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Home My WebLink AboutNCD980602163_20011206_Warren County PCB Landfill_SERB C_No 64 - Water Main Disinfection-OCRTRANSMITTAL COVER PAGE WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT IT Corp. Project #827062 Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, New Jersey 08691 Transmittal Number (chronological sequence): _Q_ll Transmittal Date: 12/6/01 Submittal Register Item Number: _M Resubmittal: No_x Yes __ Specification Section: 02660 3.08 J Description: Water Line Chlorination and Pressure Test Results Drawing/Detail Number: NIA Subcontractor/Supplier: Keameco Comments: NI A Number of Copies Submitted: _4_ Number of Copies to be Returned to Contractor_0 __ Submitter's Name and Signature: Gary W. Duke, P.E. &:ff: Earth Tech Engineer's Receipt Signature: ____________________ _ Comments: Receipt Date: Engineer's Approval Comments: Reviewer's Signature Project Manager's Signature □ A. "Reviewed and approved, no exceptions taken" □ B. "Reviewed and approved with comments □ C. "Revise and Resubmit" _______________ Date ________ _ _______________ Date ________ _ HIGH QUALITY H20 ~G'r~\-a ~:;t;~()t?~3A.i \/CJo--:~;;;~z-1 r121,Q;?lj) s.:..')t ~) ',,.-1;~ / Filters rt'fJ~ ~ FilterCo. Softeners Purifiers BACTERIOLOGICAL ANALYSIS Laboratory ID#: __3_ T'/ '1 5 lo /, l / WaterSystemID#:JJJ_fl-==-----I _Cou_o/r ~, ---"-w __ a.._1/l_..,./J--1,_ .... w--"---~---------- NameofSystem: IAJt1J/,I\W Clnk,;t,1 pc B ;f(Q,(bdfJJ Q~ Paw eci Sample Type:_\ (!=Routine; 2=Repeat; 3=Replacement; 4=Plan Approval; 5=Other/Non-compliance) Collected on: DATE_\_(/;)_?=-'-(;MM/DD/YY) . TIMf~ L : 0 0 _8_M (HH:MM AM or PM) Location Where Collected: (ld_ t rnd Lu aL1,, tf\lA.il,, Location Type:_,_ (!=First User Tap; 2=General User Tap; 3=Last/End User Tap; 4=Source/Intake; 5=Other) Loca,;on Codec J2 'D l · Collected By, 9' ~ ~ ~ dY FOR REPEAT SAMPLE: Previous Positive Location Code: __ _ Positive Collection Date: __ ! __ !_ Time: Proximity: _ (1 =Same; 2=Upstream; 3=Downstream) Telephone No . ..___.__ _____________ _ CONTAMINANT Total Coliform Fecal/E. Coli Heterotrophic P.C. RESULT ~Tll°~PRE;ENT AB~ INV~ID _,3._L~ □ ~ □ _____ ./ml (number) ) Repeat Samples Required Date Analysis Begun: j_ L1_J.!}_1_Q ..1 Date Analysis Completed: L l_t..:2_ _¼_;_fl L Laboratory Log#.,,...________ ~ :OMMENTS: Sa.01-f le. ~ FOR REPLACEMENT SAMPLE: Original Sample Type: _ ( 1 =Routine; 2=Repeat; 3=Plan Approval; 4 =Other) Original Collection Date: __ I __ I __ Time: __ . ___ M Type of Supply : □ Community □ NTNC □ Non-Community □ Adjacent □ Private □ Campground Type of Treatment: □ Chlorinated □ Non-Chlorinated Free Chlorine Residual: _____ _ Combined Chlorine Residual: INVALID CODES 1) Confluent Growth/No Coliform Found 2) TNTC/No Coliform Found 3) Turbid Culture/No Coliform Found 4) Over 30 Hours Old 5) Improper Sample or Analysis ( ) Replacement Sample Required Time Analysis Begun: fl. L:_f1 Q f M Time Analysis ~L:{J __ Q_fl_ M Certified By: ~ SOLON SMITH *123 HORNER ST. *HENDERSON, NC 27536 *(252)-438-6600 JEHNR 3757 (01/97) 'ublic Water Supply Section (Rn icw 01/99) HIGH QUALITY H20 TJ'(J3~ ~ FilterCo. BACTERIOLOGICAL ANALYSIS Filters Softeners Purifiers Laboratory ID#: __1_-a-_1_ 2 ~ _ ~ Water System ID#: jJJ__ fl-_-;;-_ 3~un~. ~, J -~~~..lLl<:..u..~-=-'---~--~---- Name of System: IA)a,a/11/J/ CtzflJ-!y -pcJ3 ~ fl p~ fa o/-1-C f Sample Type: _I (!=Routine; 2=Repeat; 3=Replacement; 4=Plan Approval; 5=Other/Non-compliance) Collected on: DA TE J__ _(I:;}_!]_, ~(MMJDDNYJ_ --TIME~ L_l 2_ /l_M (HH:MM AM or PM) Location Where Collected, (;)J. 0 Jfcu / 0 ' ;) $0'0 fL ' Location Type:_\_ (l=First User Tap; 2=General User Tap; 3=Last/End User Tap; 4=Source/lntake; 5=Other) Location Codec fl O d-co!lected By, ~ W J.LQ.tJ'.nOll::r::'. FOR REPEAT SAMPLE: Previous Positive Location Code: __ _ Positive Collection Date: __ ! __ !_ Time: Proximity: _ (1 =Same; 2=Upstream; 3=Downstream) MailR~ultsT~t: Telephone No . ...___..__ __________ _ RESULT :ONTAMINANT ~TrO;Q PRE O SENT 'otal Coliform _iL -2. ABSENT INVALID ~g ;ecal/E. Coli Ieterotrophic P.C. _3j_Jq D ) Repeat Samples Required ----~/ml (number) ►ate Analysis Begun: j_ l_1_2_1t VJ tate Analysis Completed: _l Lf-2.,_~_Q_ 1_ aboratory Log # . _ _ / OMMENTS: 0~ /Jf14LJ.UL FOR REPLACEMENT SAMPLE: Original Sample Type:_ (!=Routine; 2=Repeat; 3=Plan Approval; 4 =Other) Original Collection Date: __ ! __ ! __ Time: __ . ___ M Type of Supply : D Community D NTNC D Non-Community D Adjacent D Private D Campground Type of Treatment: D Chlorinated D Non-Chlorinated Free Chlorine Residual: ______ _ Combined Chlorine Residual : INVALID CODES 1) Confluent Growth/No Coliform Found 2) TNTC/No Coliform Found 3) Turbid Culture/No Coliform Found 4) Over 30 Hours Old 5) Improper Sample or Analysis ( ) Replacement Sample Required Time Analysis Begun:Ql_:6 (;, P M Time Analysis~ j_:.fl_ Q_ fl_ M Certified By: ,4,~:,j&-l~,.I...;;;,:~=------------ :HNR 3757(01/97) SOLON SMITH *123 HORNER ST. *HENDERSON, NC 27536 *(252)-438-6600 blic Waitr Supply Section (Review 01/99) ~Go;i:~ Ll,~7 ,:J7fv"?Ij·]; ~ .. ~,. "--.Jt-~·-. T!'(J3~ ~ FilterCo. HIGH QUALITY H 20 Filters Softeners Purifiers r? . 7""> 7.. 1-:,1 ~~ <...J I__,,_/,,, ~ ~1--~c/19 BACTERIOLOGICAL ANALYSIS Laboratory ID#: _3__ 1 l"f 5 lo lJ ~ Water System ID#: -,iU il-__ -_ _ C unty: • . . . NarneofSystem {,A}tv/,Mv C<D,My f_e,$ J!,o.,dpi ~=~ Pribµd Sample Type: _L (!=Routine; 2=Repeat; 3=Replacement; 4=Plan Approval; 5=Other/Non-compliance) Collected on: DATE __l _/ 1_dJcJJ~2i= TIME-L.½3_ 0 ~M (HH MM AM or PM) Location Where Collected: 1/4.Vv Bf /Jt; !;Mu,> J ~ Location Type:_( (!=First User Tap; 2=General User Tap; 3=Last/End User Tap; 4=Source/l'lltake; 5;=Other) Location Code: _(J.. Q J_ · Collected By: ~ I UYo,..v? l ) ,~ oY FOR REPEAT SAMPLE: Previous Positive Location Code: __ _ Positive Collection Date: __ ! __ !_ Time: Proximity:_ (I =Same; 2=Upstream; 3=Downstream) Mail Results To: ,f/ . _ /' {1_ t . /lll[u..i,1 ..) l u2Lo . '_f/4[, ~ c2?9 r'~J~ Al Telephone No. ~-~----------- :ONT AMIN ANT fotal Coliform :;ecal/E. Coli :-Ieterotrophic P.C. RESULT METHOD PRESENT ABSENJ... INVALID 3j__.c)_ □ ~ _..........-D __3_L _,b D ~ D ----~/ml (number) ) Repeat Samples Required )ate Analysis Begun: _l_l_; :J _)_1_!)_!_ )ate Analysis Completed: L Lt ;;2 ~ _Q_ L ,aboratory Log#--------:~ ~ _ _/ :OMMENTS: ...5ttny2.Lt ✓ ~ FOR REPLACEMENT SAMPLE: Original Sample Type: _ ( I =Routine; 2=Repeat; 3=Plan Approval; 4 =Other) Original Collection Date: __ / __ / __ Time: __ . ___ M Type of Supply : D Community D NTNC D Non-Community D Adjacent D Private D Campground Type of Treatment: D Chlorinated INV AUD CODES D Non-Chlorinated Free Chlorine Residual: ------ Combined Chlorine Residual: 1) Confluent Growth/No Coliform Found 2) TNTC/No Coliform Found 3) Turbid Culture/No Coliform Found 4) Over 30 Hours Old 5) Improper Sample or Analysis ( ) Replacement Sample Required Time Analysis Begun: ..D j_:fl O £ N TimeAnalysi~L:O Q__fJ_M Certified By:~ · EHNR 3757 (01/97) SOLON SMITH *123 HORNER ST. *HENDERSON, NC 27536 *(252)-438-6600 1blic Waler Supply Scclion (Review 01/99) To: Fax#: From: Subject: Aiken~ Yelle Associates (919)877-9979 @ Aiken & Yelle Associates, PA Professional Engineers & Land Surveyors 3755 Benson Drive Raleigh, North Carolina 27609 919-877-9992 Fax 919-877-9979 e-mail ayes@intrex.net _.BL.£.....!...!{ '--~'--..:·..wG~e~b::r.b-:e:=AEi,!cC!;,;;,...~C~fZ.:=_-_ Date: i'/ov -3 D.. ~ I 7 Z 52.--fZ 5 '1--1 '2-18 Pages: __ including this Arnold E. Aiken cover sheet Comments: ________________________ _ 01.1 /Jcv • k 61 2..&c:? I, kc, 1}5E'l?l,/CQ '1lt6 ? Uav j.Z-.• y' R C's-Su Rd, I 6:$T .p;, 12 ·111a 6NCd{-9vc..