v::>
(; _--/// '!(),
1 . ',00 C, Y .
ISdn" 1{1I11 i :1'>1 v' I 1
III P I,ll'"
I.U.
9~5 S.Y.
1'"IV\:III' '[I I 1<':1"1 i 1',
I I I I'" I ' I l ~ \ '
q 5$..~
!,~-
11.
tiS L.r.
I () - i III II Cd ,I Jig
(I llJt.::, III P 1 dl~t:
6~ a?
~) ~Q::I,
ex'
:::j(J)~
:;; ----? J ,J, S5 ~___
TOTAl. IJAc;rC IJ.llJ
II: is Ulldl.:":~l'-lud tl'oll L'ill.: dhuvl.; Ill'il:' lhh~~'; lillI' llj(,~JudL:
Ha~hiflgton SI:,JLl'~ :,,_t.le~ 'J\1;": dlld tl'.:Lt till; thJIII:I' ~oJi 'II !h1Y t1t(~
Cont'''Jcto'p I"hl,.; dllld ll),dJit: :-:tdLl~ ~;o;.dl.:;ti 'I'dX.
'Clle Hiddt':l' di!.I't~t-;:~j Lu 1,~lJliljJ1L:ll: d II ";',1/'1\ ,n';,:.!l'dt..:d .tl) Ilj,1IJ J)y
f'j"y I !J', 1 ~ HI,
'l'l'l~ h iddl:I' luc'lJ'lt":I' ,lgr'UL::'; I,) p.IY l j 'Ill i ddL:L:d J.l/lI.q),l;:j d~j
:jL:Jl~:d 1/1 till: 1.1Iftil'IlldtiuIl J\)'j Hiddl;P:,j.
1'1 'vJJ'lll'':11 II,ll il~l; ur dC~:',:IJldlll_'~e ljl (Iii:; IJid i~j llld.l'tud,
tclt:gr",phutl nl' 111::livl;r'~d lu lLt.' UII(Il~I'~'ji!~IH~11 ItJitl,iJi tJlir'Ly
(:JCl) LI.IY:; cll'Lul' rll"; tl.ll:l.~ 'J! llil' bj,d~j) 01' .Il tiny liUlL~ LI1L:r'~dl (-(~l'
IJI.::t'Il!'L.: Clii:j biet i:, W.llIIUI'...:HJlI, lllL lllld\:I':,igJII~\1 ...I,!,J'l;:V:, ll\..ll
Bidd.:r' !'-Ji 1 J l'!^t:~-'lil(' drill du'lj Vt~1 d (~lJllll'd(:I, i'l till: l'lJl'lll dtt(H:JH~d
h"I't~r\) ,Itj l't:quoi"t:,J IIY Ilh'~ l~lJIIII'dl,:L \!UClllll.'III:;, jll .:IC'ClJI'd~lllC,~(:
wi III I-lIt: JJi.11 >1:.. '1':l.'I'pl~~i.lJ ,1111'1 llldl tllU ljidlll:~I' l.vi I 'I )J,jVl~
1"'I'I'II\llldJH~~ IJUII4..I:. d:, ~~pl'~::i i i_t:/J ~'Ji.th gouJ dJld :";l.Irricit-:~llt :';iUl"(~I'y
.ll' ',lll't'l jt.:~;, ":111 ItJlrJd'l (iVI.; (~j) (Ja,y:j (ullll.;:;:i d ,IUII)_J,t;'-' pl~r,'j()(j
I, dJ Ju\-Jl'd) dl tl:I' 1,111: Iq't.::'iCI,_ibt.:d r-()I\IIi:~i dl'l;~ IJI't;Ul~IILI:d lli tllH
j;'r':;jl',Jwd Bitldl'I> t.ll' :.iglidllJr'l~.
1.}1": I ,,,' ,,<I i"..l "" '''I' i 1 Y "" I ''''I'' i ","1 ",,' Ie' 1'" i 111'. "r~,~._,___---:-__
'-- 15 ~C\ -RlQtv-v.L ---,-__, ")'_"_' '____________- (''',"'[.1 :...' L~l clt"ck,
t; I IHlfnl 1,1(' t""-J:,j}ll""l.; l~lll~I~~, III lll~~ o;.lllll)UI,t ul' _~~~__
~JJt ~(;~It ,IIllOUIi'1 j b not 18SfJthdU [ J.Vl:!
1"''-'' 'l~ l'--r~. ~t.'r-:) ( I Ill;- "'l.\'~i-~:l-f I) L I.
Ill'
1)11', "/',11
Iii 101,. 1< 1\,'II1\-1 I, lljl,~,':j f'l!i:t:.: llJt l)f ADlJl.:NIJA llUJllbl~r'_--L_
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11.11.1111111,1' Jill: ,j11"I"'llll~ld:i\l/II!d !l1'iC:l;:':;, j, i::; ulldc'l"~_jtood '1:JLdl
111"11111, ,II ill'IIl:: "I 1l1.II'~r'idl dllU wur'l< I"~\IIJil'I~(1 10 COlllplL:I-1.'
Ill" :,)1111'.11" ill j':l,lll',I...llll;t: ~Jilll IJI,,~ p],III:J .llld :;Ul!(;'ili(~':'tl:L(jIlS.
t\1 I ill,lll~t j IJ, i 1<.'111:. .if' :H_:,,\,j'._'l::. I'~~'-Jui('l..:d llY !"Ill:: pldll:; IHld ~:;Ih:l..:i I'
11,,11:. ;I't\,ll I" tlll'Jli;;IIC\1 .11111 1,llll':U(J wi 1.1-1 1,111~ 1IIIlIL~j':it'.llldjn.L!, tll.11
llll! (>'l:.! I,. IIH~ ij"'JIll~!I' lid:, IIl.:t~JI flll.;:r')!.l~d willI 1.11~ pl'i(~l.!~_; Ihtlll(-.:U ill
"H i ,( ';('lil:du '1 t;, II
I'll" 1,.,1('1,/ 1"1 ~,Jldrll Illj~i Lid I;. :.;U1JIJlitll'\1 ,JIIIJ I.IY l,.-JIIOJlI tJll~
,'(,iII!.I'..I:l ~-Ji J I tH' l~lilt':r'l.~d ill!{) ill tlll~ l.~VI'111 lilt: .Hhl('\! i:..: 1(j..Id0 Lu
I: i :~', "i,; ""I', ;~i::;~,~fl~~~{~1i'ifTi'iliTrv-r;jij;jTTIil,ii'""-I"-;- '\il,i';~TI)'~-;j0TJ;ii""J;:,:; ""
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, @
'l'.__"~' Cot0~T Co ~c--
~ccaptdnce should be sent.
1 rU wh :tell ctdUPCBS Jlut.i Cv u I
COfrtl1dctOL"lJs HegistCd't.i.on Nt.). ___~~_.._~_~ 'f J 3> 7 - 0
_l!-=~,~I,_,CQ1LJS T Co 7Nc.,__,__._,
Ll.:~g":11 N.wlt, (J( P"I'~l)ll) rip/II Of' CV1'Pl)1',-lrJ(IJI
Uy __~j)~, Y}(f~~- ~
'[' L t 1e __'p->:::Xf6L~~: ' "
"
Std 1:" ~f1t:'!'~:I~~~~, :r~/~~~~~;:~;~~?~?e~
(Sedl - it' bie! it; by ~ CO{'pol'dl:ion)
Alle:; I:
Del t:~J a, l
'J'11Ls--..f:.,.._d<lY "I'
/IVJl.,'L
,
,19B,.
P-J
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~,. :', ",' '.' ",: ~'" ,";, :,..:-'..'. ':,'" ~ _" - ',-'7
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o
fUKM Uf UfU HUNU
11t:.:J."'8Wi.th filld dt.:!pot:j.i.r ill tilt:: 1.0('111 uf ~:1 _...__~_,_____.___~_..".~
(stutl; I,tJhethel' Ccl'Lifi~d L:Jll:!I.'k1 l.:d::i1I.iet,I:; chl.!ck UJ"'l bl.d bUild)) IUI'
Lhe cllllount of $ 1 \,Jll i (:11 i,lJllrJunt is 1I0t lC=Hs '[Ildll
five pet'cent (5%JUl"t:Tt;:,-i-;:,tdJ-l;i-:'I,
..--' .'-'-'--Srrgn"~t Lt, 'l:
U Iii 1I0ND
KNOW ALL MEN BY 'l'11r;~C I'J(r;~;r;N'I';
'J'lldt we, _..'LJJtiilllSIlillCllillL,.C1L...lI'lL ' _lS p,'ineipal,
and .-MRlCllli....SllIIE.5..'ltl.'iWUiNLE.J:Ol1I:illiY_'__' a~ ~~ur't,ty, dr'" hel(1 and
firlilly bound unto lhe J"rr"r'Cioll Coullly l',U,D. Ill, dfj Obligee, in
the p''''dl ::;UliI 01' ".EL~.L.eEIU;[tiT-Of._l1lI8UIf1lli1l:lLllLli~~-::---))ollat's, ro~'
the pdYlil"nc 0(' wi'. tch the Pro, I'" I pul ,uld ,:ui'ety l,Hnd lh"'liIselv,-,s, L1,,,u'
hi.::ir's) '8X..::CUtlLC'::J) ddlllL(d ~;tJ'dlid':;;) ::,;uCCttiSOl'S and at:iSip..IlE) joill"tly
and :;;evt;fpally) llY th0~H;: pr'~~H;:n t::;.
'I'h~ COlld.lti,(JlILJr tlli.:. ol,lit~LiliLlJl i~ ~.iucli thdt. iJ Li'lu l)bl.igue
8h,,11 IIlake <lny dw.lI'd 1.(, ll", I'" ill':; i I'd J 1,)(, --11JillJL.LINF EXTENSION (.il EN COVE
I f'illliS.Uill,\~ PAil K. PORT Imiliillill...Jlililiililil.lli'L_,_~--~__________--,~-.-
aCCO(\dlng .to tl18 tl:~'I"'lIII:3 of tlle pr'oj-Jd:3d.l 01' blU JIldcll~ by tlll: PJ'11ICJ,P':11
tll~r'efo!'e <.:ind tlld P('ilh~ip'.ll ::Jll.'.1J L duly IIklkl:.: Cilld tJllt\;~(' llltCf d contf'Cic't
wi n. tile Obligee ill dCCOl"ddllC'-' Iv i.'ltl lIk 1.',"IIlS of "'did P1'Op,''',;d'l ot' bid
dlHJ uWdc'tl dnu :.:.ih.;lll g.iv~ bUild 1'01' nlL~ LLilhful p(::I'rOJ:'ll1dlll..~l: LIIt.;:J"uof)
wLLIr ~:Ut'.HY or ~':ur",ti,-,s dPI'i'OV"eJ IJY tire: UIJ1ig,e8; 01', ii' the I'f'incipdl
~h(d.l in ca~)i~ 01 j:dilllP8 GO tu II()) p.IY dlld fo!'fej L to Lilt,: ulJli.gee
th" p"ndl dJIIOUloI: 0 f lhe c1epos LI' ',1'''0 Lfied in 1:he i"v i cd lion f01' bids,
th"" tlrif; olllig..Jt.ion shd11 b", null dnd vuiclj oth"f'wifll' it 8hdll be
;1.nd t"'8J1ldin in full fOl'Cd dIll! L:fClJC"l (tJ'HJ tilt: SUllety ::..:11.:.d 1 fur'thwith
pay alld fOi'feLt 10 the Uhlig",,", d'-' p"lId,lry ilnd liqujddl:.,,1 ddludged,
the dllluunt uJ thi" 1)C)[Icl.
SIGNED, :31:1\1.1:1) I\ND I)A'J'J;j) '1'llr~3 1st !lI\Y Of
April
19 83
VJM CONSTIlUCTION CO., INC.
Ily
prillcipctl
AM[RJCAN STATES INSUll^NCE COMPANY
l,/,/ ';ol "
By; /( ('<.' ;, "1/ \._://) l / lI(o'~
Ka rerllllomas------;\fto rney-::Cjij=r;ict
"'--~ir,~~~~
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l',~:':'~F,:':'.;,-, ,,:~. ,'.
, '. ! . ~I' . . 'i ". .'. .. _ _ . \~ \~. I
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GENERAL POWER OF AllORNEV
Al:neriCq@ States .lnSllrancec;rolllpan y
._ . INDlA~APOLlS, INDIANA
KNOW ALL MEN BY THESE PRESENTS, thJt Amcri,c,w St,)tl:~ In~ur"'f1Cl: ,Comp,my, iI CorpOt,ltlOll duly org.Jtllled ;JlHJ t:llstHlH
under the laws of the State of Indiana, und hilvlng It~ prlnc">'11 of lice In the City 01 IndJ,.l/wpolts. Indlanil. haw miJ(J~. con::.tltUled
and appointed, and does by these presenls makc, constitute Jrld appoint _
Kal'BCl r!'hOlllan
of Bellevue' ,_ and S''''e 01 vlashlngton
its true "nd lawful Attorney(sHn,fact, witll lull power iJnd .Jutl1orlly ,hereby conferred In its nJlJle, place und SleJd. to eJ.cclJtl::,
acknowledge and deliver any and all bonds, reco~nlJ:ilnct:s, contracts ollndcmlllty and other comJllional or oblll;:alUry U/l<.h:tl.lklllgS.
PROVIDED,
HEREUNDEH
CJ
-I~.