-!ll1r1 ll, ( l, ILJf5 ,A-t-:Lo nfu q '( 6°d~4-P .Lt 1,16 -· i TRANSMITTAL COVER PAGE WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT IT Corp. Project #827062 Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, and New Jersey 08691 Transmittal Number (chronological sequence): 043 Transmittal Date: 11/01 /01 Submittal Register Item Number: 63 partial Resubmittal: No_.X_ Yes __ Specification Section: _02660 1.02 A Description: Shop drawings and work drawings for the water distribution system (Rev. 2) Drawing/Detail Number: NI A Subcontractor/Supplier: Keameco Comments: Number of Copies Submitted: _5_ Number of Copies to be returned to Contractor 0 Earth Tech Engineer's Receipt Signature: ___________________ _ Comments: Receipt Date: Engineer's Approval Comments: Reviewer's Signature Project Manager's Signature □ A. "Reviewed and approved, no exceptions taken" D B. "Reviewed and approved with comments □ C. "Revise and Resubmit" _______________ Date ________ _ _______________ Date ________ _ The water meter and the RPZ back flow preventer will be contained in separate boxes. The RPZ back flow preventer will be installed underground at Macon Robert's request. One to two feet of gravel will be placed underneath the box containing the back flow preventer. The meter boxes that will be used are noted in the vendor literature attached in this submittal. #19811 P.002/007 OCT ,25 '200 1 11 :37 ::::0 rT1 < (J) rri CJ :"§: ► ri ::;o C z 01 0 r7 (/) ~ ;~ I .,, ~ ~! I ,i; i -0:. i .Ii,, I ~ I I ... I ~ I I El I G) z . __,. r 0 : ; "' ............ N N ............ 0 ........ L r--0 0 --... ""' 0 0 "' ""' CD °' ...... 0 """ FENCE >-< ..::i 0.. "' ::::> U) 0 w:. ·~\\ FIRE HYO RANT ~ ~ TAP OFF 2" PIPE FROM 6" PIPE ------Sl1E GA TE ·\ .. )I ... ACKFLOW PREVENTER ME1ER WITH F VALVE :r: ----~ g AND RISE TO 2' BELOW GRADE. :r: r--C"> ...... ...... ..... 0 0 N Lf) N E-< l) 0 # EXIST. ACCESS ROA,.,.\ DETAIL OF WATER LINE INSTALLATlON AROUND THE HYDRANT OCT .25'2001 11:37 HUGHES SUPPLY Neptune® T-1 O® Sizes: 1 ½" and 2" f=o~urv1: ~ P,.nofitv Rolr-SGal•d Aegist•r •Magn.etk-drtv~, low to,que regl.stratlon ensures s.cov~ -Jmp•t..1••r••N\\Mll1 '"·"'· "', .. ....,... •~·,,.. . . tor reg,~llltY -1 ;f r,~-1 '-• I """'"" ,,,""'9,-...+,-v detects /oo~ • Bayonet movr'lt allows . in-fine servfccabllfty • Tomp,.,r,:,r-r.,,:,f r.~~r (lifl rlAfAr!i th~ • Dafg of manutacturq, size, and model stMiped on d/a/ faee . c;;a.st Bron:ce Maincase • Sturdy, curabl~, ~rrosion reG!st~nt .... ,.. , ..... , ... , ..•. , ... , .. -v- • Handles lrHln8 piping stress • 8eotriC€1l grovnding continuity • Residual valt.W Nutating Oise Measuring ChamJ:>er a WfrfF-1'11: errec11vR flqw...renr:ie for groatG[ vti/ir.y rev.in~ • Excellent Tow now accurar;:y • Corroslr;:n:1 resisr.ant • F/o~Ung ct'lambsr de~r, is un~tro by rn«~ p<>s/rlon or in•lln~ plplnQ st.rqoo • Thrw-p~ charnb~ tor ettSy s-1rvlceabll/ty sy,toms Compatibility UOnMrUcn;;.;;. --• · I Ile Neptvno T 10 wo.t,:,r "'·"'"' consists ot t/We 1TI11/or component assbmblles: a roll-sealed register, a cast bronze mal,ic133~, 111nd a nvtatlng cit,c m~11r,~ UI "-'" 11.>.:.i: Th(! dlreot-~adfn9 regisf.er ~i;vnbly 1s r•1• ...... .,,, ,..,,,,-1-~+1,.c:, ,-..,o t"Oolnc, anrf 1s couproo rnegne~Jy to the measi.irfng ch~mber, Th'!J register conta.lns a low flovv Indicator for 11101< tJt:Lt:\JIIVf I, 1:U 11) (I.If llcf1ti.lJ1 f">I. convqnf~e, can bl) ' ' moumoo on the meler In 81"/'f of four: positions. ,AJso., cvaUabfa are r~rnote · ··: n:i:idlno reof9ters for th.., · · ~opl<11"'Q 4AR• (Ar 1lri/'rll'lf/r, Reading wid l::!lflfng :~vstehw, M"OHeso-· ARB,· P1Jl~•RM vfsua(rer,not.lll·systern, 011!;1 TRIOON•S", TRfCON·E2", and Flo&iarcti• rntems. The reg)ster Is $ecured t.o the malncsse · Via 12 tamperproof ~al pin. 7i '""' ,_'7_ ... ,r;,•Jf""WP,.r.:'\IM,,r,,,r.nr.t -hrr::-:-• .-it, .. , •- maiciCB9e vvlll withstand most eervioa oondltloris: lniernnl we.trJr pr~ssurv, r¢ugh haodling. and ln·lln1:t piping wess. Tile lnnovFJtlw floating champer do~lgn of tt,e rnJ1atlng disc m~vrfng ~lqmer,t protects the chrunber tn:,rn frost damage while the vnique chamb~r seal ext1;1nd~ the /ow llow i;,couracy by ~alfng tM cha1T1~r 01.itlet port to me mEJ/n<;ase 01Jtlel port. The nutating dlso mGasvrlno tlf'VrtJC:I JJ ,.u,r,r.."9~ ~IJtfV.OtVff"IIClt"'f~l-,L #1984 P. 005/007 Residential Meter ., ,.~.,,:~•·• .. · ············~,· ,.· ·;. ,;_ . . ,•:. r .. , . . . ~. ; : .. ~ .;·•··--•:.;•·;, · ..... . ,.,..(,,ltf,..,~.~.mr<.y LV 011 '"""I.JL"111~ o,._,u, .. ,,,..., ,.l'..,YI._....,..., flv,-.t,-_.Jfl'-li' ,,,.,.,,,nl..,.1 ... •• ... ., ..... ._,, •••··••t ,.,,.,.t • .tl•r• 1:"I f'"/lrr fl"\ , ,I . min11 ru<:t-w~r. ! · 1 .• -·• · · Performance ... ,\ .. , ~very Neptune T• 10 wat~r meter ' ..... ,,_ ....... ,. -. ,, ,, .. ,_ .... ".,.,.,.,,,,. V,'YV ..., .... '"""'-""'· , ...... -· "''' .. ''-' • 1, ..... •,. II .... ,.11,,. .. ...-, ... ,.., ___ ,, ...... ,--f, .. ,,. , ..... ,, ...... .,..,.., ""'""" , ....... e\'-'-"'tQ..V'f' ~•"..:I dopOl'"ldo.biUty ,:,/r-,r;u.;1 1 OO!J, en~unng maximum vtlflty reveri1Jc;,. ',,:'' .. ~ 'i,\11!!.':' ...... • • <o I ··,. •• . ..;,I . ···•: .. ,;()~ ..... ._, .... ---,--/C; 7 OCT.25'2001 11:38 NII warraot.y ~ miar,u'l;'ntnr~ Neptune T· 10 warer ml'.1t8rs nm wam~nted by Schlvm~rger for perfom1,~nce, mat~a!s, ond worl<manstJip. Schfumb9rg1a1r (urfMr offers en op!f011al post-w.irr.i.nty rn0lnte,,ar,c-9 pr09ran, for extrmc:too »vk:e life. Wtxm d!?SlreC, maintenance rs i;'OSlly occornpllshed eittler by ~ac::f.!rn1mt of mR/or assemblk~5 or lndividval CQfT1PQl1€Tlts. Guaranteed Systems Compatfbifity All NepWn~ T-10 meter$ ar"e gu~r(lntfXl(.f adaptable to our Pvl~r-RM, ARB .. , Prc,Read'" ARB•, CMR, TRICON·S, , , ••••"•••"' - ' ' •• ' • • •• • • •• I • •• •• • • • •~ .. ~-• "'il,l"'fJ•..-11••.'1,l#IIII ti 11 1-1 IN Hitt 11,.1 II -I 11-1~1 fol fl IJ ~, . ., .... ""' 3peciffcations Appl/cation Cold watsr moom..1remerrt r.>f now in one direot1011. nm.1xImum vpenumg i-ressure 100 p~ (1n.~ J<Ptil Maximum Operating Temperature eo•F .Registor Direct r8aclfng, center swgqp, ro11 .. S'l)aled, mr;i.gri'lllr.: drlw w/rh low Now lndfca1or. Me~isuring Chamber N1,1teitlnQ dlso, .iyntt,9t)o polymer Qr:,tJons Siles 1 'a" FlQ.rlgQc:I or tJ-Ore:w end 2" ffm,gQd or oorew end Unfl'.5 ol Measure U.S. ~lion~ Imperial Gallonti Cubic F~ CIJblc M~,~~ Register Types Direct Rirooing: Bronze box .ind c~, (standard} Rernot11 A~adfng: Pul9er-RM AAS. ProRead AR8 TRICON·S TRICON-E2 R~i:;fr,Jm Me<!suring Chamber Syntt,11\i<; Polyffi€r Comp..mion ~li:mgos C1;1st Iron or i;!rQn;,;G c:;,..~w,,n~• ~.,... or~toF~ 1600 Al~n MIOhWIIY 221'1 . T!tll•""""'· Al :lf1(J71l Toil Frw 1,~!)()-MG-IS9Z F/>X ('Oi\} 2$:H4~4 c;;rJat.crMr S.rvf<l• E,,n.ill: rtfdell!_ortillt'IIG/b,<:Orn ()i.,,r.i;rmr ~po!l F.·rrn•/1: lrjd11r1(_supp<;>tt@'1b.1'Qm YJ:,t\ WI yY•l.t •ilAo ,;,.t, ........w,:>lb . .:omA-vnt.<-r,'W,:',Tr:; r,om HUGHES SUPPLY Mfln rcol"ffl.af Opvratlng Rimg"' s;Q @l00'% Accuracy (!1,S¾J !'fg• 2 to 100 1.)9 ;pm 0.46 '" 'ZZ.73 ml/h 2· 21,w ro fl!ID us 'ftrn .57 t,;, 3f.l.36 m VI'\ Registration R""Vi•fffllon (Jiff !JIW9P r,.r,d J'Y\'OM;,,,,>: ,11,• 2• 100 UIS C.QflOn,, ✓ ,I JQ(I 1m~11 O•~on, ,I ,I ''? g~iO f~,t ✓ "; ............. r~.! ,r.:'~1.".~·~1':" ....... ,,,-:: n • ..,...., .. ~, ... ..,,.. "' 1• .. ,_, ~..--,11•••'1, 111•" a• 100,0QO,Qi?() ua 0,11<:in, ,, ✓ ,a,,,,oc:w:,,,,o,x, '""'qrt-.te...-,~"" ., ., lll,00Q,Q00 Cubic ~"I t ✓ 1.000.000 c~~rrn ✓ ,,:,r,,:1,,:v:iw:,f"'I, ....... ,_,_ , Dimension$ A a C ·M-r S"4 illl""' Silll! fnfmm 111/1)1m . ll'Vl!1m lnfmm JI/-/ 11?"1, ,,,1, .. 8'1• 8"/1r, S"'°"" 1<1111 ~2! 205 z~ 21? ,,,.,. ,, fl'/"' ,,,. e"f,• FJw!!IQdlm 0:,0 20~ 20CI 217 2" 151/◄ 8'1!• 9'if,. 9"/4 S<:rvwEn<I 0'87 ,Mo ~37 ~~ ;e-17 'i>'h• 9)l," g•f• FI01V1111;1)(1 4il! 210 £'J7 248 #1984 P.006/007 AWWA I.O'I" Flaw Sr.andard (MS% ,4,;,~ur&ey & r.o 100 us fJfm 1.11022.7 m /lJ ~/tUSgf,m 0.17 m Ill a to 1eo us gfim 1.8 to 38,0 m 111 11.JS~m o.~3 1h Put 1rrmm 9¥1n 237 <:>'/Ir, 237 1111• l?B(l I l'f• ~S(J 0 e ·- 'Tl'!< ... ...CIJ Thrff<J ~~-fi!ll'tt p,er Inch 111/a - TJl/p - -- ~ '"'""" IJ,Sl/c-9 l'/t" 2•/ta ~, NPT 6!i 14,J 2~1i. 1115 -ss T~.$J 12' '>'I• 40 rwr 1~ 1$.I -rs•t• 44 79 20.0 l,,,.,,,,~ll'lllM..,.r 0•'--=• TIIIIN11'99, Al. l·OOO·i:l411·1/l?2 tJ'.J4) za3.~cre fM (:,.,1J{ Zl)..)•ri~~ N1rlu1,~ T•l" J,';ij /CIJ~~Q <;,c-/,f11m~, .,,.._,,,,,,.,.. Mcnor,mn/'/rlf s.,,,.,1eo,, lllC. 2 ,---------GENER AL FOUNDRIES INC. ----------; A I E r s::~ r 14• m ► B -1--i B mm l ;;a ;;a l TYPE-A TYPE-B TYPE-C TYPE-D TYPE-E ITEM DIMENSIONS IN INCHES COVER EQUIVALENT NUMBER A B E TYPE TO 52313 23-1/2 12-7/8 13 A JEFFERSON PARISH 51611 15 10 10 A&B MOBILE WTR & SWR 53018 29-3/4 17-3/4 18-1/8 C&D MBXSA 51812 18-1/2 11-9/16 11-7/8 A SCHOFIELD 52116 21 14-5/8 16 E DECATUR '--------------Tel: (800) 222-9555, Fax: (800) 275-9555 -------------' 94 -Hersey:.}teters Model MVR Magnetic Drive Vertical Turbine Meters · Sizes 3/4", 1", 1-1/2", 2", 3", 4" and 6" Performance* Head loss -3/411 and 111 -, 18 (f) a.: 16 w 14 er: :J (f) 12 (f) 10 w er: 0.. 8 u. .. ¾" 1· 0 6 (f) .,v .,i,,..,-""' (f) 4 0 ....J 2 l..,..,-,-' -:--... 0 5 10 20 30 40 50 RATE-OF FLOW - U.S. GPM . Head loss 1-1/211 and 211 -, 18 (f) a.: 16 AWWA STD. AWWA •• STD., w 14 er: • :J 12 (f) (f) 10 w er: 0.. 8 u. 0 6 (f) (f) 4 0 ....J 2 , Pk" 2·, / / I/ ./ ./ ~- ~ .... ---- 20 40 60 80 100 120 140 160 RATE OF FLOW -U.S. GPM Head loss -311 and 411 18 ui a.: 16 I AWWA AWWA STD. STD.-~ ,1 I w 14 a: [/ 4• :J 12 (f) (f) 10 w a: 0.. 8 u. 0 6 (f) (f) 4 0 ....J 2 / 3" V ~ .,v ., ,,, ..;" .,v ,V .,v ~ i.---- t.....:: i::::-- 0 50 100 200 300 400 500 600 700 RATE OF FLOW -U.S. GPM Head loss -611 16 AWWA i-.--STD. (f) 14 / 6" a.: I/ 12 w / er: / :J 10 (f) I/ (f) w 8 a: ., / 0.. u.. 6 0 V / (f) (f) 4 0 I/ --....J .-' 2 0 100 200 400 600 800 1000 1200 1400 RATE OF FLOW - U.S. GPM *Performance curves are typical only and not a guarantee of performance. Accuracy -3/411 and 111 102 @ 100 er: ~ 98 a 96 ~ 94 ~ 92 w O 90 er: ~ 88 86 ¾" 1" 0 5 10 20 30 40 50 RATE OF FLOW -U.S. GPM Accuracy 1-1/2" and 2" 104 ,...,....,...,...,..,....,...,..,...,..,-,----,-----..--...... -- 102 l-,0J---id-,;;i-d--1-f'.J"'..!-...+ .. .,j.:r.._1_+-~d±-cc_--,_,--,,-l,---,,.-=-c+-_-_-_-l-,A-w-w-A __ +-_---I 1:'/;1" -- @ 100 ~ er: w 98 f- --STD. (f) 96 a ----w 94 er: f-z 92 w (.) 90 er: w 88 0.. 86 a++-++l-+-+++-i-+---+----+--+---+----f 0 20 40 60 80 100 120 140 160 RATE OF FLOW -U.S. GPM Accuracy -311 and 411 104 102 H¼!±+=-=t=-=-t---=-+,--=l-=-=/=-c=-l=-=--tc__,_!-:,-d--,=.!,~l:---:+=-4 U+t~~=;=~::;=;=::;,...::.3"+-...j_~~A-WW_j._A_-~_/..1:__j @100 H ~ er: -,_ -s{D. ---~ 98 ll+l+i=..=.f=--=--F-=-'1-'=-.:::f.-=-=F=-F--=-fc..::_;;....=.4-=:..:,__,,,"'-=-J=--:=-I=-~ a 96 11+1+1---+-l------l---+-l------l---+-+---+---+-+---+-~ ~ 94 11+1++--+-+-----+--+-+-----+--+-+-----+--+-+-----+---I ~ 92 11+1++---+-+--+---+-+--+---+-+--+---+-+--+---I w O 90 ll+l'+l---+-+--+---+-+--+---+-+--+---+-+--+---1 a: ~ 88 ll+l'+l---+-+--+---+-+--+---+-+--+---+-+--+-~ 86 11+1++--+-+--+--+-+--+--+-+--+--+-+---+---I 0 50 100 200 300 400 500 !300 700 RATE OF FLOW -U.S. GPM Accuracy -611 104 102 Hcl+l±-.,,-_-:c--::_+._=-=--=-+=-=--=-±-::_;-:_::-_=-t-::_--,_,-,,-!_~A"'WWc=7'A -~~-.,,-,-I o 1 oo ~Q~jj~:~~t~~:~~~~:j~~~~r~~~ti~s~r~D~. -!~~s~:j w 98 ..-ffi 96 ~H-l+---+---l'---+---+--1--+---1 ti 94 ~H-l+---+---1--+---+--1--+---I a 92 IJ+-~+---+--1--+---+---11----1----i ~ 90 IH-f-f---+---+--1----+---+----1'---+---I f-88 li+-f-f---+---+--l----+---+----1--+---I ~ 86 lf+-f-H--t---+--t---+---+---1--+--~ (.) er: w 0.. 100 200 400 600 800 1000 1200 1400 RATE OF FLOW -U.S. GPM 4.3 02-01 ➔ Model MVR Magnetic Drive Vertical Turbine Meters Sizes 3/4", 1", 1-1/2", 2", 3", 4" and 611 Meter Registration Meter Size Initial Dial * Capacity 3/4" 10 Gallons 10 Million l " 10 Gallons 10 Million 1-1/2" 100 Gallons 100 Million 2" 100 Gallons 100 Million 3" 100 Gallons . 100 Million 4" 100 Gallons 100 Million 6" 1000 Gallons 1 Billion * Registration equal to one full revolution of the sweep hand. Flow Characteristics Meter Size Typical Low Flow Typical Operating Range (95% Minimum) (100% ± 2%) 3/4" 1/2 GPM 1 to 30 GPM l" 3/4 GPM 1-1/2 to 50 GPM 1-1/2" 1-1/2 GPM 2 to 100 GPM 2" 2GPM 3 to 160 GPM 3" 2-1/2 GPM 4 to 350 GPM 4" 3-1/2 GPM 5 to 650 GPM 6" 5GPM 15 to 1300 GPM 4.2 02-01 -Hersey~ters Initial Dial * Capacity 1 Cubic Foot 1 Million 1 Cubic Feet 1 Million 10 Cubic Feet 10 Million 10 Cubic Feet 10 MilHon 10 Cubic Feet 10 Million 10 Cubic Feet 10 Million 100 Cubic Feet 100 Million Maximum Continuous Maximum Intermittent Operation Flow 25GPM 35GPM 35GPM 55GPM 70GPM ll0GPM 115 GPM 175 GPM 240GPM 390 GPM 450GPM 715 GPM 910GPM 1430 GPM Copyright 1995 · A subsidiary of Mueller Co. Printed in U.S.A. Series 009QT (¼"-2') Reducedpressure>zone (RPZJ., backflow preventers .·. Feaf1-1 res • Internal relief valve for reduced installation clearances • Captured springs • Designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. Protection from health hazard cross-connections or , containment at the service line entrance. • Line sized checks reduce potential fouling 009QT ½" • For continuous pressure use; protects against both back siphonage and backpressure backflow. Spe:cificatlvns • Sizes: ¼" -2 (8-50 mm), NPT female connections, quarter-turn, full port, resilient seated bronze ball valve shutoffs (Model 009QT). • Sizes ¼" -l" (8-25 mm) have tee handle shutoffs, Sizes 1 ¼" -2" (32-50 mm) have lever handle shutoffs. • Two in-line, independent check valves with intermediate relief valve. • Standard ball type test cocks. Flow Charts see page 35. Di:rnen:si.ons/'wV gts. N Order· Size,(DN) Model No,§ in. .mm in. 0090T 62098 ¼ 8 10 0090T 62096 ¾ 10 10 0090T 62094 ½ 15 10 009M3QT 6303.0. ¾ 20 10¾ 009M2QT 63020 1 25 16¾ 009M20T 62920 1¼ 32 17¾ 009M20T 62921 1½ 40 17½ 009M2QT 63010 2 50. 21¾ 009QT-S 62181 ¼ 8 10 009QT-S 62180 ¾ 10 10 009QT-S 62095 ½ 15 10 009M3QT-S 63031 ¾ 20 10¾ 009M20T-S 63021 1 25 16¾ 009M20T-S 62950 1¼ 32 17¾ 009M20T-S 62952 1½ 40 17½ 009M20T-S 63011 2 50 21 ¾ A *B mm in. mm 250 4% 117 250 4% 117 250 4% 117 273 5 127 425 5½ 140 441 6 150 454 6 150 543 7¾ 197 250 6 150 250 6 150 250 6 150 273 6¼ 159 425 7¾ 197 441 7¾ 19T 454 7¾ 197 543 8¼ 210 C T B D t C in; 3¾ 31/s 3¾ 3½ 3 3½ 3½ 4½ 3¾ 3¾ 3¾ 3½· 3 3½. 3½ 4½ mm 86 86 86 89 76 89 89 114 86 86 86 89 76 89 89 114 • Servicing without special tools • Top access, single cover • Two in-line independent check valves with intermediate relief valve • Standard ball type test cocks For additional information, request ES-009. For information on Air Gaps and Vent Elbows see page 34 or request ES-AG/EL. For WattsBox Enclosures, request ES-WB and ES-WB-T. -Options add Suffix: HC -with fire hose connections (female hose swivel x male NST) QT -with quarter-tum, full port, resilient seated ball valve shutoffs S -with bronze strainer LF -without shutoffs AQT -elbow fittings for 360° rotation (¾" -2"only) PC -with internal Polymer Coating LH -with locking handle ball valves (open position) SH -with stainless steel ball valve handles add Prefix: C -with clean and check strainer(¾" and l" only) U -union connections (Send for ES-U009AQT for more information) SS -with 316 stainless steel backflow preventer and ball shutoffs D L .. M· N . Weight in: mm in. mm in. mm in; mm lbs. kg: 1¼ 32 5½ 140 ----4.50 2.0 1¼ 32 5½ 140 --- -4.50 2.0 1¼ 32 5½ 140 -- --4.50 2.0 1½ 38 6¾ 171 ----5.75 2.6 2½ 64 9½ 241 - - --12.25 5.6 2½ 64 11¾ 289 - ---14.62 6.6 2½ 64 111/a 283 ----16.32 7.4 3¼ 83 13½ 343 -- --30.00 13.6 1¼ 32 5½ 140 2¾ 60 2½ 64 5.50 2.5 1¼ 32 5½ 140 2¾. 60 2½ 64 5,50 2.5 1¼ 32 5½ 140 2¾ 70 2¼ 57 5.50 2.5 1½ 38. 