1-'-
I
HOVIEVEH , TIIA'I' rl'HE PENAL SUf1 Or' ANY SUCH INsrmU~:EN~' c'Xf':ClI'J'lill._ ~
, . N
SHALL NO'I' EXCEED PIVE HUIiQHED ~'I!OUS1\ND AND NO/lOOths,_C:2.2QQ.,.Q.OO. 00)
DOLLA
amJ to bind the CorporJtion ,thereby .:IS tuJly imd to Uw 5JI/lc c,(l(:lll a~ 1/ stich bonds were sign~d by the Pr~:jidenL 5~.J/cu With t,lll~
comnlon SCJI of the COrpOrJIlOfl and l1uly attc~lcd by lb St:t:rct;JfY, Ilcrd)~' r;1tdYI/1~ arid conluflHng <ill IllJI the 'S.;!ld r,tturl\t!~hl'I/I'
~~~~i6~a~.od7o oi;\~~e8~~L~~;C~j ~I~~~A~;~';~~J~' s~~\~~~~:>I~r~~~~u~~gl~J~~y,n~,~rIC~; r~~d~k~~ ,1~l~~.~::nt 10 .md by Julnorlty crantcd by
"The Chairman at Ihe Uoard, the:: President or .Iny Vict:.Prc:sldent sllJ/l llave power. by and with the cor:CutfCl1ce
with the Secrclary or any AS~lst~l/1t SectctoJtY of tilt: Cor~or<Jtlon, to apPOInt RiO!5idcnt Vice.PresldEnt$, Rc:slderlt
A'isistant Secretaflcs and AltCtJl~y::".n.Fdct i1S tHe buslnt::)~ oj tilt.: COtPOf~tlon /Ilay re'lllHe or, to i1uthOfllc <!r,y aile 01
such persons to e...ecutt:. on bellilll ot the COlpOriJtlon, i.:ny bonds, reCOlirlll<:nces, Stipulations and ur.'::l:tt(.!"U1C~.
whether by way of sure;:ty or OthCr\"'I~e"
IN WITNESS WHEHEOF. AfTltHICatl Statt:s In:iUrdnCC Company hilS CJusl:d these presents to be signed by its Vice.Ptc~ideflt.
attesled by its Assistant SecMarJ "no it> corporale seal 10 be heMo affixed Ihis 9 t h
A. o. \9--L8
day 01 July
AMERICAN STATES INSURANCE COI,IPANY
(SEAL)
AnEST,
Thomas r~. Ober
By
William M. Evans
Sl..'(ond vice.Prt:s,iccr'lt
Auilt4nt SIlCf~(4ry
STATE OF INOIANA } SS:
COUNTY Or MARION
On lhis 9th day 01 July
. A. 0., 19--7JL before me personally came
, to me known, who
bdng, by OliO! duly sworn, aCknowledged the execution at Ihe abOve InstrUlTll!nt and did depose and $dYi that he is Vlce.President of
Amcftcan SUItes lnsutO:lnce Company; that he knows the seal at sajd ,CorpOrJtll)fl; that the seal atlixed 10 Ow 5>i:ld instrument is
such corporah: seal; lhat it was so atllxed by order of tile Board 01 DHectors 01 ~ald CorporatlOfI; and that tie s:6ned tus n.I'TlC
William M. EVans
thereto by iike Order. And said Vl111iam M. Evans further said lh.Jt he b acquainted with. Thomas fl}. Ober
ana knows him to be th~ ASSistant Secretary at said Carpo/JlIan; and that he eAecuted the ilbove instrument.
Jan. la, 1981
Mt Commiuion E)lPue~
Linda J. Cannon
Notary Public
STATE OF INDIANA ~ SS
COUNTY OF MARION J :
I, 'l'hornas M. Ober , Ihe AS"'lonl Sec,elary of AMERICAN STATES INSURANCE COMPANY,
do hereby c.mlly that the abo"c iJnd foregOIng is oJ true ,111(1 corr~ct copy at a PC'o'icr of Attorn~y, executed by ~ald ,\MERICAN
STAIrS INSUHf,NCE COMPANY, which IS 5t111 111 lllll lorce dnd dlt.:ct. .
nlls CtrtlllCiJtc Oldy bl! 5.lgned ':lIld ~cdlcd by IclCslnlll1: 1H1Gcr and by tht! authOrity at tht.: foll00'IIn6 resolullon 01 Ow {Jodrd 01
DircClotS at Aml!rlc.<;n StJtes IllsurJnclJ Comp~ny <It J Ilh':C[Ii1t:: (1uly c<JlJed am.! held on ttllJ lSth d.ly of pt:ccmccf 1972.
"RESOLVED: Ttl.:H the use of a printed t",csimlle 01 tilt.! cGrporJtu 5t:lJI at thl:: W/1ll-hIfW dnd uf the 51gniJturc CI ':Hl A::'~I$Unt
SI:Cll:I.lr'f on any CertlflCJllOn olllle cortectnes~ of a COpy oj dn 1/l':llrun1<.!fll elt!l:ul~d by {flt: Prc:ildunl at J Vlce.Pt::i'dclll pl.r~lJ:lnl
(0 SectIOn 1,07 ur Illc Oy.L.,ws ;lpPl.llntllJti and dutllOflllng ,In ..\ttorr,uY'ln.F.ICt to sl;n 1(1 thl.! l1Jrnc .l~ld on bc::/l.JiI ~f tilt: r.ornp>lfl/
l:lUttity ,bO/IJJ~. IJrlderwflllnl: UndtHldklnt:~ or olher In5>lflHlh:rHS dt:~crlut!d in s<Jld Section ],OJ, wltllllkc tlh:ct as II such :ocal iJnd
~uch ~1t:nJtUtc hJd llt;cn manudlly alllJ.cd and lIIl:ldt~, herd)y I~ Ju(l\onlo::d .::nd 4'prOJ~d:' ~' l \
'In wltnc~s whtHcfJf, I ha...e hereunto set my hJnd and i.lITJAt!cJ tile seal of !l.lICJ Corpur~tkl/l, tillS
~PJ
(
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, A. 0" 19-"--
1'!t!.e::L
d.tl ()f _ ;,'
IH.All
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. : ,_:~.,~~~ ' '~: .': '1" 'i ': . ":'-',', '. ~ 1'1 . ~ '. -: ~~"::,_
"i;'~ ",,' '--,
"~S:~':';'~.2-=,--=__...,-,",,"_____,.,_~,_..~~.,,_,,_.._.
':~~:;, '
d~'.6;Jt~,\~::;:;.;j';;~i,~'"t:~iiLL~L~-L1L~:~:~:,i ~
CD
o
NON-COLLlJ~; ION 1\1'1' Ill/IV IT
.. --.._--,~---,-~-
:~'J'^'J'l: Of ~/^SIHNG'l'ON
s~
COUNTY OF JEffERSUN
t: V/'Vc.c:.J IJ...J}1fIZ21/f!CQ!JL..__, bc:ir1!~ f'ir-~t duly
swor'n, on hJ.s odrll say"
that the bid dbovo ouLJlIT'rtlid-f;~gL:r:luT7i8 and nut a sham Or' c~jflli:.i V~
'bid) 0(1 Ilklde in llll~ inl~l'l.~~il" Of' dll ~lJl:.dldl f ur Clny pef'SOIl nOl" tlll.:r'~,i/l
nam8d; and he fu('tlit..::f' Sl:t'y~:i lll.:d t'li~ sdid Liduupltas not di!'~ctly LH'
indirectly induL:iJd Of' :Jul ic::i cud ,lilY f.;idd~l\ on the dboV8 \JOI'k l)"
supplLt;s to pur i'l d Oll<.:ilH lJid) u(' ..:lJ1Y Cd:llel' pc('SOIl 0[1 c.:OflpOi'dtiun to
T'efp.::i.Ln froIII bic..ld'lng; d.111! tlldl scI,id Lil.Jdl.:r' llas Ilot iJl a.ny IIIdlllil:I'
SOUgllt by c<::d lusioll t~J ~l.;(':ln't.: to fl1 ,...tj~lf an ddvan.tq,ge OVer'
any oth~r' bJ.ddui" 01' ludduJ";. J
-~ ,fVl. G'),u ~ T ('t') r:<.Jc..
-1l.4,J., 21P:rl'-9.-
SldJ""I"ib",eJ dlld ',;\-IUI"II TO Il",UII'L: JIlL' rid,.; _,L.!:!~day or ~:f?J'(
J~ pi,
c, "::(';'-:L"(' I",.__./);I).".n","~'
Nl~'l:-.JJTOffjllbl ic in und for', tile -'S't:;Tl::
ul Wd:jllillf'~~~gn) ,('~sillillg dL___._____
"__ i.~71 I' I'll' -, ....-1. t: t
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A(;I<L:I:~ll;NT
TIlTS AGIU:l:NJ:NT AND CONTI<II'_'T, ".."Iv ""d ,"nL';l""j illL0 "I 1"11'1
'1'OWJi~j8I1d) Washingtun] lhi;';j ddY III llJ) 1.1,/
dilL! b~l"W~cll the ~J{'~fl'\.:I'~OII Cll'~iJ;-I'l-'II.LJ.I), 111--::lli~";ifiTcri)dl c~ol'dli\IJl)
[Jd!'ty uf the firlst: Pdt't.) dllll__'____,.___.'. __",.__H.___._
\11 ,'_.____.~__.____..._._._.__.
) l'dl'l y---;;[--i:hl1 tleCOlld Jldl'l.
WI'l'NE,;Sl:'I'II; 'I'll/IT WIILI<J:I\:" 1:1,<, ,.1<,11""",",11 C'HllILy I'.U.JJ. ill, l>"I'ly
of the fi('l~t Pdf'L IIc.L~ hl:!I":I"I'UI'I.:: C:~ll1Lil...:d l~o LJu pl"upu.!'~d uer:1ld"i1l IJlrlIIS)
tipec:i. fica1:ions J 11Ie" udill.\!, IIIV i.('.:.j't .iun I'll Ii ld, ^ddenda No. ____)
P.....oposa.l, AgllI;;H~JH~nl) p(:1III...H'III~tll~L: dnd 1-'.-IYlHGlll Bund) all attachl..::d
h~r'tJto, for its ()[loicc:t cllti tJ.ud (:It.:n Cov~ v-Jd'ter> Line
f:x[t;ns:lon J dfld ) party uT--
tll" s"cond paPt, dTd un 'th",------(j:'ly- Ill" ,19,
file with said Pdl'ty of tlie T1~l Pdl'C d P;l'op()sal l'O fUY1nlSh (:quTj)illent)
la.borl, ilia "tepidl dlld clppul'lelldHCus f01' CUII~:; t !"uct .Lon 0 f said pC'oj L:ut ciS
set fO'L't:h 'in the p].'lll~; dl)(J ~;;Jlt::cil;L(~dr-i()ns) .:-lnJ d!~pec:d as piJ.yrIlent
Lh"r'efop"che SUIIIS I' Lilly Sl,ll"d dllCj ","I ["('Ll, in th" proposal, and
\~lH:REJ\~, tilL:. :Jdic1 p.L,tll:;;, ~lHd ~"I,H~l;il'ic.-lLl(jllU dnd pr1oposd"J Cully
rtnd ilCcU'{lCllely ~~L.:1: fOI'tll hOC) dl.;~:i(:l':i,I.)~ Llll: tt:.:r'lIl'::': .:.tILt! conditions upon
which the Pd(.ty uJ rll~ S..:~(:tHld Jld,I'lpr'l)IJO~;(:G to fUl1llish sa,Ld equ,j plll...~nl.)
labo(l) lIla'te::f.idl drill dpl,H.1J'l:t:lldlIC(~~j (llld pl~r'(U!'JJl saiJ \.Jor'k, tugeth8r-'
with the lllo.1I1110!' dlld t:ilU~ oJ (lll'Hi~jll.illg ~'idllll:;
IT IS TIlL:!<l:I'()!([: AGI(J:L:li, Ii l'bL, LII,,!. ,,' copy ot' ~did specificdt i011:;,
\Jldll~:; dIHJ IJr'OI.lo::;d) fil...::lI ,I~ clrUl'.,~~.;d:i,d 011 l~llt';:. ddY of 1
19 , be .:1tl'dC}ll;~d lil~f'(;l'lJ .lilt! Till: ~;dllI8 do-lilil.l."f paFticul-;,7i~-
bL:c:oii;~~ rht:.~ d~JJ't::l.;;llIl:ll'l: .:Jnd conI l'd(~ l: by Ulld ht:'UVL:l~Jl tilt.:: par-ties hl~r'(:~ru
ill d.ll Ilkltt:~I\::j 6tncl L"hing:'i LI\l.:I',...:.Ln ~~t:.:t fOI'th arid descl'ibed dl1u f\lf"rhell,
111,,1 Ille ,I"rf"r'~un CouIIly 1'.lI.li. ill dllel 1.1,,,, party of thE: sec011,1 p,Il'I:,
fjl'l'I,~IJY .:lC:{~I..~I....l dlld dgl'C:~ Cd Llh': 1l1l'II1ti dlld cundition~3 of said DL'lll~; 1
',llt,('ificdtioll~j dill! IH'OI.JOs.l1 d::i fi.l~d d~j COJIIPLl.Jtely dS if said tl:l'JIl~;
dlloJ c'~(JJldit:L(dl::i ;llHl IjJ.:HI~'; vJ~I'l": Ih~r'L:'ill ~:l8t out. in full.
IN ~/['I'NI::;S ~JJtI:IU:Ul', [11/'(,,, (:,1) id<,r'LiNtl COUllc"'I'parTS 01- tlli,;
l:OnU'.:.ll-JI ) l~dt:11 of which :'i1lclLI, fOf' dll pUJ:-'I)OSe8 b~ d8emed an ol.jgilhll.
111"I'(:'ul, h'IVl': bt..:\,~n duly UX(:.:ul".l.~d liy the DCiL,.tiefJ hel'eirlbeforo Ildllh.::d Orl
tlle:.- do.JY dOc! Yl:;dj' i.n ttlt.: A~..l'~~lllt.:nl fil'>::;il alKlve wl1itl:en.
,IL:f'J'l:R~~UN COUNTY P.U.I), 1/1
. -l~oT['i'I{AC.'i'ljR-------
Il,/
Cl'lA T Rl'fAN
11,/ . _,._,.____. ____d_'___ .'________ _., .,__,
f\H' }J.:.!('ty of" tlh~ ~j~c()l\d Pdl'l
AL 1:"" L
Secrlct.:J.~ry------'"
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Q)J:IU'QJ(M/INCL: /1"!.!!.....I:!ln~J:!.:!' bO@
I<NOW ALL ~JJ~N BY '!'III::~I: 1'[,I"d'N'!'::; '1'1...1 ,.,10,,,.,,,-,,, 1I", ,I<,I lVI"'"''
CuuIlry I'.U.D. Ill, hilti ,1\'.11"",,1 I"
/"', ,,',~_~~~_':~~".-i;l~'i.:(;rik11?f~JU u L-~!);~i'l~l'~~d'
dS the Irpr..r.r:iC"ipclTi'~)Ji'.t-I',~i;"i ,
, \-11 i"i. I :')"t .l~,(ji)fFacr'-C:::()il:.TtGl:-~::-;:')' f'
IlivTTdflOJ1t.=U-BIJ~;--~-:.;-r:.7r:';'~'j ;'(',:d .'.1 ,II H I, I J 'd :;PL:(~ i f i cdl j Oll~, '1\~I..:IIIJ i I'd J
~;p~ci.fications clud P ldll~;, /\, 1'\.'IJlI~d l'I,,,pIJ:..d dnd ^t'J'12L:lIlt:.:f1!., rill
dtJ hereto attacl18cJ .:Htd Ill,III.. ,I jJ.II'1 Ill:J'(~ul, dlld Will":J'C:i.:lS, tidid
lJr'.lnc.lpal is f't:qui.('ud 11/1'11'1' ! tlV !'l,:f'lll:'; ul" ~~~d'id uontr'.:.tct l'u JUI'lIi:;11
C1 bond fO(1 th~ filithful l,l:I'!UJ'lIkIIICl..; 01" :C;d.i.d cOlltr'dcl:;
NOW, TrICIU:FOI(E, we III" I'" [I'" ipd I dliel
d, COJ'pUI'':'tl: JUJI, uI')~ani.z(!d '-J.f1d exi~lll'i'8.-ulldi..:I'
cind by vip'cue oft-i~-ldi""i~ "J tile, Stell'" "I' Wd::;hi Ilgtoll , and duly
dlll:hoC'iz.ed to <.10 iJ\lsilh~:.j:_j Lll lllu. :iL,i"I'l~ uf Wdtjld_JlgtoH l:Uj ~;;ur(~I'y)
ar'''' h",le! <me! lit'III[Y l"lUlld 11111.. Ill" ,J"I'I""tWf' County P.U.D. 1/1,
aod the Stat..:; or Vldti:ld.l1g1011, t(Jr' c1fld .if I LHdh.d.f of
.____.___,~.~,_... -in tl'll~::iLljli
of _______,______.____ _...___.__,_________-_D011dr.",
($ ), .la""ful 11I111h..:y 01' Llll~ LJni I'~d States, for till...:
PdYIII~f1t oP-wi7i(~E-::_il1Jl1 wt...:ll dlld LI'ul.y to tJ~ rlkld~) we bind oUC':';jl:lvl..::';,
out' licd.f'::', uxecut()f'S) ctdlll"ill'i:;t'I'd!:(J!':';) :;lll.:(e~~:;or's and Ci.tiDigll::J) jui.nt ty
ane! sc:ver'a11y, t'it'/lJl.y by ll/u:;" JH'''''''Ii'.