6¾ 171 31/Js 81 2¾ 70 7.75 3.5 2½ 64 9½ 241 3¾ 95 3 76 15.25 6.9 2½ 64 11 ¾ 289 4¼s 113 3½ 89 20.19 9.2 2½ 64 111/a 283 47/a 124 4 102 20.32 9.3 3¼ 83 13½ 343 513/is 15t 5 127 36.87 16.7 §-Contact your local Watts Agent or call Customer Se,vice (978) 689-6066 for other models/order numbers or refer to PL-WR. • B dimension is from the lowest part of the valve (the relief port) to the highest part of the gate/ball valve shutoff. watts regulator • backflow products division 7 TRANSMITTAL COVER PAGE WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT IT Corp. Project #823851 Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, New Jersey 08691 Transmittal Number (chronological sequence): 024 Transmittal Date: 08/01/01 Submittal Register Item Number: ~63 __ _ Resubmittal: No _1L Yes __ Specification Section: 02660 1.02, A Description: Shop drawings and working drawings for the water distribution system Drawing/Detail Number: NI A Subcontractor/Supplier: NI A Comments: Encroachment Agreement and shop drawings Number of Copies Submitted: _4_ Number of Copies to be Returned to Contractor 1 Earth Tech Engineer's Receipt Signature: -------------------- Comments: Recipients: Jim Cloonan, Pat Backus, John Funk, Dennis Jones Receipt Date: Engineer's Approval Comments: Reviewer's Signature Project Manager's Signature D A. "Reviewed and approved, no exceptions taken" □ B. "Reviewed and approved with comments □ C. "Revise and Resubmit" Date ------------------------- _______________ .Date ________ _ STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GoVERNOR COUNTY: Warren DIVISION OF HIGHWAYS Division Five P. 0. Box205 Henderson, North Carolina 275;16 . Telephone (252) 492-0111 Fax (252) 492-0123 7/3/01 NC Dept. of Enviroment & Natural Resources 401 Oberlin Road Raleigh, NC 27605 Gentlemen: LYNDO TIPPETT SECRETARY Subject: Encroachment Contract -NC Dept. ofEnviroment & Natural Resources water main tap SR 1604 ENC#: E53-41-01-062 Attached for your files is a copy of Right of Way Encroachment Contract which has been properly executed. This contract covers the following: water main tap This encroachment is approved subject to the applicable Special Provisions which are attached to and made a part of the Encroachment Contract. Please refer to Encroachment Contract E53-41-01-062 in all future correspondance with this office about this. project. Sincerely, cc: John B. Williamson, Jr. Scott Capps, P.E. County Maintenance Engineer E53-4 l-O l-062 Encroachment Special Provisions Lane closures shall be restricted to between 8:30 am and 4:30 pm. NCDOT reserves the right to further limit, restrict, or suspend operations within the right of way if, in the opinion ofNCDOT, safety or traffic conditions warrant such action. 2 It shall be the responsibility of the Encroacher to determine the location of utilities within the encroachment area. The encroacher shall be responsible for notifying other utility owners and providing protectioD:_ and safeguards to prevent damage or interruption to existing facilities and maintain accessibility to existing utilities. 3 Utility is to have a minimum cover of 36 inches in non-directional bore applications. 4 The utility trench backfill material is to be placed at a maximum 6" loose layer and each layer thoroughly compacted. 5 All utility installations shall be made in accordance with the Division of · Highways Policies and Procedures for Accommodating Utilities on Highway Rights of Way. 6 Pavement will be repaired with material approved by the Division of Highways and to a strength equivalent to the existing pavement. 7 Only one-half of roadway is to be cut at one time in order to maintain traffic. 8 Excavated areas adjacent to pavement having more than a 2" drop shall be safed up at a 6: 1 or flatter slope and designated by appropriate delineation during periods of inactivity, including, but not limited to, night and weekend hours. 9 Excavated material shall not be placed on the roadway at anytime. 10 It is the·responsibility of the owner/agent to secure·any construction easements (temporary or permanent) from property owners affected by the construction limits. 11 A $1000.00 Performance and Indemnity Bond shall be executed and posted with the Division of Highways. The Division of Highways reserves the right to retain this bond until one calendar year after the satisfactory completion of work. A copy of this bond will be present at the construction site at all times during construction. The Division of Highways reserves the right to stop all work unless evidence of approval can be shown. E53-41-0l-062 Page 2 of5 12 Proper temporary and permanent measures shall be used to control erosion and sedimentation in accordance with all local, State and Federal regulations. 13 Pavement cuts shall be repaired with bituminous material the same day a cut is made. If the open cut is required for more than one day, the encroacher shall place a temporary bituminous patch at the close of each day's operation, and place the permanent repair immediately upon completion of the open cut operations. Concrete or aggregate repairs are prohibited for cuts in bituminous· pavement surfaces. Pavement repairs shall be full depth asphalt with a minimum design as follows: 6 inches Bituminous Concrete Base Course-Type HB 2 inches Bituminous Concrete Surface Course-Type I-2 14 Water Meters are to be placed a maximum of one foot inside the Right of Way. 15 If encroacher is within 1 O' of the travel lane( s) with any part of his operation including but not limited to vehicles, equipment, etc., encroacher shall install a lane closure for each lane in accordance with the latest Manual on Uniform Traffic Control Devices (MUTCD). 16 All pavement disturbed shall be saw cut prior to removal for uniform edges. 7 Access shall be maintained to driveways at all times. 18 All trench excavations shall be completely backfilled and compacted at the end of each construction day. No portion of the trench shall be left open overnight. 19 All traffic control shall conform to the latest edition of The Manual on Uniform Traffic Control Devices. E53-4 l-O l-062 Page 3 of5 Encroachment Standard Provisions A copy of the permit and an approved plan(s) stamped by NCDOT will be on the site and available for inspection by DOT personnel while cqnstruction is in progress. 2 The Department of Transportation does not guarantee the right of way on this road, nor will it be responsible for any claim for damages brought by any property owner by reason of the installation. 3 If there are any existing traffic signals, signal equipment, or NCDOT signs in the area of proposed work, you shall contact C.R. Woody at (919) 477-2914, in Durham, prior to beginning any work on State right of way. Cost to repair, relocate, or any damage to NCDOT signs, signals, or associated equipment shall be the responsibility of the Encroacher. 4 The traveling public will be warned of the construction with signing that is in accordance with the latest manual on Uniform Traffic Control Devices. Further, for construction involving lane closures, either Part VI of the MUTCD or an approved traffic control plan must accompany this agreement. 5 Two-way traffic shall be maintained at all times. 6 All materials and construction shall meet NCDOT Standards and Specifications. 7 At the end of each working day, equipment shall be parked a minimum of 20 feet from the edge of any travel lane. 8 Any drainage structure disturbed or damaged shall be replaced to its original condition at the discretion of the District Engineer. 9 All erosion control devices and measures shall be constructed, installed, maintained, and removed by the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations, ordinances, and policies. All earth areas shall be regraded and seeded in accordance with NCDOT Standards and Specifications. 10 When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority prior to beginning any work on the right of way. Failure to provide this information shall be grounds for suspension of operations. 11 All earth areas disturbed shall be regraded and reseeded in accordance with Division of Highways Standards and Specifications. E53-41-0l-062 Page 4 of5 12 Trenching, bore pits and/or other excavations shall not be left open or unsafe overnight. The contractor shall comply with all OSHA requirements and provide a competent person on site to supervise excavation at all times. 13 The applicant is responsible for identifying project impacts to waters of the United States (wetland, intermittent streams, perennial streams and ponds) located within the NCDOT right-of-way. The discharge of dredged or fill material into waters of the United Staes requires authorization from the United States Anny Corps of Engineers (USACE) and certification from the North Carolina Division of Water Quality (NCDWQ). The applicant is required to obtain pertinent permits or certifcation from these regulatory agencies if construction of the project impactswaters of the United States within the NCDOT right-of-way. Additional infromationcan be obtµned by contacting the USACE or NCDWQ. 14 The applicant is responsible for avoiding impacts to federally protected species during project construction. Bald Eagle, Michaux's Sumac, smooth coneflower, dwarf wedgemussel, harperella, red-cockaded woodpecker and tar spinymussel are federally funded speciesthat have been identified within NCDOT right of way in Durham, Person, Granville, Wake, Franklin, Vance and Warren counties. Additional information can be obtained by contacting the North Carolina Natural Heritage Program or the United States Fish and Wildlife Service. 15 The applicant is responsible for complying with the Neuse and Tar-Pamlico Riparian Buffer Rule as regulated by the NCDWQ. The rule regulates activity within a 50-foot buffer along perennial streams, intermittent streams and ponds. Additional information can be obtained by contacting the NCDWQ. E53-41 -0l-062 Page 5 of5 ROUTE S~ 1604 PROJECT PCB Landfill Detox -------- DEPARTMENT OF TRANSPORTATION -AND- NC Dept of Environment & Natural Resources Division of Waste Management -AND- Warren County COUNTY OF STATE OF NORTH CAROLINA Warren THREE PARTY RIGHT OF WAY ENCROACHMENT AGREEMENT ON PRIMARY AND SECONDARY SYSTEM THIS AGREEMENT, made and entered into this the 22t\cl day of June., 20 01 , by and between the Department of Transportation, party of the first part; and NC DENR, Division of Waste Management ____________________ party of the second part; and _W_a_rre_n_C_o_u_nty~-------- party of the third part, WITNESS ETH THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) 1604 , located in Warren County ______ ...,__ ___________ _ with the construction and/or erection of: linear feet a water main crossing SR 1604 to the PCB Landfill access road, approximately 60 WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the installation. operation. and maintenance of the above described facility will be accomplished in accordance with the parly of the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS-OF-WAY, and such ... •Awciooc end emeodroeots lb6Celo as may be jn effect al the date of this agreement. Information as to these policies and procedures may WITNESSETH THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as Route(s) 1604 , located in Warren County -------~-------------- with the construction and/or erection of: linear feet a water main crossing SR 1604 to the PCB Landfill access road, approximately 60 WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment within the limits of the right of way as indicated, subject to the conditions of this agreement; NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and special provisions which are made a part hereof upon the following conditions, to wit: That the Installation, operation, and maintenance .of the above described facility will be accomplished in accordance with the party of the first part's latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS-OF-WAY, and such revisions and amendments thereto as may be in effect at the date of this agreement. Information as to these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first part. That the said party of the second part binds and obligates himself to Install and maintain the encroaching facility In such safe and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor interfere with the proper maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to installation and existence of the facilities of the party of the second part, and if at any time the party of the first part shall require the removal of or changes in the location of the said facilities, that the said party of the second part binds himself, his successors and assigns, to promptly remove or alter the said facilities, In order to conform to the said requirement, without any cost to the party of the first part. That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal lights, flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and regulations may be obtained from the Division Engineer of the party of the first. That the party of the second part hereby agrees to Indemnify and save harmless the party of the first part from all damages and claims for damage that may arise by reason of the installation and maintenance of this encroachment. That the party of the second part agrees to restore all areas disturbed during Installation and maintenance to the satisfaction of the Division Engineer of the party of the first part. The party of the second part agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of soll; silting or pollution of rivers, streams, lakes, reservoirs, other water Impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and regulations of the North Carolina Division of Environmental Management. North Carolina Sedimentation Control Commission, and v,,ith ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and control. When any Installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division Engineer of the party of the first part. That the party of the second part agrees to assume the actual cost of any Inspection of the work considered to be necessary by the Division Engineer of the party of the first part. That the party of the second part agrees to have available at the construction site, at all times during construction, a copy of this agreement showing evidence of approval by the party of the first pllrt. The party of the first part roserves the right to stop all work unless evidence of approval can be shown. Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has been completed. Unless specifically requ~sted by the party of the first part, written notice of completion of work on highway projects under construction will not be required. That In the case of noncompliance with the terms of this agreement by the party of the second part, the party of the first part reserves the right to stop all work until the facility has been brought Into compliance or removed from the right of way at no cost to the party of the first part. FORM R/W 16.6 Rev. July 1, 1977 cs 3 -4 I -01 -~ 2 That it is 119reed by both parties that this agreement shall become void If actual construction of the work contemplated herein is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the party of the second part from the party of the first part. During the performance of this contract, the second party, for Itself, Its assignees and successors In Interest (hereinafter referred to as the ·contractor"), agrees as follows: a. Compliance with Regulations: The contractor shall comply with the Regulations relative to nondiscrimination In Federally- assisted programs of the U. S. Department of Transportation, TIUe 49, Code of Federal Regulations, Part 21, as they may be amended from time to lime, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. b. Nondiscriminatlo!:1: The contractor, with regard to the work performed by II during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21 .5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. c. Solicitations for Subcontracts, including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work lo be performed under a subcontract, Including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative lo nondiscrimination on the grounds of race, color, or national origin. d. Information and Reports: The contractor shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access lo Its books, records, accounts, other sources of information, and its facilities as may be determined by the Department