'1'111: (;UIWITlOI'1 01' '1'111,; OIlI..!CilTI.UN l.~; :~IJCII, I:J/.'11: if the abOVe'
bonded p!'illC~ip":'ll) ilLs Ul' it;; 11(:.ir':;) UXt':l'uL'OI':;, ddllljU.l::jtI'dt(l('S,
sucn(:~;~iOr'~j 1 dllLl ,.1:'::; i,gllL) :~JI,111 i 11 d 1'1 Iii i !I)},:j ~i tdnd t:o and db i.lk IJY,
clnd w~.Ll dflLl tr'u,[ y k~,:~p .;l/lll !1l..:t"LUJ'1l1 LIII~ L:dV01ll."lll-tS, cond.L ti,oll~J d/ld
dgfl(~C!Jllt~nt~J i'l tlh.' :,j,lid l.'ontJ'.'ll't.) dllll ;,;1\,111 l:ditllfu"Jly pef'f()I'llI d'll
The: UnLll,jflt..lking:..i, CUVl~II,IJll':l, 11'~r1lJl~,;) cOlldi.Lions .;;tnd agreelllenU-; ul .-lIlY
dltd <.111 duly clutIIUI,.iz8U Illndi]"'i.L:dl'i(JII~; uJ- ~jd.id cont'C'dc.t thiJt JIlay
h~l'~d(rer' ht:.: !1l~hll:, l;tt rill:: l.illlt~ dill! i.ll tJ\l; llldnltl~(' 1:I1~r'eifl specil'il"ll,
dncl ~jhdl.l i',-IY 0'111 I.dLhjf"I~J':j, IIIt:(:t\CtJlicri, ~;ub(~onl"("Ct(~'to"C's, ond llld.l(~I.i,_llllllll,
dlld ,I i I IH~r'~lclll:i wllu ~)II,-l.J.1 :~iUIJIJ J y :jul~11 I H":r'::.ull OJ' pc:('tions, 0,., SUIH:IJII~'
,[r'd(:tlJI'[;, \villl PI'l)VjSi.Oll~. .-IllcJ ~;jllpplil..::; 1"'or\ tht: Cdt''['ying Oil ur :;\JL~II
woc'h) l)11 l1i:J 'II' t-Ill.;:ill prIl'l, dll,J :jll.J11 i,lll_ll~lIlll:iry dud SdVt: JhJJ'J/II('~;:;
tilt. .J,dl'",..:;on C'.llllllY 1'.11.11. III .nill .I!!.dll::;; ,Hid ~;h,,11 fllf'I.:JlteJ' :;,.,v"
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LIST OF EXHIBITS
(Exhibits are grouped at the end of the Chapter to which they
refer)
Proposed Development (Chapter II)
Exhibit II-I Vicini ty Map
Exhibit 11-2 Property Ownership
Exhibit 11-3 Development Constraints
Exhibit 11-4 Hypothetical Sequence of Industrial
Development
Water Supply Alternatives (Chapter III)
Exhibit 111-1 Fire Flow Requirements
Exhibit 111-2 Existing Water Well Locations
Exhibit 111-3 Well Records
Exhibit 111-4 The Olympic Gravity Water System (O.G.W.S.)
Development of
Exhibit IV-l
Exhibit IV-2
Exhibit IV-3
Water System (Chapter IV)
Ultimate Water System Plan
Capital Cost of Water and Sewer Systems
Cost per Acre for Water and Sewer Facilities
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Grateful acknowledgement is extended to the representatives
of all the organizations named above for their time, assistance
and interest prOVided to the project.
C. Findings
The principal findings of the study are described below.
The locations in the report of details concerning each finding
are indicated in parentheses.
1. The Glen Cove area bas been identified as a suitable
site for industrial development. Due to a number of
factors, development will occur at a gradual pace, per-
haps extending over a 30- to 40-Year period (Pages rr-
4, 5).
2. At the level of development expected in the Glen Cove
area, water demand could reach an average of 1.0
million gallons per day (Page rrr-2).
3. With the exception of the Crown Zellerbach mill, and
properties adjacent to the Port Townsend City boundary,
existing developments within the area rely upon local
wells for water SUPply. Examination of well records
does not indicate that wells can offer a reliable,
cost-effective source to meet the needs of the proposed
industrial development. (Page rrr-5).
4. The City of Port Townsend water system can prOVide
service to areas which are sufficiently lOW-lying that
the City's reservoir prOVides adequate pressure. Above
elevation 160, water pressure would be less than de-
sired, and above elevation 200, would be inadequate to
prOVide more than minimal fire protection. (Page rrr-6).
r-3
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8. Water could be supplied through a 6-inch connection to
the Olympic pipeline and piped directly to the prop-
erties in the initial development area. Fire protec-
tion would be limited (to a nominal 500 gpm) until
storage is constructed in the course of expanding the
water system. At an estimated capital cost of approxi-
mately $160,000, service could be provided to an
initial benefit area of 30 acres at an acceptable
capital cost per acre. (Page IV-8).
9. If storage is provided in an initial water system fed
from the Olympic pipeline, the volume should be a mini-
mum of 250,000 gallons, in order to provide a desirable
level of fire protection. This increases substantially
the cost of the system. Service to an area of 300 -
400 developable acres could be provided at a cost of
approximately $5,600 - 5,800 per acre. (Pages IV-4,
5) .
10 As development proceeds, it will be necessary to
install sewers and a treatment plant to serve the area,
at a cost of approximately $4,500 per acre. (Pages IV-
6, 8).
11. The two keys to the viability of a water system for the
Glen Cove area are:
i) The negotiation of an agreement with the City of
Port Townsend for the purchase of water from the
Olympic pipeline, for flows up to 700 gpm. The
City would have to amend the Crown Zellerbach
lease agreement in order to enter into such an
agreement. (Pages 111-7, V-2).
1-5
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CHAPTER II
PROPOSED DEVELOPMENT
A. Description of Site
The Glen Cove Industrial Area consists of approximately
1,000 acres south of Port Townsend, on which industrial develop-
ment is contemplated. The area was designated as "Industrial
Area" on the Optimum Land Use Map incorporated in the 1979
Jefferson County Comprehensive Plan. The area is in mixed
private ownership, and includes access to the waterfront.
Several properties contain existing development, including the
Crown Zellerbach kraft paper mill and disposal area; a residen-
tial area; and storage, oil distribution, and boat yards. A
general map of the area is shown in Exhibit II-I.
The area considered is located in Sections 15, 16, 21 and 22
of Township 30N, Range 1W. Portions in the NW corner of Section
16 are excluded, in the vicinity of Discovery Road. Also, at
this time, the southern half of Sections 21 and 22 has not been
included. The site is traversed by Highway 20; the Seattle and
North Coast Railroad (ex Milwaukee Road) and a corridor accommo-
dating the Olympic pipeline and a Puget Power transmission line.
There are several large landholdings within the area.
Owners of parcels larger than 40 acres include Crown Zellerbach,
R.R. Workman and Janis Bulis. These and other landholdings in
excess of 10 acres are shown on Exhibit 11-2. Much of the area
has been subdivided or platted into small parcels, many of which
have been resold. Areas in which landholdings are less than 10
acres are shown shaded on Exhibit 11-2.
Within the study area, elevations range from sea level to
300 feet above MSL. The terrain is flat in the vicinity of the
Crown Zellerbach mill, has steep bluffs along the shoreline north
II-I
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of the mill and south of Glen Cove, and includes a substantial
area of flat to gently-sloping ground in the western and
southwestern portions of the site, between elevations 160-240 and
300. Steeper slopes, in the range 10-20 percent, are encountered
in the form of a shallow bowl separating the higher ground from
the flats around the mill area.
With the exception of the mill, development is scattered and
limited in extent. Paved roads lead to the mill and the residen-
tial area southwest of the mill. Elsewhere roads are less well
developed. Local wells and septic tanks provide water and sani-
tary waste facilities for isolated developments. The mill has a
supply of water from the Olympic pipeline, and an on-site sewage
and wastewater treatment plant.
B. Physical Factors Influencing Development
Exhibit 11-3 summarizes graphically several factors which
will constrain the pattern and rate of industrial development
within the study area. These include:
Existing facilities
Terrain
Suitability of soils
Existing facilities include Highway 20; the railroad; the
pipeline/power line corridor; the Glen Cove residential area; the
C-Z mill area; the C-Z disposal area (north of the State Park);
and the State Park. The transportation corridors, the State
Park, and the mill are considered as permanent commitments of
land area which will preclude any alternative use. Uses such as
the residential area and the disposal site are recognized as
precluding development in the short and intermediate term (25-30
years) but not necessarily permanent commitments.
II-2
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1980 2000
Ci ty population 6,100 10,300
Tri-Area population 2,400 5,750
Quimper Peninsula population 800 4,150
Subtotal 9,300 20,200
Workforce at 1/2.5 ~ 8,100
2020
15,000
8,500
6,000
29,500
~
The table indicates a 4,400 increase in the workforce in a 20-
year period, and an "Ultim17te" increase of 8,100. A substantial
proportion of this added workforce would find employment in new
facilities located in the Glen Cove Industrial Area.
Typical employment densities to be expected in commercial
and industrial development areas are as follows (information
provided by Mr. David Goldsmith, Jefferson County Planning
Director) :
Heavy Industrial
Industrial Park
Light Industrial
6 employees/acre
16 employees/acre
22 employees/acre
Considering that land within the industrial park offers good
access and ample area, activities with a low employment density
will find the location attractive. A mix of uses, including bulk
storage, mini-storage, manufacturing, boat building, food
processing, etc., could produce an average employment density in
the range 8-10 employees/acre. If 60-70 percent of the employ-
ment increase is accommodated in the Glen Cove area, 260-380
acres could be expected to be developed by the year 2000, and a
total of 500-700 acres by the time that Port Townsend's "ulti-
mate" population has been reached.
II-5
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SCALE IN FEET
2000
I
VICINITY MAP
Ell
Olen Cove Wate, Supply
HOSEY & ASSOCIATES
Exhibit 11-1
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LEGEND
rzJ Solll Unlultabla For Saptlc Tank Drain Flalda
VV\tvt Sleep Slopea (Over 20")
~ Realdentlal Area
!IIllIJ] C-Z Oparatlona Areu
.Wi' alaI. Park
1000
~
o 1000
..J '
SCALE IN FEET
2000
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DEVELOPMENT CONSTRAINTS
HOSEY & ASSOCIATES
Gf.n Cove Waler Supply
ExhibIt 11-3
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DEVELOPMENT STAGE
1 & 3
2
..
II
Deleyed
TOTAL
1000
b
2000
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NET ,'CRES
280
80
130
80
200
7110
o 1000
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SCALE IN FEET
m
HYPOTHETICAL SEQUENCE
OF INDUSTRIAL DEVELOPMENT
Olen Cove We'er Supply
HOSEY & ASSOCIATES
Exhibit 11-4
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CHAPTER I II
WATER SUPPLY ALTERNATIVES
A. Criteria for Water System Design
The water system to an area must be capable of providing a
reliable supply of water, sufficient to meet peak demands, at an
adequate service pressure. In addition, the system should be
capable of delivering the amount of flow required to assure fire
protection measures appropriate to the scale of the facilities
constructed. In many cases, the maximum flow for which the sys-
tem must be designed is that required to satisfy the fire protec-
tion criteria. However, the required pressure for normal supply
may also be critical.
Water Consumption:
Historical water consumption within the City of Port Town-
send was described in the Mayor's 1981 Water System Status
Report. Average daily consumption in 1980 was 0.62 million
gallons, equivalent to 103 gallons per capita per day (gpcd).
Port Townsend's water users are mostly residential, with some
commercial and light industrial uses. Peak day consumption was
recorded as 2.4 times the annual average rate in 1974; the peak
7-day demand in 1981 reached 1.6 times the average rate.
In the Glen Cove Industrial Area, average demand and peak
consumption rates will be influenced by the nature of the devel-
opment. In a recent study, the following consumption rates were
used to forecast demand in the City of Seattle in the year 1990:
Single family residence
(At 2.8 persons per household)
Average annual
demand (gal/day)
316
(113 gpcd)
III-l
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City Lake holds approximately 100 million gallons (mg) of
usable storage. Water is first metered and chlorinated as it
leaves the lake, and then flows by gravity through a 3D-inch
steel pipeline towards the City. A metered 6-inch branch line at
Four Corners taps water from the transmission line for service to
the Tri-Cities area of Irondale, Hadlock, Chimacum, and to points
east. Approximately 3 miles further north, a metered 20-inch
branch line diverts flow to the Crown Zellerbach mill, which is
located just south of the City limits. The 3D-inch transmission
line is again metered immediately north of the Crown Zellerbach
branch. The line is reduced to 16-inch diameter at this point,
and is then incorporated into the City's water distribution grid
The overall layout of the supply, known as the Olympic Gravity
Water System, or O.G.W.S., is shown in Exhibit III-4.
The O.G.W.S. is owned by the City of Port Townsend, and
improvements over the years have been made using the proceeds of
municipal bonds issued by the City. A lease agreement is in
effect between the City and Crown Zellerbach, the user of the
majority of the water delivered by the O.G.W.S. The current
agreement dates from 1956, and expires in the year 2000. It
provides for maintenance and operation of the system by Crown,
and lease payments sufficient to cover annual bond debt serv-
ice. As lessee, Crown has control over proposed actions which
would modify or affect the operation of the pipeline. Connection
of a new branch supply to serve the Glen Cove area would require
that the City seek Crown's approval by means of a modification to
the lease agreement.
The O.G.W.S. is operated so as to keep the pressure at the
C-Z mill relatively uniform. Under the highest flow conditions
contemplated, pressure in the pipeline in the Glen Cove area
would be equivalent to a head of 430 feet above MSL. Under
lesser flows, the pressure could be higher. This pressure would
be more than adequate to supply properties within the proposed
industrial area.
I II-7
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Wells, on the other hand, are unlikely to have an adequate yield
to serve the area, and would incur substantial operating costs
for pumping and treatment.
Water from the O.G.W.S. could reach properties in the Glen
Cove area either through the City of Port Townsend water system,
or by means of a direct branch from the pipeline. The City sys-
tem offers the reliability inherent in a distribution system with
ample storage, but is limited in the extent of the area which can
be fed without the assistance of booster pumps. A direct branch
from the Olympic pipeline would have sufficient pressure to serve
the highest properties within the proposed industrial area.
Without the provision of storage, supply would be subject to
interruption in the event of damage or maintenance to the pipe-
line. In addition, the maximum flow drawn from the O.G.W.S.
would be subject to a limit which, in the absence of storage,
would affect the degree of fire protection which could be pro-
vided.
Consideration of factors described above favors supply of
the Glen Cove area from dual sources. Properties in the north,
below elevation 160, can be reliably served from the City sys-
tem. In the south, the properties at higher level should be
supplied from the O.G.W.S. As development proceedS, the high-
level supply will warrant the provision of storage to improve its
reliability and fire protection capability.
III-9
FIRE FLOW REQUIREMENTS
The following table lists the floor area of buildings which
can be protected if the water supply is capable of delivering the
indicated flow.
Available
Fire Flow
(gpm)
500
1,000
Building Floor Area (Sq.Feet)
Ordinary Fire-Resistive
Construction Construction
1,200 3,300
3,900 10,900
8,200 22,700
13,900 38,700
21,300 59,000
30,100 83,700
1,500
2,000
2,500
3,000
NOTES:
1. If building is completely protected with automatic
sprinkler equipment, the protected floor area can be
2 X area shown
2. Required duration of fire flow:
Up to 2,500 gpm: 2 hours;
2500-3000 gpm: 3 hours
3. If the distance to an adjacent building is less than
150 feet, the required fire flow will be higher than
the amount tabulated above.
SOURCE: "Guide for Determination of Required Fire Flow",
"Grading Schedule for Municipal Fire Protection", Insurance
Services Office (ISO) New York, 1974
EEl
FIRE FLOW REQUIREMENTS
Glen Cove WeIer Supply
HOSEY & ASSOCIATES
Exhibit 111-1
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1000 2000 EXISTING WATER
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SCALE IN FEET
ExhIbIt 111-2
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WELL RECORDS
m Glen Cove Waler Supply
HOSEY & ASSOCIATES Exhibit 111-3
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B. Water System Design
The layout of a water system which could serve the ultimate
development in the Glen Cove area is shown in Exhibit IV-I. The
network of distribution mains would consist of 8-inch and 12-inch
diameter lines spaced at approximately 1,000 feet throughout the
developed area. The actual layout would be established in con-
junction with the alignment of road access throughout the area.
Although the adopted layout is likely to differ considerably from
the pattern shown, the overall quantity of piping required for
the distribution system is a representative amount. The layout
of the distribution system allows for incremental construction as
development of the industrial area proceeds. It is important in
this process that mains laid in the early stages of construction
be sized for the requirements of the ultimate system, to avoid
the need for their abandonment or replacement at a later date as
the system is expanded.
The layout of the distribution system shown provides for
supply from the City system through connections at the city
limits, and the supply from the O.G.W.S. to a reservoir to be
located on high ground west of the State Park. In normal opera-
tion, the service areas fed from the two supplies should be
separated, and would represent lower and higher pressure zones,
respectively. Connecting valves between the two zones would be
provided, but would be opened only in case of emergency, or in
connection with maintenance or testing activity.
The reservoir would be sized to provide:
(a) Fire flow storage: For the ultimate development, a
fire flow requirement of 3,000 gpm is assumed, for
which the required duration is 3 hours.
IV-2
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(b) Peak demand storage, an allowance of 25 percent of
estimated peak day consumption.
(c) Emergency storage, to cover interruptions in supply of
12-24 hours.
The above are minimum requirements. Many water agencies have a
policy of constructing storage in excess of these requirements,
as an additional provision against emergencies, and to meet long-
range needs. At Glen Cove, the storage would be for the needs of
the high-level pressure zone, constituting perhaps 60 percent of
the area ultimately to be developed. Using the guidelines above,
storage in the order of 1 million gallons would be required.
Storage in excess of this amount could be viewed as a benefit to
a wider area than Glen Cove, and including the City's system.
For the characteristics of the site, the preferred configu-
ration for the storage reservoir is a standpipe. The reservoir
is in the shape of a tall, relatively slender tank. The height
provides the required service pressure, since in normal opera-
tion, only the upper part of the storage is in active use, the
remainder serving as the reserve for fire and emergency use. The
cost of a standpipe is appreciably less than that of an elevated
tank of comparable capacity. A ground-level reservoir of conven-
tional shape, i.e. of large diameter and modest height, would
cost less, but would be unable to provide a high enough water
surface elevation.
C. Incremental Development
The proposed water system lends itself to construction in
stages, so that the capital investment in water facilities would
be incurred in step with the expansion of the industrial develop-
ment.
IV-3
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fed from the O.G.W.S. and the supply from the reservoir
would be connected to the eXisting lines constructed in
Stage 1. The storage would provide for fire flows of
1,000-1,250 gpm, alloWing development of larger build-
ings. The elevation of the reservoir would provide
adequate service pressure to properties below elevation
260, without the need for booster pumping.
4. Mains connected to the CitY-fed system could be
extended to serve development in the SW 1/4 and SE 1/4
of Section 16, below elevation 160. Alternatively,
these areas could be served by expansion of the high-
level system. In addition, service from the City sys-
tem would be extended to serve the area north of the
Crown Zellerbach mill.
5. Completion of the supply facilities to serve the re-
maining properties in the southern portion of the
industrial area could be implemented in a series of
steps, or a single expansion project. Storage would be
increased by the provision of a 1 million gallon stand-
pipe with a maximum water surface elevation of 390-
400. This storage would support 3,000 gpm fire
flows. An emergency connection with the City system
could be provided, to enhance the reliability of both
systems.
The timing of the construction of storage will depend not
only on the needs of the system for augmented peak flow capa-
bility and fire flows, but on economic factors. Construction of
distribution mains involves a capital cost roughly proportionate
to the area served. On the other hand, a storage reservoir calls
for a relatively large one-time investment, which contributes to
the performance capabili ty of the ultimate system. The construc-
tion and financing of storage should be arranged so that the cost
IV-5
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A construction contingency was included in the estimates.
The primary purpose of this contingency is to cover costs of
design features not known at this time. It was assumed that the
majority of the pipe will be constructed before street paving
takes place. Consequently, only a limited amount of restoration
is included in the contingency.
The estimated capital cost of providing water and sewer
systems throughout the Glen Cove area is shown graphically in
Exhibit IV-2. The charts show estimated cost (in 1982 dollars)
plotted against the area in acres to which each system extends.
Discontinuities in the water system cost curve mark the stages at
which storage is constructed. The combined cost of water and
sewer systems as a function of area served is shown in Exhibit
IV-3. The plot is made on a log:log grid in order to allow the
unit cost ($/acre) to be presented more clearly.
It can be seen from Exhibit IV-3 that the combined cost of
the water and sewer utility systems averages ut least $10,000 per
acre, and may cost more than this if the area supporting an
increment of development is not well proportioned with respect to
the investment required. Of the total cost, approximately half
is attributable to the water supply system. For the ultimate
area considered for industrial development, the estimated cost,
in 1982 dollars, of providing the facilities for water supply is
$4,332,000. The sewer system, an effluent treatment plant, and
an outfall, would cost an additional $3,375,000, for a total of
$7,707,000, or approximately $10,300 per developable net acre
($5,800 for water; $4,500 for sewer). If the development reaches
500 acres, the unit cost is estimated at approximately $11,300
per acre.
An estimate was also made of the cost of the minimum initial
system to be constructed. This would cost an estimated $157,000
and would serve an area of approximately 30 acres.
IV-8
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E. Operation and Maintenance Costs
The provision of water to the Glen Cove area will require
that water users pay for the cost of capital improvements re-
quired to construct the system, and pay charges for water service
sufficient to cover the operation, maintenance and administration
of the system. Customers of the City of Port Townsend's system
pay a monthly charge computed as follows:
First 8,000 gallons
Next 1,000 gallons
Next 1,000 gallons
Each add'l 1,000 gallons
$6.00
0.60
0.30
0.21
For accounts consuming over 10,000 gallons monthly, this
tariff is equivalent to an annual payment of $57.60, plus a
charge of 21 cents per 1,000 gallons of water used.
Records for 1980 operation of the Port Townsend system
indicate water expenditures of $382,901, eXCluding debt service,
and an estimated annual consumption, excluding the C-Z mill
supply, of 380 million gallons. This amounts to a production and
distribution cost of $I,008/mg ($1.01 per 1,000 gallons). Of
this amount, 25 percent is attributable to overhead; 19 percent
to distribution and consumer-related expenses; 16 percent to
treatment and pumping costs related to well supplies; and 40
percent to depreciation and taxes. Average production costs
attributable to a wholesale water supply should be less than half
the total amount, or 50 cents per 1,000 gallons. As the output
of the water system is increased, the unit cost can be expected
to decrease.
If the City elects to serve water users in the low-lying
area at the north of the Glen Cove industrial development, water
charges would be assessed in accordance with the City's tariff.
In areas in which the P.U.D. offers water service, charges will
IV-9
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WATER SUPPLY
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NET ACRES SERVED
SEWER
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CAPITAL COST OF
WATER AND SEWER SYSTEMS
Glen 90ve Weier aupply
HOSEY & ASSOCIATES
Exhibit IV - 2
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COST PER ACRE FOR
WATER & SEWER FACILITIES
Olen Cove We'er Supply
HOSEY & ASSOCIATES
Exhibit IV-3
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AD','"
CONTACT PERMIT
Date:
March 1, 1977
For and in consideration of an annual rental of Four and no/100 dollars,
payable annually in advance beginning January 1, 1977, PUBLIC UTILITY DISTRICT
NO. 1 OF GRAYS HARBOR COUNTY, WASHINGTON, hereinafter referred to as the li-
censor, does hereby grant to JEFFERSON COUNTY, hereinafter referred to as the
licensee, permission to attach wires and/or cables, with the crossarm, pins,
brackets and fixtures necessary therefor, on poles of the licensor as herein-
after described.
It is understood and agreed that the attachments made in accordance
with the permission herein granted shall remain the property of the licensee,
and that thia permit in no wise grants any ownership in the poles of the licensor.
Licensee covenants and agrees to hold licensor harmless from any and
all damages, claims, costs and liabilities which may in anywise come against li-
censor by reason of injury to persons, including employees of licensor, or
damage to property caused by or resulting from the construction, operations,
maintenance or repair of said triplex cable connection, said harmless provision
shall extend to any loss to licensee and its equipment caused by any act or
omission to act by licensor or its employees or agents.
This permit may be terminated by either party on thirty days' notice.
JEFFERSON COUNTY
(Licensee)
BY~4.-~
DIRECTOR, DEPT, OF PU8L1C W~RKS
CaUr';TY E;), i'E'eR
=t.I5F~~S=S1 ~ ('=-':;C=;\I-=r'l C:GGL~.tfHuUSE
PORT TOWNSEND, Wf\ 98368
Map No. ~
Pole Contacted: Q-62/42
PUBLIC UTILITY DISTRICT NO. 1 OF
~~O:
General Manag~ MAR
1 4 1977
= = = = = = = = =
= = = = = = = = = = = c = ~
::II =: = = = =
Summary of Total Contacts under this Permit:
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the industry. When requested by the County Engineer, the manner of
excavation, construction installation, backfill and the type and
size of temporary structures, including traffic turnouts, road
obstructions, etc., shall be submitted for approval. The grantee
shall pay to the county the actual cost and expenses incurred in the
examination, necessary inspection and supervision of such work granted
by the permit and done by the grantee or by an independent contractor
under the franchise of the grantee. In emergency situations, the
grantee may proceed to meet the emergency and then file its appli-
cation for permit to do work.
Section 7. The grantee, its successors or assigns, shall
commence construction under such permit granted by the County Engineer
within the time period stated in such permit and shall have completed
and have in operation such portion of the system of improvements as
may be specified in such permit or the rights therein conferred upon
the grantee shall cease and terminate insofar as unoccupied streets,
roads, etc., are concerned.
Section 8. The grantee shall leave all streets, avenues,
alleys, roads, highways, rights-of-way and other county properties,
after laying and installing mains and doing construction work, making
repairs to equipment, etc., in as good and safe condition in all
respects as they were before the commencement of such work by the
grantee, its agents or contractors, and all recorded monuments which
have been disturbed or displaced by the work shall be reset to the
specifications and approval of the County Engineer.
In case of any damage to said streets, avenues, alleys, roads,
highways, rights-of-way or other county properties, or to paved or
surfaced roadways, turn-outs, gutters, ditches, wood or concrete walks,
drain pipes, hand or embankment rails, bridges, trestles, wharves,
landings or mounuments by the grantee, the said grantee agrees to
repair such damage at the earliest time possible and at its own cost
and expense.
When the County Engineer determines that an emergency situ-
ation does exist, he may order and have done any and all work considered
necessary to restore to a safe condition any such street, avenue, alley,
road, highway, right-of-way or other county property left by the grantee
or agents in a condition dangerous to life or property. He may cause
to be replaced or reset recorded monuments if a grantee fails to
replace or reset same within a reasonable time after completion of
construction. The grantee, upon demand, shall pay to the county all
costs of such construction or repair and of doing such owrk.
Section 9. The grantee, its successors or assigns, shall
protect, indemnify and save harmless Jefferson County from all claims,
actions or damages of every kind and description which may accrue to,
or be suffered by, any person or persons, corporation or property by
r.eason of any faulty construction, defective material or equipment
operation or by the improper occupation of said rights-of-way or other
county properties by the said grantee or by reason of the negligent,
improper or faulty manner of safeguarding any excavation, temporary
Page 3
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turnouts or other operations by the grantee related to its facili-
ties located on, over, or under said streets, avenues, alleys, roads,
highways, rights-of-way or other county properties as hereinbefore
designated, or for any other negligent acts or omissions on the part
of grantee, and in case that suit or action is brought against the
said county for damage arising out of, or by reason of, any of the
above-mentioned causes, the grantee, its successors or assigns shall,
upon notice to it of the commencement of said action, defend the same
at its sole cost and expense, and in case judgment shall be rendered
against Jefferson County in such suit or action, shall fully satisfy
said judgment within ninety (90) days after the suit or action shall
have been finally determined, if determined adversely to Jefferson
County.
PROVIDED, that the grantee herein, its successors or assigns
shall have the right to employ its own counsel in any cause or action
and be given the management of the defense thereof.
Acceptance by the county of any work performed by the
grantee at the time of completion shall not be a ground for avoidance
of this covenant.