of Transportation or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of a contractor is In the exclusive possession of another who fails or refuses to furnish this information, the contractor shall so certify to the Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the Information. e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Department of Transportation shall impose such contract sanctions as ii or the Federal Highway Administration may determine to be appropriate, including, but not limited to, ( 1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination or suspension of the contract, in whole or in part. f. Incorporation of Provisions: The contractor shall Include the provisions of paragraphs "a" through "f" in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives Issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of Transportation lo enter into such litigation lo protect the interests of the Slate, and, in addition, the contractor may request the United States to enter Into such litigation to protect the interests of the United States. That when title to the subject that constitutes the aforesaid encroachment passes from the party of the second part and vests in the party of the third part, the party of the third part agrees to assume all responsibilities and rights and to perform all obligations as agreed to herein by the party of the second part. R/W (166) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (166) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. WITNESS: WITNESS: DEPARTMENT QF T / I BY: ; William L. Meyer Director, DENR Division of Waste Management Second Party u'"' ''''"'Y uo \,I0\'11:i11,,,,,o"" uy u,o L.ICJ..,a, u,10111. u, 11a11:,..,u11.ca1.1U11 ur u11::r r-t:,utHi:ll nIgnway l-\amIn1slrauon to oe penInent 10 ascenaIn compliance with such Regulations or directives. Where any Information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this Information, the contractor shall so certify to the Department of Transportation, or the Federal Highway Administration as appropriate, and shall set forth what efforts It has made to obtain the Information. e. Sanctions for Noncompliance: In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the Department of Transportation shall Impose such contract sanctions as it or the Federal Highway Administration may determine to be appropriate, including, but not limited to, (1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination or suspension of the contract, in whole or in part. f. Incorporation of Provisions: The contractor shall include the provisions of paragraphs "a" through "f' in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives Issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the Department of Transportation or the Federal Highway Administration may direct as a means of enforcing such provisions including sanctions for noncompliance: Provided, however, that, In the event a contractor becomes involved In, or is threatened with, lltigation with a subcontractor or supplier as a result of such direction, the contractor may request the Department of Transportation to enter Into such litigation to protect the interests of the Slate, and, in addition, the contractor may request the United States to enter into such litigation lo protect the interests of the United States. That when title to the subject that constitutes the aforesaid encroachment passes from the party of the second part and vests in the party of the third part, the party of the third part agrees to assume all responsibilities and rights and to perform all obligations as agreed to herein by the party of the second part. R/W (166) : Party of the Second Part certifies that this agreement is true and accurate copy of the form R/W (166) incorporating all revisions to date. IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and year first above written. DEPARTMENT?F T BY: WITNESS: William L. Meyer Director, DENR Division of Waste Management Second Party WITNESS: ~-J~ Lorfa D. WIiiiams County Manager, Warren County, NC Third Party cS3 -4(-0f-O/,,Z --011:=1v· eur -__ _ ·-p;-- ---·----• MUELLER® SUPER CENTURION® FIRE HYDRANT PARTS MUELLER Super Centurion Fire Hydrant Part• Cat, Deacrlption part# · Material A•I Operalln~ nut Bronze A-2 A-J A·4 Woathor oa0 lnot ,hown; U80d onlv on • ...,.19yg modol•l Coat iron Hold down nut O-rlnK Rubber Hold down nut (not shown; uocd only on pre-t 988 model,) nronu Ru Material 1tandard ASTM B584 ASTM Al26 CL.B ASTM 02000 BUNA N ASTMB584 ASTM D2000 BUNA N I Mualler ca.I 9.5 REV. 4-98 A-6 Anll-friotion washer A-7 Oilolui ASTMBl6 ~ ~A-8 A·8 llonnct Cutiron ASTMA l26CL.D 'u:~ --~--A-9 A-9 Bonnet bolt and nut Steel AS'l'M A307 Plated A-1 ( Celcon Br A• IO \\iir~t~N,n~i.~li-~~v ~l,rn~~~:il~~kd) Rubhor ASTM D2000 BUNA N ~ -~~? A-11 A-II Ull!lcrstcm Steel ASTMA5760R.B ~~l ~~~A-1 ~ A-12 Stem O°rln2 Rubber ASTM 02000 BUNA N -A· 1 ~ A• 13 Nozzle lock Swnlm 1tu l ASTM A276 A-1 ~ A-14 Pumr,unozzle Bronze ASTMB584 / ~tr ----AAA·:1~~~il A-15 Pumpor nozzle gaal<el Rubber ASTM 02000 Neonrene -._ -- A-16 J'um11or noulcO-rinK Rubber ASTM D2000 9UNA N lrA..,_•..,_17---lf"'p-=-·um"'11-=-'"'.c."U.::.;•cc•lcc•-=-""=<'"'------------+C=•=•l,.,l,._,ro=n---+'A""S""T""M"-'-'A""l2""6"'C""L"'.B=----.......-i f::::~ l A·1 E 11-"'--•""1~8 -+-t1~0"',e~n'-'o-=-2:t1-=-•'--------------+B"'ro""n::..:•:=.e __ ;.;A .. S.,.T .. M....a.B.'"'S'4..._ __ ---1 ~ ~ r-..._ ~ A-H lf'A..:.·..:.19'---1f""H:.;o.::.;se'"'n"'o=zz::..:le"'•,.:a,.sk""·et._ _________ -+'R""u"'b.:::be:.:.r __ +:A.::S,.,TM-=::.Daa2000=--'"N~eon=:re""n,• ~ A-2C ~A __ -_20'--+~H=ot~e-"-no~t-=-zl~e~O~•r~ln ..... a· ---------+R __ u~b~bc~r----1 ... AccS ... TM~D~2~000.....,.B.U_N_A_N--1 11 ".......,_ "-A~21 .. A~--=-2~1-+-H~o.::.;,c'-'n~o=u.::..:.Jc~·ccca,c_o ___________ c~~-t.il'Q;...,,n __ A~S'-'T~M~A'-'-'-'l2~6~C~L::..:.D=----1 A-2~ A-22 CAo chain Steel Plate~ !'\]"~--------A-2~ A-23 Chllin rin, Steel Pla1ed " _ A-2-4 A-24 Un""r barrel less nozzles Cast iron ASTM Al26 CL.B .---;u--------A-2E A-25 Safety couplin1 Stainle,s ste~I ASTM A890 'LJ; ~ A-26 Sofctv nan,e bolt and nut Steel ASTM A307 Plated ~ ~ 'JI~-:,...~ ~ A-2€ 1 ,_~A=-:2,=::sa:fe:,y::na:n:ge:O:•:rln:a:(:1199:7::an:d=ne=w=er=m=o=d=lll=•;=====:R:u:b=be=r===::c:e1=1u:lo=sc::=::::=: ~ 11==~~:::J:~~::::::::: A-27 nro-1997 models hftve 01\t mice() ~ ~':l"-::i.....~"i-,;'1=:s;tJ~-----A-2e A-28 Sofetv nan•c Casi Iron AS'fM A 126 CL..B ~ A 2c A-29 Corter pin Stainloa■ ■tec:I ASTM A216 ·,.,/-+--+--~!-, ________ A:3C A-30 Clevis Din Slalnlm 1t11el ASTM A276 i-----t,<J--------A-31 A-31 Lower stem S1eel ASTM A576 OR.S r,i,--------A-3:i A-32 Lower bftrrel Cast iron ASTM A 126 CL.B ............ A 3" A 13 Siem nln Stainless steel ASTM A276 """-.., ~· • .: -" ~ . ~A-34 ~A~• .... 34--l_D __ ra_In_v_Q_lv~e-~_c_ln_~ __________ ~P~l•~1~tlc'--_-+-______ ---t1 A•3E A-3.1 Drain valve 10rew Stainless ttul ASTM A276 11-A-----36.......; ... U---oo,e .... r ... vA ... lv~e"""n--lltU~e-<-10-~l-ude-, -A--)-,-a,-,d-A--3-5-l---~B"'"r""on"'i""e ............. A .. S_T_M_B_5_84 ___ ---tl ....._ ~ A·3€ ~A~-~,,'-+s·h·uoe'""-bo~h~a~nd~,=1u~t==~-"--=-'--'--'=----+S~tec:=1.:.....--+-A~ST ... M~A--J-◊7-P-la-~-ct---11 A-37 I~-----+-=='--~ ~ ~ A-38 A-38 f,;,t:%~9ij~"e1~n~a9e'~fii.!liZ,~~tl newer models; Rubber ASTM D2000 BUNA N A-39 Scat rln2 100 O°rln£ Rubber ASTM D2000 Bl/NAN A-40 Drain rin2 housint Cut iron ASTM Al26 CL,,B A-41 Dmin ring houtint boll and nut (not 1hown; used only Stul ASTM A307 Plated on cro-1997 modclnvdranrsl A-42 Ot.lln rlna Bronr.e ASTM B~S4 -A-43 A-43 Se111 rin• Bronze ASiM B584 Zl'.l. A-44 A-44 Seat rina bottom O-ring Rubber ASTM D2000 BUNA N A-45 Rubber ASTM D2000 .-... --.~~ ---A 46 A-4j• Revmlble main valve (1997 and newer modol• only; e:r~~r~•,i:.,~-<evenlble l'Tlllln valve and lower A-46 :::::::: A :4 7 C6!lliron ASTMAl26CL,B A-48 A-47 C'..ap nul acal Rubber ASTM D2000 A-48 Lock wa,hcr S lnin test llleel ASTM A276 Lnwer valve ola1e nur. Coll iron ASTM A 126 CL.B A-50 Shoe Cut iron ASTM A I 26 CL.B A-84 Hold down nut ASTMS534 Weather !