Section 10. In consideration of the granting of such fran-
chise by the grantor to the grantee, the grantee, for itself and its
assigns, shall contract and agree to save Jefferson County harm1esss
from any liability of whatsoever nature arising out of any damage
and/or destruction done or suffered to be done to grantee's mains,
valves, pipes, poles, cables, lines or other fittings or appurtenances
of whatsoever nature placed upon, along, across, over and/or under the
county road right-of-way or other county property. This paragraph
shall be construed to mean that the grantee accepts such franchise
and any rights conferred thereunder for the use and occupation of
any portion of the right-of-way, at its own risk, and agrees to
assume responsibility for any damage occasioned to grantee or third
parties by grantor in the maintenance and/or construction work per-
formed by grantor upon the roadways described herein and which would
not have occurred but for the presence on said roadways of the grantee's
pipes, poles, lines, cables, fittings or other appurtenances mentioned
above, except to the extent any such damage or loss is caused by the
sole negligence of the grantor.
Section 11. The laying, construction, maintenance and
operation of the system of improvements granted under said franchise
shall not preclude Jefferson County, its accredited agents or its
contractors, from blasting, grading or doing other necessary road
work in a reasonably careful and prudent manner contiguous to the
said grantee's improvements, provided that the grantee shall be given
a minimum two (2) business days prior notice, in writing, signed by
the County Engineer, of said blasting or excavating in order that
said grantee may protect its lines and property.
Section 12. If at any time Jefferson County deems it
advisable to improve or modify any of its streets, avenues, alleys,
Page 4
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Section 18. The grantee, as far as practicable, shall
construct new utility facilities underground. Extension of over-
head facilities following streets, avenues, ways, boulevards or
thoroughfares shall be undertaken only with the approval of the
County Engineer; PROVIDED, however, that said approval shall not be
unreasonably withheld. Grantee shall convert existing overhead
facilities to underground facilities as and when equipment replace-
ment is undertaken, or when other existing overhead utilities are
placed underground, unless such replacement is unsafe, impractical,
or economically unreasonable. Line extension policies and procedures
established by the grantee, and uniformly applied through its service
area, shall be the standard in determining what is "practical, im-
practical or economically unreasonable" under this ordinance;
provided that no new overhead utility facilities shall be constructed
or established in any area set aside for public park, school, play-
ground or athletic field purposes.
Section 19. Before undertaking any of the work or improve-
ments authorized by the franchise, the grantee, if other than a mu-
nicipal corporation, shall furnish to the county a bond, executed by
grantee and a corporate surety authorized to do a surety business in
the State of Washington, in a sum to be recommended by the County
Engineer and set and approved by the Board of County Commissioners as
sufficient to insure performance of the grantee's obligations under
such franChise, and conditioned that the grantee shall well and truly
keep and observe all of the covenants, terms and conditions, and
faithfully perform all of grantee's obligations under said franchise,
and to reset or replace any defective work performed or materials
installed by, or under the direction of, the grantee, its employees
or contractors, discovered in the replacement of the county's roads,
rights-of-way or other county properties within a period of two (2)
years from the date of the replacement and acceptance of such repaired
roads, rights-of-way or other county properties by the county. Said
bond requirement may be met by surety bonds of a continuing nature now
in effect or that may hereafter come into effect. At the discretion
of the Board of County Commissioners the bond requirement may be
waived if it is determined that the grantee has financial resources
adequate to fulfill its obligations under the franchise.
Section 20. The obligations imposed upon the grantee by
the express terms of the resolution granting such franchise, or implied
by the terms of this or any other ordinance affecting the same, shall
be deemed to include every employee, nominee or independent contractor
of the grantee performing work in the county streets, avenues, alleys,
roads, highway, rights-of-way or other county properties under con-
tract, direction, request or authority of the grantee under this fran-
chise, and the grantee, its agent, employee or independent contractor,
severally, shall be responsible to the county for any injury or damage
to county property or the expense incurred or suffered by the county
in correcting defects in work replacing county roads or other improve-
ments damaged by the acts or neglect of such servants, agents or
independent contractors of grantee.
Page 7
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TABLE OF CONTENTS CONTINUED
':I. Maps and Illustrations.................................... .41
a. Maps
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .,
42a
i) Flood Zones
ii) USGS Quadrangle Maps
b. Drawings
i) Hastings LooP - North, Petition Area (2 Maps)
........ ............ ......... ........... ...............
42b
ii) Hastings LooP - South, Petition Area
iii) Hastings LooP - North, System Layout
c. PhotographS ...................................... 42c
d. Resolution 84-228, SEPA Compliance ............... 42d
e. Petition for Service ............................. 42e
10. Construction Problems .................................... 43
11. Conclusions and Recommendations
a. Summary of Design Parameters
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
44
b. Conclusions ....................................... 45
c. Recommendations ................................... 46
1- Billing Breakkdown .. ............ ...... ..........- Following Page 35
2. ProJected connectiOns ................................. .- Following Page 36
3. Anticipated Cash Flow .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. Following Page 37
4. Capital Fund Development ...... ... ................ Follow1ng Page 38
GRAPHS
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Preliminary Engineering Report, Hastings Loop .. North
the PUD in its new role as Satellite System Management Agency
(through the Washington Department of Social and Health Servicea)
for water systems and service throughout the County but also for
the City of Port Townsend. It is hoped, and believed, that the
installation of these two legs will spur the completion of the
missing link. In addition to providing needed redundancy for. the
City, the Loop will be a maJor foundation for the water system
grid which it is expected will some day connect and provide water
service throughout the Quimper Peninsula.
The development of the county-wide Coordinated Water System
Plan for the County, as mentioned above, will be accomplished
through the efforts of a Water Utility Coordinating Committee
(WUCC) composed of representatives of the maJor water systems
across the County and appropriate public officials. The Hastings
Loop has been pursued in consonance with the investigation and
results of the WUCC so that the Loop segments are very much a
part of the forward look1ng overall, potable water needs of
Jefferson County. These have been developed drawing upon the
planning and operating experience of the maJor political entities
and eXisting utilities of the County.
A contract for the water to serve the Hastings Loop - North
and South is currently being concluded between the PUD and the
City of Port Townsend. The City is the owner of the Olympic
Gravity Water System, initially installed over 50 years ago by
the owner of the local kraft paper mill. The City, per the
current contract with the mill owner is entitled to over three
times the amount of water presently used. The contract will
both provide water to property ownera who need and want it and
provide some income which would otherwise be unavailable to the
City.
An early result of the system investigation in 1':184 led to a
deciaion by the property owners to petition the PUD for water
service instead of opting for a private water system or the
formation of a water district. Phase two of the proJects was
started when a petition for a water system was delivered to the
PUD. There followed development of information on f!,nancial end
econom1C feasibility of the requested system based upon initial
technical determinations and contact with ALL of the property
ownera, not Just those who signed the petition for service.
These initial atudies have been favorably concluded. A formal
public hearing, aa required by RCW Chapter 54, the PUD law is
planned for March 1':185 after which a decision to order the
proJect or to deny the petition will be made by the PUD
Commission. A favorable decision is anticipated.
5
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Preliminary Engineering Report, Hastings Loop - North
3. DESCRIPTION OF PROJECT AREA
The proJect area is described in the petition received from
the property owners (see section ':Ie of this report). This .area
contains portions of the following sections, townships, and
ranges:
section township range
32 31 N lW 111M
5 30 N 1W 111M
6 30 N 1111 WM
7 30 N lW 111M
1 30 N 2W 111M
12 30 N 2111 111M
This area extends from approximately 3/4 mile west of the
city limits of Port Townsend to the shoreline of Discovery Bay
and the Strait of Juan de Fuca and from the tip of Middle Point
(McCurdy Point) on the north to the north boundary of Cape George
Colony on the south. The 133 properties within the petition
boundary range in size from approximately 12,000 square feet to
qO acres. This proJect is designed to provide at least one tap
to each of these parcels. Many larger properties with potential
for subdivision or other larger water uses will be provided with
the ability to have multiple taps in accordance with agreement
between the PUD and the specific property owners prior to the
formal establishment of the LUD.
See system layout Map in section ':Ia and a copy of the
petition for service in section ':Ie of this report.
The proJet area is currently the site of a few -rural
homesites; the lack of a reliable and adequate water supply has
restrained the development pressure felt by other areas in the
greater Port Townsend area where adequate water is present. The
combination of a "suburban" designation in the County's
Comprehensive Land Use Plan and the existence of some spectacular
bluff and/or view properties have resulted in this proJect. The
current wooded undeveloped nature of this area will, therefore,
be subJect to some change as the water is used by the property
owners to serve new homes. The County's Comprehensive Land Use
Plan will allow up to 1 residentual unit per acre in this
designated Suburban area, however, the random and variable nature
of the soils exist1ng on the Quimper Peninsula will not allow the
installation of Septic Tank and Drainfield sewage disposal
6
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Preliminary Engineering Report. Hastings Loop _ North
systems to be installed at that level of density. In the future,
if sanitary sewers become available with the remote disposal of
the Sewage, then the higher densitiea may become a reality.
There are no current plans for the installation of sanitary
sewers in this region other than the recogn1tion of the
eventuality of such an installation.
4. DESCRIPTION OF EXISTING FACILITIES
The entire QUimper PeninSUla with the eXCeption of a portion
of the City of Port Townsend and the Port Ludlow Condominium
proJect near Port Ludlow is served with "on-site" sewage
disposal. Thi~ is accomplished either by an individual system
conSisting of a septic tank and one or more drainfields on an
individual site, or by a community system where more than one
home or business is connected to a one or more septic tanks and
one or more drainfields. Althouth the latter (community
drainfield system) approsches the service levels of a ssnitary
sewer system, the limitations of the underground treatment and
disposal concept are always present.
The QUimper PeninSUla is similarily served with individual
water systems With the notable exceptions of (1) the srea served
by the City of Port Townsend outside of Port Townsend, (2) The
communities of Kala Point and Port Ludlow Condom~niums, (3) the
Ocean Grove Subdivision, (4) The Beckett Point Development, (5)
The Cape George Colony complex, and (6) various small mobile home
parks, apartments, restaurants, etc. The lack of a central water
system along with the above mentioned sewage diaposal method hss
CSused the development of large parcels of land capable of
handling the "on-site" sewage and water SUpply iSsues as well as
those parcels that are only large enough for one or the other.
Furthermore, the lack of a consistantly available acqUifier of
water for the development of private of community water systems
has caused the realization that the only way means of development
or use of much of the land is the extension of public water fron
a remote source. The provision of this public water will allow
the Use of Some of the smaller parcels too small for both "on
site" aolations and also the development of some of the larger
parcels into smaller, new home sites.
The exact limits of the pet1tion area are shown in the
property description and petition area map in Section ':Ie of this
report. It is currently envisioned that the proJect will begin
at the intersection of Jacob Miller Road and Haatings Avenue with
a connection into the City of Port Townsend's 6 inch diameter
7
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proJect. However, these acquifiers must be tapped, the water
pumped out of the ground, treated for the historically high
chemical content, and transmitted to the Hastings Loop North
vicinity. This is not an economic alternative for the provision
of water to this proJect. It is, however, an important
consideration when the whole Hastings Loop proJect is ultimately
completed and the needed water volume increases towards the iimit
of availability from the City. There are also multiple source
implications that must be considered when a conviently located
ground water source is present. The consideration of wholesale
water service from the City of Port Townsend has been the pr1mary
alternative throughout this proJect due to the ava11ability of
the water, the proximity of access, the qua11ty of the product,
and the implimention of long standing master-planned concepts.
c. TREATMENT
The proposed use of the City of Port Townsend as a water
source for this proJect will remove the need to treat the water.
The high quality of the Big Quilcene River water and the on-gOing
need for higher than domestic quality water at the Port Townsend
Paper Company will insure the quality of this water. It is,
however, acknowledged that there is a movement at hand to require
all domestic water supplies that are served by a surface water
source to install filtration plants. This issue is being debated
in many locations, and the outcome is st111 uncertain. If such
filteration is required, the City of Port Townsend will have to
meet the regulations and all services, including the PUD, will be
the beneficiaries of that action
If it is required that a ground water source be developed or
enhanced for supplimental water, there is a strong likelyhood
thet this water will have to be treated for one of meny
conditions thet are typical of the ground water found on the
Quimper Peninaula. Histor1cally, the waters found here sre high
in one or all of the following: (1) Iron, (2) Manganese, (3)
Sodium, and (4) Color. All 0% these elements or cond~~~ons are
not necessarily a problem as they are not primary quality
standard elements. The Iran and Manganese ere aestnet1c elements
that can produce some coloration and odor situations, but are no~
a health concern: there 18 no standard %or Sodium otner than
recognition that some users may be on low sodium diets and: the
Color can be caused by many differ1ent conditions. When the
decision 1s made to use such ground water sources, it is done
with the understanding that treatment, as required, is a part of
the proJect.
13
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Preliminary Eng~neering Report, Hastings Loop - North
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d. STORAGE
The Department of Social and Health Serv1ces has established
requirements for the amount and type of storage required for
various sizes and types of water systems. The fac~era considered
include number of sources, rate of pumping, type of storage, . and
number of connections being ini~ially and ultimately served. In
the case of the Hastings Loop North proJect, the water system
will initially be a class II cetigory (10 - 9':1 connect~ona) and
ultimately be a class I system (more than 100 connections). I~
will also begin operation as a single source system (NOTE: ~he
City of Port Townsend is also a single source system as the
Olympic Gravity Water System pipeline is the only source). Part
of the storage requirement for a single source class II system is
600 gallons o~ standby storage per connect10n (800 gallons per
connection for a class I system). Standby storage is that volume
that is held in reserve for emergenc1es such as power outages,
main breaks, fire protec~ion and, unusual peak demand periods.
There 18 also a requirement to prov1de equilization storage.
Equalization storage is that volume necessary to suppllment the
source's ability to produce dur1ng the da11y peak hour periods.
For the Hastings Loop - North proJect~ the sys~em is capable of
delivering far in excess of the da11y peaks ~o che syscem users
and the envisioned intertie to the Ci~y of Port Townsend's system
is ~lso capable of deliver1ng such volumes (th1s 1S determined on
the basis that zire zlow standards exceed the system's maximu~
lnstantanious demand).
As described earlier, there are no prov1sions for 5tor~ge in
the Hastings Loop North proJect as currently conceived. The land
elevations that eX1st within the proJect area and vic1n1ty are
such that they are all lower than the reservoir within the City
of Port Townsend; this will not allow anyon-site reservoir to
empty as the input pressure will always be greater. Future, long
term plans include a regional reservoir facility to be located
within the Hastings Loop - South proJect boundary approximately 3
miles to the south. This regional reservoir will serve all of the
Hastings Loop and other Quimper Peninsula areas. In recognition
of the inabili~y to provide storage within ~he proJec~ cons1stant
with the long term goals of the area, the City of Port Townsend
haa agreed to sell the wholesale water to ~he PUD comple~e with
all needed storage for the 175,000 GPD contract amount.
14
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Preliminary Engineering Report, Hast1ngs Loop - North
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e. PRESSURE
The minimum system pressure allowed for standard, non boosted
service connections is 30 PSI at the meter. This standard also
allows for problem areas where ma1n pressure is not the requ1red
30 PSI and booster pumps on private property are used to
suppliment for odequate pressure; in these areas, the m~nimum
pressure allowed is 20 PSI. The Hastings Loop North proJect will
receive it's water from the City of Port Townsend at Jacob Miller
Road at an elevation of 1Y1 feet and a static pressure of 58 PSI.