(ID! Rubber ASTM 1)2000 10.5 oz. hvdram lubr\catin1 oil (not shown) • p,.,1997 mnd~ls may be l'Pi•&d~d to uso the roveniblc main vulve by lllso replacing the lower valve plate with 1ho 1997 model. ~dZ O: I A•49 ~r-A-50 fZ A-51 9.4 REV. 4-99 IMuall■r Ca.) MUELLER® SUPER CENTURION® FIRE HYDRANT D Super Centurion 250™ 3-way catalog numbers (approved to UL 2621 FM 1120/1130, ANSI/A WW A CS02 Standards)-· A-4214-1/2" main vnlve opening three way (two hose nozzles 1:md one pumper nozzle) A-423 5-1/4" m.iin valve opening three way (two hose noz.zles and one pumper nozzle) Super Centurion 200TM 2-way catalo.11 numbers (approved to ANSI/AWWA C502 Standards)-· A-420 4-1/2" main valve opening two way (two hose nozzles) A-422 5-1/4" main valve opening two way (two hose nozzles) A-425 5-1/4" main valve opening two way (two pumper nozzles) Super Centurion 200™ 1-way catalog number (approved to ANSI/AWWA CS02 Standl\I'd.!1)•- A-424 4-1/2" main valve opening one way (one pumper nozzle) D 10 year limited warranty on material and workmanship 0 Meets all applicable parts of ANSI/ A WW A C502 Standard D Post type dry barrel design D Dry top design with O-ring sealed oii reservoir D Traffic foaturo with stainless steel safety stem coupling D Compression-type main valve closes with pressure for positive seal; it is made of rubber and is conveniently reversible providing a spare for long service llfe (Patent Pending) D Operating nut available in wide variety of shapes and sizes---cpen left or right □ Field replaceable hose and pumper nozzles □ Hose an<l pumper nozzles have large radius, full flow openings for low friction loss □ Contoured shoe is designed for full flow D Dual bronze drain valves provide effective barrel drainage □ 250 psig (1723 kPa) maximum working_ pressure, 500 psig (3447 kPa) static test pressure for J-way hydrants; 200 psig ( l 379 kPa) maximum working pressure, 400 pslg (2758 kPa) suitic teat pres$ure for 2-way and 1-way hydrants · Dimensions 1 ·· tr Bury, 1'1' (0.4Bm) minimum: long1I by I' (152111111) ln1,rv,J1. Mechanlcal Joint --standard and D-150 Flange Non•ro1flling boll deaign••· M tool need on b•ck &ide --;;::::~H+-- of boll for 11a,i~r installation Vertlcal Flange• * 4" Vertkal shoe available for A-420 ond A-421 hydranta, MUELLER® SUPER CENTURION® FIRE HYDRANT (Muallar Ca.I 9.1 REV.HD MUELLER SUPER CENTURION 250™ 3•Way Fire Hydrant Features 0 ANTI-FRICTION WASHER--- helps assure easy turning operalion for the life of the hydrant. • D HOLD-DOWN NUT---with integral weather seal, Design discourages unauthorized removal of the hold-down nut or bronze operating nut. Resilient wiper seal be~ween ~old-down nut a~ operating nut prevents water entry to protect operating nut from freezing. Wiper seal _material ts reslstalll 10 ultra-violet ray deterioration. O·ring seal provides second level of protechon. □ OIL FILLER PLUG--- permit~ quick check of oil level. Lets you add oll without removing bonnet. seal oil in, water out. 0 STAINLES STEEL SAFETY STEM COUPLING--- pulls free if hydrant is hit by a vehicle preventing damage to the stem and main valve. Coupling wlll not break into pieceA that could drop into lower bntrel and affec\ valve operation. Top of lower stem is bnlow lhl lop of \tl1 l11w11r larr~l '" thRI A tire cunnot depreas the stem and open thi:: main valve. Repair is eney and economlcnl. 0 SAFETY FLANGE---bre11ks cleanly to help prevent bnrrel damage, yet is strong enough . to_ withstand normal handling. Allows economical repak, adding of extension section, rotation or changing of upper barrel without digging or water shut-off. ~ 0 BRONZE UPPER VALVE PLATE--- conical design for smooth flow. 0 DRAINVALVEFACINGS--- speciolly designed, long-life facings provide effective sealing. 0 DUCTILE IRON CAP NUT--- retains main valve. Seats against cap nut gasket to prevent corrosion of stem threads. Locked in place by a stainless steel lock wnsher , Mueller HP Epoxy coated for durability, 0 l50 PSIG---3-way hydrant: 250 psig ( 172.3 kPa) maximum working ·pressure, _500 psig (3447 kPa) 0 SHOE DESIGNED FOR MAXIMUM FLOW AND EASY CONNECTION·-· with its smooth transitional contours, extended neck and integral nnti-rotation pads, allowing use of stnndard Lee-head bolts. The inside of the shoe is covered with MUELLER HP~ Epoxy Coating. This thermosetting epo11y forms a tough, corrosion-resistant barrier to chemicals, physical impact and electrical current8. 0 MEETS OR EXCEEDS··· all applicable requirements of ANSI/ A WW A CS02 Stnndard and UL. 246 and FM 1510 specification,. 0 O•RING SEALS AT BONNET, GROUND, AND SHOE FLANGES--: for better leak resistance, easier · maintenance. 0 SEA.LED 011; RE0ERYOm---O°rln1 seRied to prevent leakage, Provides positive lubrication of ~tern threads and bearing surfaces each time the hydrant is operated, Pilled at the factory. 0 FULL FLOW OPENINGS-- l11tge radius hose and pumper openings produce low friction Jou. · □ FIELD REPLACEABLE HOSE AND PUMPER NOZZLES---O-ring sealed. Threaded in place and retained by stainless steel Jocks. Nozzles are easily replaced. 0 ELECTRO-GALVANIZED BOLTS AND NUTS---provide corrosion protection. NON-KINKING CHAINS--- heavy-duty chains are securely attached to the hydrant. Special chain loop pennies free turning of the c&p. 0 BRONZE SEAT RING---threaded Into droin ring and O-ring sealed. Seat ring is easily removed or Installed from above ground. Each time main valve is opened or closed, double drain valves force-flush both drain valve openings to keep them open for effective bnrrel draitu1ge, Bronze drain valves arc integral pnrts of main valve auembly. 0 REVERSIBLE, COMPRESSION-TYPE MAIN VAL VE ·-· closes with pressure for positive seal. Rubber material has long service life, yet is reversible providing a convenient spare in place. Man"'·-"·•ed un"·· --..... ·,ore or the following: U.S. Pater· ,..,A • "1 ~ 1~Q. • QA? ?J~ ......................... _9 .. J ...... 8.0_L .1 .. ·.~_N_ ............................... _3 J J ! _i\N 3}~~ .. j.o .. A 7Ad fl S_. }~ .1. WI~~ ....... ~d.8 .Q _:_ .1. .... 1. o.o.z .. .'. 6. 1.·. _I_ nt .............. . IPS Pressure-Rated PVC Pipe A':;. f,..1 [).//..:. I SOR-1 !20C P:--.1! !._,~Hl fj I, hf/ PS!i SPECIFICATIONS DATA PRODUCT DESCRIPTION Diamond IPS pressure-rated PVC pipe (2'" through 12•1 is made of compounds conforming to moterittl reQuirements of ASTM 02241 In accordance with AS;r'M D1784. Pipe sizes 12" through 12") are made with an integral bell to utilize the gasket for sealing, and meetins 1i~e1.ifiG.tion1 defined in ASTM F477. . Diamond IPS pressure-rated PVC pipe meets all the dimensional, chemical, and physical requirements as outlined in ASTM 02241. Potable water pipe carries the mark of NSF, lntemationsf in accordance with Standard 61. E\lch male end shall be beveled to fecllitate joining and reference marked to insure proper insertion depth. Diamond furnished lubricant is to be used in the joining process. Diamond IPS pressure-rated pipe is supplied in 20 foot laying lengths. l 'd 11 LI 'UN PROPERTIES OF PVC 12454 Property PMVSICAL PROPERTIES ASTM Specific Gravity Tensile Strength, psi Tensile ModulJs, psi !ZOO Impact Strength, ft;, lb./in. Teat 0792 0638 0638 0256 CHEMICAL RESISTANCE ASTMTEST 93.0% Sulfurlc Acid, 0 5-43 14 Days Flotatlon at 55 + or-2•c MlnJmum 1.40 7,000 400,000 .65 -0.1 + 5.0 Change In Weight, % Change In Flex Strength, % ASTM 011 No. 3, 30 Day Immersion at 23 • C -25.0 to + 5.0 Change In Weight, % Short Form Specification for Diamond PVC Water Pipe -1.0 to 1.0 Diamond PVC Water Pipe shalt be made of compounds conforming to ASlM 01784 with 11 cell classification of 12454. Diamond PVC Water Pipe must meet all the dimanaional. chemical and physic.ti requirements 11s outlined in ASTM 02241 e.nd will be supplied in 20 foot t11ying len11ths. Potable water pip11 shall be manufactured from NSF listed ingredients. M.