This water will be distributed throughout the system over a
elevations ranging from 60 to 260 feet. This elevation
differiential computes into a pressure di~~eriential of 90.3 PSI.
From the S8 PSI initial pressure value at 1':11 feet, the increase
in pressure to the lower elevstion of 60 feet is 56 PSI for a
total of 114 PSI if unreduced. The decrease in pressure to the
upper elevation computes into a pressure differiential of 30 PSI
for a value of 28 PSI in the main. This low pressure area occurs
at the intersection of Hastings Avenue and Hastings Avenue
Extended where a small knoll exists. It may be possible to
install the mains in deep trenches in this area in order to keep
the main pressure as high as possible for in-main flow
considerations and require that serV~ces in th1s area use
boosters until the Loop is complete. This concept is likely to
be followed as the Jefferson County Department of Public Works
has plans to lower and re- align the roadway in this knoll
vicinity in their 1986 construction program.
f. DISTRIBUTION SYSTEM
The distribution system for this proposal contains pipes,
valves, fire hydrants, fittings, and other devices typically
found on water systems. The follOWing list displays the overall
numbers of key elements of the system:
I. PIPE - PVC Class 150, AWWA C-'900
1. 12" -- 8,120 lineal feet,
2. 8" - 14,310 lineal feet
3. 6" - 13,360 lineal feet
4. 4" 1,270 11neal feet
5. 2" -- 2,880 lineal feet
15
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Preliminary Engineering Report, Hastings Loop - North
, :::.'L~~>::::'ti:~~:;'t!::;:J'~7.~::;
, :':~ 'spTte of their long, de"d end configuration; many of these
internal mains are ~nvisioned as the first part of future "loops"
'that will hydraulically strengthen the system and provide service
redundancy for the system Users. The few 4" and 2" water mains
that occur within the system are intended for local service only.
The hydraulic capability of a 2" main is very limited and. it,
therefore, can prov1de service to only a few connections and only
if those connections are no more than 300 feet from the a larger
supply main. The 4" mains are used only where several
connections must be provided, and a fire hydrant is already
located within the 600 ':100 foot design distance. This
condition is typical of a short cul-de-sac with perhaps 8
connections.
A key de&ign element of this system ~s that it will not
require capital investment for pumping or storage facilities at
this time. The pet1tion srea 1S at an elevat10n where it can all
be ~erved directly from the existing City of Port Townsend
distribut~on and storage system. Two small areas within the
petition area are, however, at an elevation where individual or
community booster pumps may be required until the Hastings Loop
is completed (providing additional pressure from the south). The
relatively consistent elevation w1thin the petition area is also
a complication in that it cannot supply the elevation
differiential necessary to allow ground level grav1ty storage.
This condition could be corrected with elevated storage except
that there are plans existing to ultimately extend the 12" trunk
main to the south where sufficient elevation currently exists to
serve the entire North Quimper Peninsula; no time table exists
for this connection. In the interim, sufficient storage capacity
exists within the City of Port Townsend system to meet the
Hastings Loop North needs. When the connection to the south is
completed, it will also provide pressure augmentation for the
City of Port Townsend to their customers in this vicinity.
g. HYDRAULIC CALCULATIONS
The following hydraul1c calculations will demonstrate that
the criterie illuatrated in section 6f above can be met by this
proposed system.
i) Static Pressure
The static input pressure at Jacob Miller Road is 58
PSI as measured by the City of Port Townsend. This
intersection is noted as 1':11 feet in elevation on the
USGS Quadrangle Maps (see section 9a of this report).
17
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Preliminary Engineering Report, Hastings Loop - North
STATIC PRESSURE / ELEVATION TABLE
Elevation Pressure
50 feet 118.6 PSI
75 feet 107.'3 PSI
100 feet ':17.1 PSI
150 feet 75.6 PSI
1':11 feet 58.0 PSI
200 feet 54.1 PSI
250 feet 32.6 PSI
256 feet 30.1 PSI
260 feet 28.3 PSI
270 feet 24.0 PSI
280 feet 1':1.7 PSI
This tabulation suggests that the maximum elevation
that is serviceable is approximately 206 feet. This is
approximate as this is a static pressure analysis only; a
dynamic analysis is only possible after the exact lengths
of pipe are known as well as the exact number and type of
fixtures within the system. The only area that is a low
pressure problem lies at the intersection of Hastings
Avenue and Hastings Avenue Extended on the southeastern
side; this is a relitively small area and this low
pressure condit10n will exist only unt11 the Hast1ngs
Loop is completed. ThiS tabulation also suggests that
~here are areas 0% high pressure where pressure reduction
valves will be necessary to protect the appliances in the
homes. The lowest elevation area in the anticipated
building zones is approximately 60 feet; the pressure in
this area is approximately 114 PSI. This 1S not a
problem pressure for the mains, but may be for the
homeowner; in these areas, indiv1dual pressure reducers
will be recommended prior to entry into the home.
18
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preliminary Eng~neering Report, Hastings LooP - North
~ ....~
ii) DynamiC cons1derat~on&
Th~& sectiOn will present an approximatiOn of the
dynamiC pressure and volume considerations in the system.
It w~ll use the approX1mate p1pe lengthS currentlY ~nder
consideratiOn recognizing that some change may result
fro~ both f1nal design optomizat10ns and from easement
acquis~tion. All 0'" a" and, 12" diameter pipe will be
studied at the 500 GPM fire floW requirement. Due to the
lack of sufficient data, fittings and the master meter
will be ignored at this time: however, theSe losses are
relativelY minor and will be considered during final
design. It is emphasi~ed that thiS analysiS assumes that
the 500 GPM fire floW volume is available to the systeR
fro~ the City'S mains. This volume may not be available
initiallY because there is a one-mile length of 0" main
between the City'S 10" ma~n in Howard Street and thiS
system's 12" main (The 0" is plsnned for replacement with
12" when there are more subscribers).
DYNAMIC WATER MAIN CONSIDERATIONS @ 500 GPl'I
PIPE SI2E HEAD 1-0SS PER 100 FT
12" 0.004 feet 0.028 PSI
8" 0.3':1':1 feet 0.173 PSI
0" 1.4'33 feet 0.047 PSI
DYNAMIC WATIOR MAIN CONSIDERATIONS @ 250 GPM
PIPE SIZE HEAD LOSS PER 100 FT
12" 0.025 feet 0.011 PSI
8" 0.111 feet 0.048 PSI
0" 0.414 feet 0.17':1 PSI
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Preliminary Engineering Report, Hastings Loop - North
TOTAL PROJECT COST
ITEII !TEll Nl. IJ' UNIT TOT~ SECTION
NO. DESCRIPTION urms COST COST rOTAl.
PIPE
I 12' we ' 8,120 tI2.00 5 97,440.00
2 8' we 1~,310 9.00 128, 7iO. 00
3 o' we 13,360 8.00 106, &80. 00
~ ~'we 1,270 6.00 7,620. UO
5 2' we 2,880 5.00 I~.~OO.OO 505:;,130.00
-I VALVES
I 12' TN 9 5600.00 t5, 400. 00
2 8' TN 10 500. 00 5,000. 00
3 o'IN 21 ~OO.OO 8, 400. 00
~ ~. TN 2 300.00 600. 00
5 2' IN 6 200.00 I,COO.OO
6 BO UNITS 7 200.00 1,400.00
7 AIR VA:..VES II 500. 00 5,500.00 te7,500.00
111 FITTINGS & llENDS
I 12' 6 ~OO. 00 te, 400. 00
2 8' 10 ~OO.OO ~,OOO. 00
3 6' 37 300.00 11,100.00
4 2' I coo. 00 coo. 00
5 6x2 REDUCER 3 100.00 300.00
6 6x4 REDOCER I 300.00 300. 00
7 8x6 REIllJC8l 2 400.00 800. 00 519,100.00
IV MIst
I HYOilA.~T ASSEYS ~~ 5 1,500,00 566,000.00
2 r.llSTERriTER 1 10,000.00 10, 000. 00
3 r.AJOR TIE-IN I 1,000.00 1,000.00 t77,OOO.OO
V APPEll~
I CLEARING 6.~1 55,000.00 5:!C, 050. 00
2 RESTORATION (LSJ I 15,000.00 IS, 000. 00 5~7,O5O.00
VI ~TS (L.S.) I 512,000.00 512,000.00 512,000.00
COIoST COST ESTli'lSlTE (SUBTOTAl.) 5537, 7dO. 00
(cont)
CllNSTROCTIllN COST ESTlr.llTE (SUBTOT~) 5537, 780. 00
25
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t1lSTlNGS lOOP NORTH E5TlrJlTE, DEe 1904
NO. IF PROJECT INDIYIIXR NO. IF PROJECT INDIYIWIIl.
IO:lK UPS COST A5S<:5SllENT HOO\ UPS COST ASSESSMENT
$773,469.411
133 $773,469.48 S5,815,56 161 $773,469.48 S4,804.15
134 773, 469. 4ll 5,172.16 162 173,469.411 4,174.50
135 773,469.411 5, 7<:9.40 163 773,469.48 4,745. 21
136 773,469.411 5,687.27 164 773, 469. Ita 4,716.27
137 773,469.411 5, 645. 76 165 773,469.48 4,687.69
138 773, 469. 4ll 5,604.85 166 773,469. Ita 4, 659. 45
139 773, 469. 4ll 5,564.52 167 773,469. Ita 4,631.55
140 773,469. 4ll 5,524.78 168 773,469.48 4,603. 98
141 773,469.411 5, 485.59 169 773,469. Ita 4,576.74
142 773, 469. 4ll 5, 446. 96 170 773,469. Ita 4,549. 82
143 773,469.411 5,408.87 171 773,469.411 4,523.21
144 773,469.411 5,371.31 172 773,469.48 4,496. 91
145 773, 469. 4ll 5,334.27 173 773,469.48 4,470.92
146 773,469.48 5,297.73 174 773,469.411 4,445. 22
147 773, 469. 4ll ~,261.69 175 773,469.48 4,419.82
148 773,469.411 5,226.14 176 773,469.411 4,394.71
149 773,469.411 5,191.07 177 773,469.48 4,369.88
150 (73, 469. 4ll 5,156.46 178 773,469.411 4,345.33 ",;."
151 773,469.48 5,122.31 179 773,469.411 4,321.05
152 773,469.411 5,088.61 180 773,469.411 4,297.05
153 773, 469. 48 5, 055. 35 181 773,469.411 4,273.31
154 773,469.48 5, 022. 52 182 773,469.411 4,249.83
155 773,469.411 4, 990. 12 183 773,469.48 4,226.60
156 773,469.48 4,958.13 184 773,469.411 4,203. 63
157 773,469.48 4,926.55 185 773,469.411 4,180.91
158 773,469.411 4,895. 37 186 773,469,48 4,158.43
159 773,469,411 4,864.58 187 173,469.411 4,136.20
160 $173,469,48 $47834.18 188 $773,469,411 $-4,114.20
The petition presented to the PUD by the property owners
requested that a per tep assessment method be used if pOSSible.
This estimate 111ustrstes the effect of multiple taps upon the
per tap cost; there are 133 identifiable separate properties
within the petition boundary. The current beat estimate 1S that
there will be 180 taps within the petition boundary.
27
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8; ANNUAL OPERATING BUDGET
a. OPERATION AND MAINTENANCE COSTS
The following 11st of operation and maintenance Costs is
developed for this proJect in a manner that w1l1 allow this
system to be totally 1ndependent from all others. It will,
therefore, not be subsidizing or be subsidized by another water
system. It may, however, be subsidized through the PUD's budget
until there are sufficient customers for the system to become
self sufficient. This data will establish an anticipated cost of
service which will have to be re-evaluated for "fine tuning" when
the final con~racts 'with the City of Port Townsend and other
agencies are complete.
The operation and maintenance of the system depends upon the
level of ayatem use. Many costs relate to periodic ayatem
activities without regard to the nu:nber of customers ,', (fixed
costs); and some activites are use dependent (variable' costs).
This anticipated cost of service analysis will separate the two
and compare them over time. Water cost from the City of Port
Townsend ia based upon 50.50 per 1000 gallons w1th a minimum
peyment of 5200 per month and use prOJections based upon 250
gallons per day average use per connection. This value exceeds
Farmer's Home Administration guidelines of 140 gallons by
approximately 75x, but is representative of the City's experience
anq the State of Washington Department of Social and Health
Services requiremts of 100 gallons' per"re'sident (1f 'no actual use
data is available) and the average county population per 'home
value of 2.45. This larger value can also be Just1f1ed as
serving the large, rural parcels of an emerging suburban area
where some "hobby farms- and large gardens are l1kely.
i) SYSTEM GROWTH OVER TIME
The growth of this water system will occur over t~me
both inside and outside of the current petition boundary
as well as within and without the proposed local ut11ity
district. This potential for additional services in the
petition area vicinity may cause e boundary rev1sion by
the PUD commissioners as a result of the Local Utility
District (LUD) formation hearing if it will help to lower
the assessment cost to the original petitioners. This
possibility is pure conJecture at this point, so this
report will consider the inside and outside
potentialities separately. This analysis will consider
28
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Preliminary Engineering Report, Hast1ngs Loop - North
..~. '.--.....'-'.' .~~.
CHART OF ANTICIPATED CONNECTIONS
'.
total connects per
+-- active connects ------+------ billing categories
by end
of year inside outside total water non-flow flow other
1986 20 10 30 30 30 30 30
1987 26 10 36 36 36 36 36
1988 32 10 42 42 42 42 42
1':18':1 38 10 48 48 48 48 48
19':10 44 10 54 :54 54 54 54
1':1':11 50 10 60 60 1':10. 60 1':10
1':1':12 5'6 10 66 66 1':10 66 1':10
1':1':13 62 10 72 72 1':10 72 190
19':14 68 10 78 78 1':10 78 1':10
1':1':15 74 10 84 84 1':10 84 190
1':1':16 80 32 112 112 212 112 212
1':1':17 86 34 120 120 214 120 214
1':198 ':12 36 128 128 216 12tl 216
1':1':1':1 ':18 38 136 136 218 136 218
2000 104 40 144 144 220 144 220
2001 110 42 152 1:52 222 152 222
2002 115 44 15':1 159 224 159 224
2003 120 46 166 166 226 166 226
2004 125 48 173 173 228 173 228
2005 130 50 180 180 2::10 180 2::10
2006 135 52 187 187 232 187 232
2007 140 54 194 1':14 234 1':14 234
2008' 145 56 201 201 236 201 236
200':1 . 150 58 208 208 238 208 238
2010 155 60 215 215 240 215 240
2011 160 62 222 222 242 222 242
2012 165 64 22':1 22':1 244 22':1 244
2013 170 66 236 236 246 236 246
2014 175 68 243 243 248 243 248
2015 180 70 250 250 250 250 250
After 5 years, the remaining un-connected taps within
the LUD will probably be charged a minimum rate of 55.::>0
per month aa defined in section ii> EXPENSES, subsection
C) Billing Structure.