·~. DIAMOND ~1,-t~ PLASTICS CORPORATION ASTM D2241 IPS Dimension PVC Water Pipe Gasketed Joint Mfg. Nominal •ust Price Outtide Minimum Joints Per Feet Per .. Feet Par f:!ant Size Per Cft, Diemete< Wall Thickness 13undlCI Bundle Trucklo!!!1 SDR~2 6 PR ·160 215 8,800 88/95 1, 760/1,900 29,280 63 1,260 20,160 36/40 700/800 8,400 400/480 4,840 3,240 SDR-21 PR 200 M 2 .. 2.375 .113 215 4,300 68,800 M 3" 3.600 .167 88/95 1,760/1,900 29,280 MN 4" 4.500 .214 63 1,280 ,., MN B" 6,626 .316 35/40 700/800 MN 8" 8.625 .410 20/24 400/480 MN 10" 10.750 .511 12/15 240/300 MN 12" 12.750 .606 9/12 180/240 •u,n Price lnclud• 11 gaskat and lubricant, Prices ate subject 10 • firm policy ot MPrlce In effect et time of shipment on regular pureh11ses. • Pouenion ot this pric. page dote not eonstltute an offer to sell. 0 Trarniponation regulations and eauiorneot utilited mev rlld~ m,,amum footage par truckload. Manufacturing Plant L = Lubbock; M = Macon; N _, Golcoode, Nevede 20,160 8,400 4,840 3,240 1,960 f'', ,,. ......................... _8 ... '.d. ..... 1. I _L ,I .·.0.N ............................... -~ l J ! .0N 3_3,8~ .. ?.o .. A l_d_dfl S_. }N_I_ }.~.I~~ ....... ~d.8 _v _:_ 1 .... 1. O_O_Z_ . .'. 6. I.· .. 1. n_r ............... . .. TRANSMITTAL COVER PAGE WARREN COUNTY PCB LANDFILL DETOXIFICATION PROJECT IT Corp. Project #827062 Submitted By: IT Corporation -200 Horizon Center Boulevard, Trenton, New Jersey 08691 Transmittal Number (chronological sequence): 021 Transmittal Date: 07/12/01 Submittal Register Item Number: 65 Resubmittal: No__K_ Yes __ Specification Section: 02660 3.11, C Description: Procedure for hot tapping into the water main at SR 1604 Drawing/Detail Number: NI A Subcontractor/Supplier: NIA Comments: NI A Number of Copies Submitted: _5_ Number of Copies to be Returned to Contractor 1 Earth Tech Engineer's Receipt Signature: ____________________ _ Comments: Receipt Date: Engineer's Approval Comments: Reviewer's Signature Project Manager's Signature D A. "Reviewed and approved, no exceptions taken" D B. "Reviewed and approved with comments D C. "Revise and Resubmit" ______________ Date ________ _ _______________ Date ________ _ Maintenance of Service Plan describing the proposed sequencing and procedures to maintain service while connecting to tlie water main at SR 1604. 1. Install the Ford Tapping sleeve (as shown in the attached Figures) around the existing 6" pipe. Bolt the sleeve to the pipe. 2. Attach the 6" tapping valve (Mueller A-2360 wedge gate with M.J x FL ends as shown on the attached Figure). 3. Open the gate valve. 4. Attach the tapping unit to the valve. The tapping unit consists of a hole saw that can be pushed through the open valve to cut a hole in the side of the water pipe. 5. Perform the hot tap by forcing the hole saw into the 6" water line. 6. When the tapping is complete back-out the hole saw until it clears the valve throat. 7. Close the gate valve. 8. Disconnect the tapping unit from the valve. 9. Inspect the tap and check for leaks. 10. If no leaks are detected, proceed with the installation of the new line. Jun 18 01 01:40p Hendrix-Barnhill Ca. Inc. 1252) 752-9401 Specifications Ford Tapping Sleeves Style FAST Ford FAST ~ 31e.-r,,ke lllo .,.,auwork uul ol la,ge p;,»e 1■pe. A QlidO■d galQI su,roun05 1he pjpc 11nd na\ ollly Clllh-the pp■ duri!IV tile cap 11111 al■o provld" pralecllon in -the ~ b1•1c&. Th• 1111,,ve OUll■t ls doOOle welded i111Mde and out The ■IMY■ Is t:OM1rucleil ol 6'alla 1 H ll'll8 304 5'aln!N• Steel ID t)"Ol,'lde CIJlfOllon protection Wld la eay to hal\dl■. Slccw• -...,.,aorc rn pipe 11Zn 4• lhl'OUgll 24", ~h llange ou!le1a kom 4' lhroi,gh 12·. l>elalled speci~llons and crillcal·dlmen,iol'S 11• ouUin~ below. TettPlvg Wlllw Wotl(s &,k ~·· with standlld square heed. Prope, u .. oi 1'11!; leatura 111ures pogllll,e IHI belore taDping. Boll& ■M Nuts 18-8 Slalnl•ss Steel UNC llueeicle. ~ hftll nuta llnd weltlera ••• lilJo«>earbOft coated to p,-ent 9alling. Lifter••• t 8-11 Stalrilu Sleet provides II h4.avy boa1ing surface Inf nuts. Annors ~ lloevy IIIIUIIO lt-8 Type 3!M Slalnless Stoel Ar,no,a 119 bOndDd lo ga1~et lo brfctg. the g■p Ml\'lten1uge. r --· I C Oullat 11-.!l Slatnlnt s-Sclledul& 10 lor •• oUl■b. Sdlfdlll■ !I klr aw oudllls large, than 4•. Rating Fl11191 1M Sla,ltu StNI llar,ve 1Wllh rec.,s ID acapt llandard !Qin; vii--Opti-i ASTM A3e cllbon sle■I flange may 1111 Ol'Cl■rad. l'1a,,ge coolo,ms to AW-NA C207 Cius D ANSI 150 lb. dri.lng. Bolt lloles 1lr■ddla pipe c11111ar fin~. 804y 11·11 S!llln!Na &181I for IDIIII conoslon oonllol. 1111 weldll an, !Ully pastivaled to res1ore llluikls!. char1ct1ritllc6. GNMt Gridded wgin S81'1 compouncled for Mier s;orw:e. ASTM 02000-SDM 4AMIJ7 Full g■llrtl gtv11 360" pipe covei-age The outi■, gasl<el is Buna-N FAST e!Mva Is Nlc:arrim■ndoc! tor 150 PSI worlting preoouni. FAST Dimensions L ---------r-........,"""'11.........,~-""\.-. 14' s acr. 24' f-1,:;,~-i--::, ,..::.,;!'±:,-+ ~~,-1-,..;:.;;;,,.-1-..;;;,.-+-;~f-:~H='-- ·~ -1 AA-4 w11~r.-n1 inn, ar·unr p.2 Jun 1B 01 0l:40p Hendr-ix-Barnhi 11 Co. Inc. 1252) 752-9401 p.3 Ford Stainless Tapping Sleeve Style FAST Tapping Sleeve with Stainless Steel or Carbon Steel Flange To Onllr: Slllect lhl! Calalog SletMI Number IOI Ille Olletr.11 ranga ..id compllm, 1tte Catalog Number by OIIClll'\g Ole Fla,,oe Cade. Example, Th9 oompfete Catalog Numl)tr !Of a 6" OUClllt fl'Ofl plpg (6,90 0.0.J df1 a ◄' Stainlau Stell Fllllge _IS l'AST-730-◄, The FAST-7~ wltt, •-range DI 8.80 10 7.00 COulc 11150 be Uled on 6.80 0.0. pipe. Ple■se "" ,Or prtc.& and deli11e,y on pipe 0.0. IIZM not co.,.,ed by o .. .&!andard range. 4• 4 4A 36 ◄ 4A 39 8" ··-·-----· 6 6A 4 o4A ., 8" -e;;. -II 9.30-8.70 • ~.,. . 10.76-11.15 .. ..... 10· 11,0S.11."5 e u. II 8A 72 11.76-12.16 10 '°" 73 ·12.75-13.20 49 53 12· 13.10-13.50 ·••·-:;a-- 14.00-1•.~ n 12 12A ,ar 15.30-16.70 • ... • Ill\ 74 14" 15.80-16.20 8 8A 93 16.48-16.118 10 10A 12 12A 17."40-17.80 4 4A 7'! 6A 79 HI" 17.76-18.15 8A 100 Ul.80-111.00 10A 105 12A ·r.-i--- 4A ri 19.50-19.92 8,\ 81 11· 103 19.80-20.20 -·--.. ,o• 1ue li)A ™-- 20.20-20.60 4A 87 ··M ·--i' 20· 21.20.21.80 M ns 21.M-22.21 10A 1:i!O 12A 158 4A 9:, 23.80--24.20 6A 117 2-4" BA 121 25.80-26.00 10A , 12A -·197-. Si:w on size FAST lor 1111& t.itl\1111 1, IIOI available: see FTSS. '·AA...S .,,,, ,.,,,on '" t ,JJnt' ,11111.11\iJII wwi,r.-n, 1nn1 01 -unr . Jun 18 01 Ol:40p Hendrix-Barnhill Co. Inc. 1252) 752-9401 10.6 411-1211 MUELLER9 A-2360 RESILIENT WEDGE GATE VALVES WITH M.J. x FL. ENDS a C&I111Qs iwmber- A-2H0-1& mcchmcal joinr x ftanced ends (wtth meclllnicll Joint unauc:mbled """"•nrinl . A-~11 mccbnlcal jow ll flanged eocb (leM mcdlaniul joilll -ies) tl SizM-4°,6",8', 10', 12' a Mom orcxceab all applicable requircmenu or ANSJ/AWWA CS09 St111darcl and i, cutifled IO ANSI/NSP Ill U Plugedendclimcnlion, anddrilliq 110mply with ANS( B16:1.class l2S a M~cbulcaljoillt Clld conapli.el "(lb /.N.~T//.WWA Cl I l Scandanl 0 hoa body with nominAI 10 mils MlJl!Ll.at• Pro-Gad",. Pu.aioa E.~y CoalU int.eriar 1nd C1lcrior _.-AU, ll !pn~:,, CfflllUII IIIDCtl or Cllif.lCCd■ all 11pplicable requircme.11 of ANSI/AWWA C5'.50 S1ancbrd wl is certified to ANSI/NSF 61 u Iron IWdce, symlllll(riail .t. fully enc:apwlated wllh molded Nbbet; no expoec:d il'Oll 0 NNHi&illa lltm (NRS) U Triple O-ring llC-.al Atllfting boll (21ll'PCf "l lowerO-riDKI) CJ 2• squaro Yl'fCncb ll\lt (optional hAllclwbccl IIVlil:ihle)-ope11 left er open righl Cl 4'•12' ai?.ci-~0 ~ (ln3 kPl)D11Xim11m Vf(irlci.q piiessure, S()() pug ( 3447 kl',■) static lc.1l (IIU"llrC Q UL Unld;PM Appn,,q,d-200 plig (1379 kl'a) (>paoas Ser paca 10.611.11111 10.6' tor lllOre iaforllllllion on .Rtllllftlt Weclp Galt V.l\'e eptloat Q Pu1ition indice1<n □ Slailllen steel wt.cllll:r.!: Type 304, '"fype 316 □ AS'IM B98-C66J OMf04 stem 0 Handwbc:et Re&lllant wedge gate valve parts Clltala P.t ptlon llllerlll Material atandard 0-1<1 ___ B,~11 ,ur ........ c..i-.&lcd A.'l'l'M AlO'JOndeB.Zilttcl'IMN q;i!_. 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