30
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Preliminary Engineering Report, Hastings Loop - North
EXPENSES PER WEEK
NUMBER Or CONNECTIONS
o - 125 126 - 250
1) Inspection: (non-flow related)
a) ~ilage -- 30 miles ~ 50.25
b) wages -- 4 Hrs ~ 115~ of 510
5 7.::;0
46.00
5 7..50
46.00
2) Testing: (non-flow related)
a) bacteriological -- 1/4 @ 510
b) chemical -- 1/36 ~ 5150
2.50
4.17
10.00
4.17
3) Eng~neering: (half and half flow and non-flow related)
a) 1 Hr ~ 115~ of 515
b) 2 Hrs ~ 115~ of 515
17.25
34.50
4) Meter reading: (flow related)
a) ~ilage -- 1/4 of 40 ~iles @ 50.25 2.50
b) wages -- 1/4 of 115~ of
6 Hrs lP 510 17.25
5.00
34.50
5) Billing costs: (half and half flow and non-flow related)
a) postage, etc allowance
b) wages -- 1 Hr lP 115~ of 57
," c) wage~, -- 2 Hr lP 115~ of 57
6) Records mgmt: (flow related)
a) wages 1/2 Hr lP 115~ of 57
b) wages 1 Hr ill 115~ of S7
2.50
8.05
4.00
,16.10, ,~---
4.03
8.05
7) Allowances (half and half flow and non-flow related)
a) Administration
b) Legal --
c) Misc office
d) Minor maint (mater1als)
25.00
25.00
25.00
25.00
50.00
50.00
50.00
50.00
TOTAL
5 211. 75
5 36':1.82
Yearly total
5 11,011.00
5 19,230.64
32
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Preliminary Engineering Report, Hastings Loop - North
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b. INCOME
i) Billing elements
The income derived by a water system is a result of the
billing of customera for their use. This is sometimes handled on
a flat rate charge that may be monthly, annually or, any other
practical period of time. Historically, the flat rate biiling
system does not ut111ze meters for record1ng of the used volume
of water and the result is that the customers use a great deal of
additional water as compared to a typical metered system. This
additional use has been determined to be as much as twice from
records kept .1n systems where meters were retro-f1t into the
water system. This proposed Hastings Loop - North water system
extension will meter all connect1ona and develope a "cost 0%
service approach" billing structure that will also include a
regressive rate structure to d1scourage ~he use 0% large amoun~s
of water, but to make it svailable to the customer if it is
determined by the customer that the volume is necessary. For the
purpose of this report, the following preliminary cost of service
analysis has been prepared: this effort is in addition to a PUD
wide cost of service study being prepared by the PUD. This more
forMal study will be used as this proJect reaches construction
and is ready ior service.
The total cost 0% service for the customer is comprised of 4
elements as follows:
1) Cost of non-flow related elements to be distributed
across 180 connections for the 0 to 125 connection
bracket and 250 for the 126 - 250 connect10n bracket.
I) 0 - 125 connections
a) inspect (52)(53.50)=52782.00 52782.00 1180 515.46
b) testing (52)(6.67) = 5333.50 5333.50/180 1.85
c) 1/2 engr1ng (52)(8.63)=5448.76 $0448.76/180 2.4':1
d) 1/2 b111ing (52)(10.55)=5548.60 5548.60/180 3.05
e) 1/2 admin (52)(12.50)=5650.00 5650.00/180 3.61
f) 1/2 legal (52)(12.50)=5650.00 5650.00/180 3.61
g) 1/2 of:f1ce (52)(12.50)=5650.00 5650.00/180 3.61
h) 1/2 maint (52)(12.50)=5650.00 $0650.00/180 3.61
TOTAL = 537.26 / yr = 53.11 / mo
33
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Preliminary Engineering Heport, Hastings Loop - North
II) 126 - 250 connections
a)
b)
c)
d)
e)
f)
g)
h)
inspect (52)(53.50)=52782.00
testing (52)(14.17)=5736.84
1/2 engring (52)(17.50)=5':110.00
1/2 billing (52)(20.10)=51045.20
1/2 admin (52)(25.00)=51300.00
1/2 legal (52)(25.00)=51300.00
1/2 office (52)(25.00)=51300.00
1/2 maint (52)(25.00)=51300.00
52782.00/250
5736.84/250
5':110.00/250
51045.20/250
51300.00/250
51300.00/250
51300.00/250
51300.00/250
~' '
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, ..' ", ',; ;,', ". ~
511. 13
2.'35
3.64
4,.18
5.20
5.20
5.20
5.20
TOTAL = 542.70 / yr = 53.56 / mo
2) Cos~ of flow related elements to be distributed across
':10 connections for the 0 - 125 connect10n bracket and 180
for the 126 - 250 connection bracket.
I) 0 -125 connections
a) meter read (52)(1':1.75)=51027.00
b) 1/2 engring (52)(8.63)=5448.76
c) record mgmt (52)(4.03)=520':1.56
d) 1/2 admin (52)(12.50)=5650.00
e) 1/2 legal (52~(12.50)=5650.00
f) 1/2 office (52)(12.50)=5650.00
g) 1/2 maint (52)(12.50)=5650.00
51027.00/'30
5448.76/90
520':1.56/':10
5650.00/':10
5650.00/':10
5650.00/':10
5650.00/':10
511.41
.4.'3':1
2.33
7.22
7.22
7.22
7.22
II) 126 -250 connections
TOTAL = 547.61 / yr = 53.':17 / mo
a) meter read (52)(3':1.50)=52054.00
b) 1/2 engring (52)(17.50)=5':110.00
c) record mgmt (52)(8~05)=5418.60
d) 1/2 admin (52)(25.00)=51300.00
e) 1/2 legal (52)(25.00)=51300.00
f) 1/2 office (52)(25.00)=51300.00
g) 1/2 maint (52)(25.00)=51300.00
52054.00/180
5910.00/180
5418.60/180
51300.00/180
51300.00/180
51300.00/180
51300.00/180
511.41
5.06
2.33
7.22
7.22
7.22
7.22
TOTAL = 547.68 / yr = 53.97 / mo
34
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Billing Break-down
$13.00-Av~rage flow bill
percent
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30,00
20.00
10.00
0.00
No, Connections o -125
2
126 -250
-
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Preliminary Engineering Report, Hastings Loop - North
<~~~::!:'i:~;;.2~:2!i~;~~:.;;~
iii) ANALYSIS OF PROJECTED INCOME - HASED UPON THE CHART OF
ANTICIPATED CONNECTIONS
total corlnects
act! ve conr.ects Kater CapItal Total
by end only non-tlOM flOM funa syste.
of year insIde outslOe total @ 3.90 @ 3.20 @ 3.flO @ 2.30 incolte
1986 3120.00 1500.00 46llO. 00 140~. 00 1152.00 12%.00 828.00 4080.00
1~7 4056. 00 1560.00 5616.00 1684.80 1382.4<l 1555.20 933.60 5616.00
1988 4932.00 1550.00 6552.00 1965. bO 1612.8() 1814.4<l 1159.20 6552. 00
,1989 5~8. 00 1560,00 7488.00 224li.4<l 1843.20 2073. flO 1324.80 7488.00
1990' 6804.00 1560.00 8424.00 2527. 20 2073.flO 23&.80 1490.4<l B424.00
1991 7800.00 1560.00 93flO.00 2B08. 00 72%.00 2592. 00 5244.00 17940.00
1992 8736.00 1560.00 102%.00 3088. SO 72%.00 2B51.20 5244.00 18480.00
1993 9672.00 1560.00 11232.00 3.'69. flO 7296.00 3110.4<l 5244.00 19020.00
1994 1060!l.00 1560.00 .12168.00 3650. 40 72%.00 3.3&9. flO 5244.00 195f>O.00
19S5 11544.00 1560.00 13104.00 3931.20 7296.00 3028,8() 5244.00 20100.00
1996 12480.00 4992.00 17472.00 5C41.flO 8140.80 4B3B.4<l 5851.2024072.00
1997 13416.00 5304.00 1B720.00 5616.00 B217.flO 51B4,OO 5906,4<l 24924,00
Capital
fund
@ 3.90 @ 3.65 ,,@,3.flO @J.B5 --
--
1998 14352.00 5616.00 19308.00 5990. 40 S4flO.80 55C9.flO 4795.2025776.00
~~i",; 1999 . _15CBll'~ 5928,,00 21216.00 6364. 80 9548. 40 5875.20 4839.60 2662B.00
" -- 2000 10224.00 0240; 00 224Sil.00 6739.20 9536.00 6220. 80 4884.00 27480.00
2001 171flO.00 6552.00 23712.00 7113.flO 9723.flO 6566.40 ' 492B.4<l 28332.00 , ,
2002 17940.00 0854.00 24804.00 74~1.20 Y!l1l.20 0868. 80 4972. BO 290S4.00
2003 18720.00 7176.00 25896.00 7708.80 9898. 80 7171.20 5017.20 29856.00
~. '-' .' ~- .., .~-.~-. -..",- 2004 1 S5OO. 00 7488.00 26998,00 8OS6. 40 9986.40 7473.60 5051.60 30618.00
--..\-..~ coo:; 20280.00 7BOO.OO, 28080,00 ,B~24. 00 10074.00, .l!76,00 5106.00 31380.00-.
2006 21060.00 BI12.00 29172.00 87:;1.00 10161. flO 807B.40 5150.4032142.00
2007 21640.00 B424.00 30264.00 9(17;,20 10249,20 5360.80 5194.BO 0.:'904.00
200B 22&."0.00 8736.0031355,00 9406.80 10335. BO b&l3, CO 5<39.20 33,55.00
2009 23400.00 9048.00 32448.00 9734.40 10424.4<l 89B5.flO 5283. flO 3~"B, 00
C010 24180.00 9350, 00 33540. 00 10062. 00 10512.00 92be. 00 5326.00 351 >0. 00
2011 24%0.00 9672.00 34632.00 10389.60 10599.flO 9590.40 5372.40 35952. 00
2012 25740.00 9984.00 35724.00 10717.20 10087.20 9892. 80 5416.80 36714.00
2013 26520.00 10296.00 36816.00 11044.80 10774.80 101.5.20 5416.2037476.00
2014 27300.00 1050B.00 37908.00 11372.40 10362.40 10497.flO 5505.60 38238.00
2015 28080.00 10920.00 39000.00 11700.00 10950.00 10800.00 5550. 00 39000,00
36
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HASTINGS LOOP - NORTH
Projected Connections in 30 Years
NUMBER OF CONNECTIONS THOUSAND GALLONS PER DAY
250 175
200
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100
50
o 0
o 5 1 0 15 20 25 30
YEARS
€B' 1986 1990 1995 2000 2005 2010 2015
140
105
70
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Preliminary Engineering Report, Hastings Loop - North
iv) ANALYSIS OF PROJECTED EXPENCES - BASED UPON THE CHART OF
ANTICIPATED CONNECTIONS AND THE ANAl.YSIS OF PROJECTED INCOME.
Yearly Vol Cost DeflCl t
Total ~ 250 6a1l ~ $0.50 I Labor Total Total or
Year Conn. Conn I Day 1000 Sal Cost Cost IrCOllle Surplus
198& 30 2737'<iXJ 1368.75 11011.00 12379.75 4f.80.00 -7599. -/5
1~7 36 32B5000 1&\2.50 11011.00 12053.50 :>616.00 -7037.50
1988 42 3832SOO 1~16.~ 11011.00 12927. C5 0552. 00 -6375, C5
1989 48 43!lOOOO 2190.00 11011.00 13201.00 7488. 00 -5713.00
1990 54 4927'<iXJ 2463.75 11011.00 13474.75 8424.00 -5050. 75
'1991 60 5475000 2737.50 11011.00 137/ill.5O 17940.00 4191.50
1992' 66 602Z'<iXJ 3011.25 110H.OO 14022. 25 18480.00 44;7. i5
1993 72 6570000 3265. 00 11011.00 142%.00 19020.00 4724.00
19':1-4 78 7117'<iXJ ~.75 11011.00 14569.75 19560.00 4990. C5
1m 64 7665000 3832.50 11011.00 14843.50 20100.00 :i256.50
1'l':l6 112 10220000 5110.00 11011.00 16121.00 24072. 00 7~1.00
1997 120 10>50000 5475.00 11011.00 16486.00 24924.00 6438.00
1998 128 11680000 5840.00 19230,5'1 25070. 6-\ 25776.00 705. 36
1m 136 12410000 1>205. 00 1923O.bII 2543:i.6-\ 26628.00 1192.36
2000 144 13140000 6570.00 19230.5'1 C5800.6-\ 27480.00 1679.36
2001 152 13870000 6935.00 19230.5'1 26165. &\ 26332.00 2166.36
2002 159 14508750 7254.38 19230, 64 26485. 02 2'J094.00 2601l. 99
2003 166 /5147500 7573.75 19230.5'1 26804.39 251lS6, 00 3051.61
2004 173 15786250 7893.13 19230.5'1 27123.77 30618.00 3494.24
2005 180 16425000 8212.50 19230.5'1 27443.14 313/10.00 3'335.86
2006 187 17063750 8531. B8 19230.5'1 27762.52 32142.00 4379.49
2007 194 17702500 8651. C5 ,19230.5'1 28081.89 32904.00, 4822.11-
2008 201 18341250 9170.63 19230.5'1 ~28401.27 33566.00 ,5264. H', ',; i"j" :.,~-:. '. "
2009 20B 18550000 9490.00 19230.5'1 28720. 6-\ 34425.00 5707.36
2010 215 /9518750 9809. 38 19230.64 29040,02 35190.00 0149.99
.. 2011 222 20257500 10128.75 19230,5'1 ~355. 39 35352. 00 6592.61
-,> 2012 229 208%250 10448.13 19230.04 29578.77 36714.00 ' 7035.24, '
2013 236 21535000 10767.50 19230.64 293';8.14 37476.00 7477. 86 --,
2014 243 cc173750 11086. B8 19230.5'1 30317.52 38238. 00 7920.49
2015 250 22812500 11400. 2~ 19230.5'1 30635.89 35000. 00 8363.11 ,
..,; .J_'TO.',':;':
37
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Hastings Loop North
anticipated cash flow 1986 - 2015
SHORTFALL AND SURPLUS
40000
30000
c:
. . -.~
"'-.... 0
-10000
-20000
-30000
-40000
0 5 10 15 20 25 30 35
YEAR 1986 1990 1995 2000 2005 2010 2015 2020
~~
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Preliminary Engineer1ng Report, Hastings Loop - North
. ~-1.',:' :~'.": r,'
:2:j;,~1g'.Fili~,'i,?'H'APITAL IMPROVEMENT FUND DeVELOPMENT
CHART OF ANTICIPATED CONNECTIONS AND
INCOME
Fund 8~ Int
Contrib Comp on Fund
Year per year Prev Year ACCURI
1':186 828.00 0.00 828.00
1':187 9':13.60 66.24 1887.84
1':188 1159.20 151.03 31':18.07
1989 1324.80 255.85 4778.71
1':1':10 14':10.40 382.30 6&51. 41
1':1':11 5244.-00 532.11 12427.52
1':1':12 5244.00 ':1':14.20 18665.72
1':1':13 5244.00 14':13.26 25402.98
1':1':14 5244.00 2032.24 3267':1.22
1':1':15 5244.00 2614.34 40537.56
1':1':16 5851. 20 3243.00 4':1631.76
1':1':17 5906.40 3':170.54 5':1508.70
1':1':18 47':15.20 4760.70 6':1064.60
1':19':1 483':1.60 5525.17 7':142':1.37
2000 4884.00 6354.35 90667.'72
2001 4928.40 7253.42 10284':1.54
'2002 4972.80 8227.':16 116050.30
2003 5017.20 9284.02 130351.52
2004 5061. 60 10428.12 145841.24
2005 5106.00 11667.30 162614.54
""2006 5150.40 1300':1.16 180774.11
2007 51':14.80 14461.':13 403':12.05
2008 523':1.20 3231. 36 48862.61
200':1 5283.60 3':10':1.01 58055.22
2010 5328.00 4644.42 68027.64
":~--'~::20n 5372.40 5442.21 78842.25
2012 5416.80 6307.38 ':10566.43
2013 5461.20 7245.31 103272.':15
2014 5505.60 8261.84 117040.38
2015 5550.00 9363.23 131':153.61
38
F
AND USE - BASED UPON THE
THE ANALYSIS OF PROJECTED
510,000 allocated for
maJor maint proJects
(assume not spent~ only
allocated at this time)
5160,000 allocated for
proJects (assume spent)
see section 8c of this
report for additional
discussions of capital
proJects.'
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Preliminary Engineering Report, Hastings Loop - North
".,,' :\;;:';i;;:;;;-~','.; i:;:~~~;1
d) DEBT REPAYMENT
This Hastings Loop - North proJect is proposed to be a Local
Utility District (LUD) with each top paying an equal share of the
proJect. As mentioned and displayed in the "Taps vs Assessment"
chart on page 27 in Section 7 - Cost Estimate, this per tap cost
assessment value is not yet def1nate. As a function of the LUD
formation hearing, the final number of taps will be determined
and, as a result, the preliminary assessment value. Following
the construction of the proJect, after all bills are paid, the
final assessment will be determined based upon the total number
of taps.
Each year, an equal portion of the principle and a declining
amount of interest will be due on each tap for the duration of
the finance period. Histor1cally, the term of the LUD is 1 or 2
years shorter than the term of the PUS's financing period to
increase the per year earnings to cover any delinquent assessment
payments that might occur. This process allows all of the PUD's
payments to be made while the lengthy process of legal action
takes place on the delinquent assessments.
e) RESERVE
The combined efforts of the assessment collection techniques
discussed above and the establishment of the capital improvement
fund will allow reserve funds to meet the 10~ of one year's
paY~;.nts required by the Farmer's Home Administration.
9. MAPS AND ILLUSTRATIONS:
1_,( .-.,"';:j
!....,"~J., .-......
The following pages contain maps and illustrat,ons chat help
to identify the topographic features and layout of the Hastings
Loop - North proJect. These pages will be numbered 41a ~hrough
42e in accordance with Table of Contents and as shown below:
42a.
Maps
i) Flood Zones
ii) USGS Quadrangle Maps
41
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.. Rock
UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
R.2 W. R. I W,
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9b. Drawings ........................................ 42b
i) Hastings Loop - North, Petition Area (2 Maps)
ii) Hastings Loop - South, Petition Area
iii) Has~ings Loop - North, ,Syst7m Lay~~t
42b
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Ho::"th-end ::.n::::tinrn Loop :::;icned futitions
as of JllnC 7, 1~8~
1. James L. !Jollkamper Hay 21, 1981:
2. Janet I,:. Ilo11r.amper Eay 21, 198~
3. Harold S. Taylor j:ay 21, 198~
1:. Tom Clarke Hay 21, 1984
5. Jim Hc;'~nn Hay 21, 1984
6. Anne.,:H. Rutledee 1'l1;y 22, 198~
7. Jon Pis kula !-lay 23, 1984
8. Jesse R. ,Harris I,;ay 23, 1984
9. Judy a. Luper Hay 23, 198~
10. Richard :9. }:a iT Hay 23, 1984
11. ;,:a::-k 1-1. Clark Hay 23, 1984
12. Everett G. Erickson 1-13y 23, 1984
13. Darrell H. Allsopp May 24, 198/J
V..llp:20
J1J. Robert James Campbell }lay 26, 1984
15. Eugenia Hays j,lay 3D, 1984
16. Pat Thompson Hay 31, 1984
17. Jay Orr June 2, 1984
18. Alan K. HcIlhenny June 2, 1984
19. Lois J Lopez June 2, 198/J
20. Sta:1ley J. ?auelek JlU1e 2, 1984
21. Robert Eastman JlU1e 2, 1984
22. John H. Cook JlU1e 2, 1984
23. Kathy Busie Potocki June 2, 19811
2~ . Henry Redkey JlU1e 5, 1984
25. llilas ?alta June 5, 198~
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List.. or pro?crtJ' o;-:n~r5 I:c::--th-cnd of Hazti:1r.' ~
Loc>p "ho have :lience PlD Petition:;
as of Junc 7. 1984
26. . Jerry Uoecler June 5. 1984
27. !'rank D. ~sher Jlme 5. 1984
28, Petcr Pot-Tell Powell June 7. 1984
29. Hichael Bair June 7. 1984
30. Gerald Hunt June 7, 1984
319 Harold steinke philadelphia short plat June 7, 1984
4 names -4 plats)
32. John F. Koenig June 2, 1984
33. Edward J.~ Tomassello June 7, 1984
34. Edgar :. HcHinn June 7, 1984
!lote, 34div:ided by 88 number of property owners. 38. 636 %
others ,{ho have petitions in the mail or who have said verbally that they
would get them in the mail soon. aTe;
John Peeler- Susan Holland
Lester V. Lukas, Jr.
Judith R. Hildebran6
Kurt & Pat Iamberton
and seve:-al others that I expect to receive returned petitions ~
Far verification ~~th the Auditors office my large map and a knowledge
of the location of all those who have signed petitions might be helpful
and save HUCH time. I am available if needed. Please contact ahead
of time, if possible.
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\~e, the undersigned,' rcspuctfUlly:~ctltjo.n thl" CO~"1IissiC'>ricrs .f'('
of Public Utility District No.1 or Jef!erson county, ""'ashinqlon, for .
the establishment of a local assessment district, to be };no....n as Local
Utility District No. S upon the !ol1o....ing showing:
I. That the local utility district shall include the propertJes
listed Which form a contiquous area as shown on the attached map.
All of Qovt-rnment Lot.s ] and 2; the Uortheast Quarter of the
tlorthei:st Quarter; the North Half of the southwest Quart.er
of the lJortheast Quarter; the West Half of the southeast. Quarter
of the Soutn\</est Quarter of t.he Uortheast Quarter all 1n
Section 12, Township 30 North, Range 2 West.
That portion of the Southwest Quarter of' the Sout.hwest Quarter
of the Uortheast Quart.er~ Section 12, Township 30 North, Range
2 West~ W.M., described as follows:
Beginn.1ng at the Northeast Corner of said Southwest Quarter
of the Southwest Quarter of the Northeast Quarter~ thence South
along the East l.1ne thereof a distance of 150 feet to a poJnt,
thence West~ Parallel to the North boundary line thereof~ 8
d.1stance of 386. 73~ feet to a p01nt, thence South, parallel
to the East boundary line thereof, a distance of ~25 feet to
a po.1nt, thence West, parallel to the North boundary line a
distance of 278 feet, more or less, to the West boundary line there
thence North, along the 'vest boundary of said South.....est Quarter
of the Southwest Quarter of the Northeast Quarter, to the Northwest
corner thereof~ thence East, along the North boundary of said
Southwest Quarter of the Southwest Quarter of the Northeast
Quarter~ to the Northeast corner thereof and the point of beginnJng
All of Government Lot 1, Sect10n 1~ Township 30 North, Range
2 West.
The Northwest Quarter of SectJon 7 ~ Township 30 North, Range 1
West.
All of Sect:1on 6, Township 30 North, Range 1 'vest, Except the
South Quarter of the Southeast Quarter of' the Southeast Quarter~ an
Except the East Half' of the North Three-Quarters of the Sout.heast
Quarter of the southeast Quarter~
Government Lot 1, Section 31, Township 31 North, Range 1 West.
Government Lots I, 2, and 3, Section 32, Township 31 North,
Range 1 Wcst, Except the East 10.75 acres of sald Government
Lot 3,
The North Half of the Northwest Quarter; the southwest Quarter
of the Northwest Quarter; the North Half of the Northwest Quarter
of the Southwest Quarter; the West Half' of the Southeast Quarter
of the Northwest Quarter; the Northwest Quarter of the Northeast
Quarter of the southwest Quarter; the East Half of the Southwest
Quarter of the Northeast Quarter of the southwest Quarter;
the East Half of the SoutheBGt Quarter of the Northeast Quarter
of the southwest Quarter all in Section 5~ Townsh1p 30 North,
Range 1 'West.
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Preliminary Engineering Report, Hascings Loop - North
7. Once the 12" diameter connection is made between Howard Street
and, Jacob Miller Road, the 500 GPM fire flow volume will no
longer be an issue.
8. Once the regional high-elevation storage facility is acces~ed,
the areas of low pressure will no longer be an issue.
':I. Based upon the prOJected growth of connections over time and
the concept of inclUding a capital fund segment in the mo~thly
service billing, there will be sufficient monies in the future to
construct needed storage and upgrade the source feed to
accompliah items 7 & 8 above.
c. RECOMMENDATIONS
Based upon the cbove conclusions and discussions elsewhere
in this report, the following recommendations can be made:
1. Establish a billing proceedure that includes a segment to
build a capital improvement fund to accomplish specifically
identified capital proJects and provide a fund for needed maJor
maintenance items.
2. Structure the LUD payments to run 1 to 2 years less than the
PUD's debt structure to allow for a reserve fund to be
established for the purpose of meeting Farmer's Home
Administration . requirements and to, hedge against delinquent
cssessments.
3. Identify an area (the extream southwestern portion of the
"pr.oJect) where fire flow cannot be met until the programmed
'-' ~"capi~1;~l improvemen:t~ are either individually or. Jo1ntly-"'-
'const:ructed. _. ,I '.,
4; Identify two areas (the" knoll area near the Hastings Avenue
intersection with Hastings Avenue Extended and the extream
southwest portion of the proJect) where ind1v1dual, pr1vate
booster pumps may be necessery to meet the desired 30 PSI
pressure minimum.
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81 Is it known to what extent the ridge to the east of the "main
curve" will be cut and filled?
a. A Hc@limiD.[~ estimate of cut and fill quantities was made at
the request of the P.U.D.
91 What changes will be made in the curvature of the "main
curve"?
a. T~le design for change of this cetrve'is in the conceptual stage
only.
101 Is the right of way of the curve known?
a. Yes..
11) Does the Public Works have the authority to deny the P.U.D.
placement of their system: if the Public Works has not started road
construction or finalized their plans, and the P.U.D. wishes to go
ahead and place pipe, does the Public Works have the authority to deny
the P.U.D. installation? If not, who does?
a. As long as the P.U.D. complies with the terms of the Franchise
Ordinance 12-81) and obtains the necessary permits, the Public
Works co\nnot deny installation of the system. Please see Sections
16 and 17 of the ordinance. Also see section 12, describing the
responsibility of the franchise grantee when modifications are
made on county roads by the Public Works.
If you have further questions, please feel free to contact me.
Sincerely,
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Carter" Bresk i n
Administrative Assistant
Enclose..-e
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DRAFT
County Commissioners
Jefferson County Courthouse
Port Townsend, Washington 98368
Reference: Jefferson County Water District 1t3
Subject: Request for Franchise to Locate Water Lines
Within County Right-of-Way on Hazel Point and
Haughton Roads
Dear Commissioners:
Jefferson County Water District /13 is now nearing completion of the design of a
water systems improvement project. Portions of the project call for construction
of water lines with related appurtenances within county right-of-way. We are
therefore requesting a franchise to perform the below described work.
The area involved is in the southeast quarter of Section 33, Township 26 North,
Range 1 West, \V.M., Jefferson County, along Hazel Point Road and Haughton
Road. Approximately 1455 linear feet along Hazel Point Road and approximately
400 linear feet along Haughton Road are proposed for installation of 8" PVC water
lines. These lines are proposed to be constructed in the existing ditch line with a
minimum of 3 feet of cover. Two sections of 2-inch PVC,pipe will cross Hazel
Point Road either for connection to the existing wate,' distribution system or for
extension tn lots. Five fire hydrants, two air/vacuum and pressure relief valves,
one blowoff valve, and one gate valve are also to be installed. Individual water
services and water meters will be installed if desired by individual property
owners, and these services may cross the subject roads. All fire hydrants, valves
and water meters will be constructed within 5 feet of the property line, which we
understand is the designated utility strip. Preliminary, plans of the proposed work
'35 developed by Our engineers, Kramer, Chin & Mayo, Inc., are enclosed for your
review.
We would like to open bids for the project in the first week in April. The
franchise and the related county road permit will need to be secured by the end of
February, therefore, we request your immediate attention to this matter. If you
have an)' questions, please call Andrew Nomura or Thomas Kearns of Kramer,
Chin & Mayo, Inc. at (206) 447-5300 or Herbert Covert, Water District
Commissioner at (206) 765-3956. Thank you very much.
Respectfully Yours,
Jefferssm COiJ.Qty YJ?ter District 1./3 ,
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cc: Bill How(r , Prosecuting Attorney
Ed Becker; ounty Engineer
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Notice is hereby given that a puhlic hearing will be held in the County Comm-
issioners meeting room at the Jefferson County Courthouse on March 7, 1977 at 10:00
A.N. for the purpose of accepting public input regarding the application of Jeff-
erson County Water District No. 3 for a franchise to install and operate a water
system within the right of ways of County Roads No. 4080 and No. 4065. Said roads
being located within the SEl,; See, 33, T. 26 N., R. 1 1-l.W.M. in the Hazel Point
Vicini ty.
BOARD OF COUNTY CO~ll1ISSIONERS
S ) Wi [',e!CEZ
IChairman
5 / 0 >;t{I//.:;f
Member
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February 16, 1977
Connnissioners
, 98368
Re: Franchise for Hater .District 3
for Publie !learing Hardl 7. 1977
, " . This franchise application has been reviewed by this department.
'hearing have been posted and published as required by ROW 36.55.
A tentative ,franchise has been <n:itten that appears to satisfy
and also provides that the franchise holder is responsible for road
"'system maintenance,.. hold harmless clause, relocation etc.
It is my recolDD1endation that this franchise be granted.
Very truly yours,
Edwin A. Becker, Director
Department of Public Works
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