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Home My WebLink AboutANOTHER LT 4 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~'YV/'~-.4;;211~' PID Number: Name: ~ ,~ ' I~I~K 1~I~'~,4~,~/ Wastewatersystem: ~'~ew 1:3Upgr~_a_e Adclres~: I I~r-~ WE,3~/IlqP Pl~. ABSORPTION Fl_~_~ LEGAL DESCRIPTION ~".~: I.'/.,, G,o,~.,,. .2~.5_'- ~>.~;" ~o,..4. _~:__:.. ~~ ~-.-~:~-.--: .-..---.~ ' ~I. FI. Township: I Range: ,,~¢,;',~;m: i Fili ~ ~ o~ ~'14~: WELL: (Ii/New I-I Upgrade e,am -.m~: , Yi,I~l: · 8 ~ GPM JPump~ela,: · ~'Z~' F,.I Z. FI. TANK SEPARATION DISTANCES I~plic t'l Hok:ling I:] S.T.E.P. To S~pl~¢ A~,~,;phon Ldl ~ )UDIk;/PnvI~I. ;MI/IUIICI~J~ef; ' ' . Surface /\/ .oun.,,o. ~,;~.,, / \ / \/\ '---'--- Remarks: BENCH MARK Inspections pedormed by: Dates: lsd, ~_' ~° Department of Hea d Hu lce~ approval Reviewed and approved b D~te: Permit No. ~]/t~/~,,C;~II~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 ~ On-Site Wastewater Disposal System and/or Well Inspection Report ~,.,/ Legal Description: ['4~T ~- ~1~.~_ .~ ~U~. PID NO.: / 72-013 A (2/91) MOA 25 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report 72.013 A (2/91) MOA 28 120i ..'S. amon~ Sis. SIX INCH WATER WELL DRILLED .......... OUT TO THE DEPTH Of_ DRILLED AT THE RATE OF c~2 .,.)0 PER FOOT. Charge flor 400' only. Steel casing seatea to 55 feet. LOCATION OF WELL SIT~ Lt. a Sub. A=other (Southo~: ', DRILLER ~e rr~ e Claus oi' E&.:n par t E'rilli n~ ~/ELL LOG: ";o wa2e~ ~esen~ o~ top of bec~oc~. 55 - 5?5' A sedimentary bedrock. Very' little water showin= i,~ ---- ' .......... =-:~ areas to 540 feet. A oorous t_~ype rock material fro"~ 540 to 5~3 feet shows a water. yield of 50 gph, (gallons per hour) ',;%ter recovery is back UP to ~th~n c'-" feet of surface. Water quality is very good. Submersible pump (1 1/2 horse pump' s-"-ould be installed to 525-535 feet. A low water cut off is necessary. This Well should improve with use ~. show a potential of near 90 gph. T~.e footage from 543 to 575 did not immediately show'water yield. · ~,~.~O nas been paid on t~._ts account as of June 1, 1992. · ~ota! cost o~' ariliing: ~c22.O0 per fit.., 4ud feet: ~8800.00 RECEIVED MAR 4 199,t Munic~pah[y ot Anchorage Dept, Health & Human Services COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF ~';2,3~0.C'O -~ ~ BERNIE CLAUS OF RAMPART DRILLING WORKS SERVICE CHARGEOF I~% ~ "' 'S~D ON PAST DUE ACCOUNTS. SIX INCH WATER WELL DRILLED DRILLED AT THE RATE OF ~22 ,qteel casing seated to ~ feet. PROPERTY OWNER LOCATION OF WELL SITe DRILLER PC I"~i.L e C.latl~ OUT TO THE DEPTH OF ~'?fJ feet. PER FOOT. Charge Ii 0 Z' ~O0~ O ~ y . Sub. Another (Southpar~) Anch. AK t:~a,,~part Driliing Wor~s. WELL LOG: 0 - 16~ S;Llty saucy fine gravel. 2~?. cla~. lb - 42''Hardpan. A cemented Sravei. ~.2 - ~p' A coarse gravel going into a cong±o~,erate/weathere~ bedrock. :',,~o water present on top of bemz'ocK. 3~ - 575' A sedimentary bedrock[. Very little water showing in any az'eas to ~40 feet, fi. porous type rock material '~'rom 540 to 543 feet shows a water. yield of 50 gpi~. (gallons pe~· hour) '/~[~.ter recovery is back UP to within feet of surface. W~ter qualJty is very good. Submersible pump (~ 1/2 ~o~'se pu['~[p\ ~:~. ~[A!(~i be installed to 525-535 feet..~ low water cut off is necessary. !'["!"~Ls Well should improve with use :, show a potential of near 90 gph. :i~!:~e footage from 583 to ~'75 d:Ld not immediately show'water yield. !!6,~;O0,:JO nas been paid on this account as of ..Tune t, 1992. Total cost of drilling: i-i22.OO per ft. ~,~ 400 feet: ~58OO.O0 seolA~e~ cie~nH ~ LIl/~e~-i '~deO 86[ NnP CO~T INCLUDES ALL LABOR AND MATERIAL fOR COMPLE'rlON OF SAID DRILLINg, WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF DATE 300. O0 x~,~ v.~ANK YOU VE~M,L~CI/t' '~ ~w BERNIE CLAUS OF RAMPART ORKS PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW920115 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MCGEE KIRK OWNER ADDRESS:13590 WESTWIND DR. ANCHORAGE, AK 99516 DATE ISSUED: 5/29/92 EXPIRATION DATE: 5/29/93 PARCEL ID:02009333 LEGAL DESCRIPTION: ANOTHER LT 4 LOT SIZE: 48905 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RENEWAL OF PERMIT #SW910083. RECEIVED BY: ~ ~ ISSUED BY: DATE: DATE: MuniCipality of Anchorage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 May 6, 1992 Kirk Mc Gee 16541 Chasewood Lane Anchorage, Alaska 99516 Subject: Lot 4 Another Subdivision Permit 9SW910083, PID 9020-093-33 The subject permit, issued May 6, 1991 by this office for a single family well and/or on-site wastewater system, has expired as of May 6, 1992. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $200.00 for an on-site wastewater permit; $75.00 for a well permit and $275.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, ! ~ ~hn Smif/n, P. E. ~ frogram Manager On-site Services enc: Copy of Permit PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW910083 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MCGEE,.KIRK OWNER ADDRESS:16541 CHASEWOOD LN ANCHORAGE, ALASKA 99516 DATE ISSUED: 5/06/91 EXPIRATION DATE: 5/06/92 PARCEL ID:02009333 LEGAL DESCRIPTION: ANOTHER LT 4 1 LOT SIZE: 48905 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (iSAAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS~~ RECEIVED BY: )- ~ ISSUED BY: /~~'~ //~,Z~-/~t~ DATE: DATE: CONSULTING ENGINEER 203 W. 15th AVE "C" SUITE 203 ANCHORAGE. ALASKA 99501 TELEPHONE: [9071 279-3916 ,/ ,Tobben Spurkland P.E. ~A ,L ,3;r '-~ N 6' 6';';,' .~' ,.'98 ,k*6' . ............... o] Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Lot ~; ~NoTHE.. IP_.. S/Z) Township, Range, Section: SLOPE SITE PLAN 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O L WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Alte~r ~... Monitoring? ~ Date: Reading Date Gross Net Depth to Net Time Time Water Drop ;~-'~- ~! -o - -- ,, --- ~ '7 i I PERCOLATION RATE /" ~ (minutes/inch) PERC HOLE DIAMETER COMMENTS ~ ~ l-e. ~ ~ t PERFORMED BY: "'~-~ ~ TEST RUN BETWEEN ! x,, ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: :(ENGINEER'S SEAL) ' 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O .S~HDy Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, ATWHAT DEPTH? Depth to Waler Aller /'~ Monitoring? /.~.,,'f.~ / Date: Reading Date SITE PLAN Gross Net Depth to Net Time Time Water Drop PERCOLATION RAIL (nm)utes/inch) PERC HOLE DIAMETER ]EST RUN BETWEEN __ FTAND COMMENTS ACCORDANCE WITH ALL. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DA'I E. DATE: ___/__'r¢..4.4'[ ~' 7-. ('-¢ 72-008 (Rev. 4/85) PERFORMED FOR: Municipality of Anchorage T3-~ DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: 1 2 3. 4 5 6 7 8' 9 10 11 12 13 14 15 16 17 18 19 20 O~,~.2.~.._..Township, Range, Section: SLOPE SIT~' PLAN WAS GROUND WATER~'~ ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Depth to Waler Alter Monitoring? Dale: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE -- (minutes/inch) PERC HOLE DIAMETER PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. TEST RUN BETWEEN __ FT AND __ FT · . ~1/~/~'/-~ //.o 1 ~ b ¢. DATE: 72-008 (Rev. 4/§5) 6751W. DIHONB BLVD. ANCHORAGE, ALASKA 99502-~04 (907) 248-5095 SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATION LOT 4 ANOTHER SUBDIVISION SEC 5 Tl lN RSW GENERAL :1.. 1 Owner is Kirk McGee, 165~() Chasewr,:)od L. ane, Anchorage, Alaska ':i795:L6,, Telephone ~3 (vv) 345-:[827 ih) J..2 Engineer 'is the i::)ersi:~n or en'l:ity hit"ed by 'Lhe O~ne~ t.o :i. nspect this projec'~:. 'T'he Engineer must. be recognized b,/ 'khe Munic:ipality o.f Anchorage~ Department o.F Health and Human Set' v:i. c es. 1.3 Contractor :i.s the perse)n or" entity hired by the Owner ti::) :i. nstall this project. The Contractor must be r"ecc~gnized by the I"lunicipality o.J: Ar~chorage~ Depar"trner'it o'f Health and Hurnar~ Ser v:i. c es. 1.4 'The Draw:i. ngs,~ sheets :L 't:. l"~ r" c, ugl'"~ 3,~ shal 1 be par"h o.f t. his spec ;i..F i c a'l: i c~n. 1.5 Ail. 1 mater'ials ar'id wc, r"l.::mansh:Lp shal ]. meet t. he r'equ:L re ..... merits oT the MLtnic:ipality o'f: Anchor"age~ Depar"tment (:).f: t-.leal'~;.l"i and Human Ser"v:J. r:es ~ the condi ti oas c,'f the I::)er-rlti t ~ arid al 1 appl:i.(:::ab].e rules and regu],at:Lons (::urr"ent:Ly :i.n e'Ffe(:::t,, :!.,,6 Ali. excavat:i, on depths are advisory~ and are to ver:i..f:±ed and may be modi-fied :La the field by the Engineer. :L,7 :l:t :i.s the respc~nsibility of the Owner r.:~{ .... ~.he Contractor · [:.i::~ adher"e 'l::.c) t.l'~e approved design~ to ver"~.f:y that the spec:i ..... f i ed se.:.:,par'at:J. (::)l'"~ di e;tar'~ces ar'e mei: ~ and that '~:he r"equ$ red i I'] S p e C: t i c'.) I"1 ~!~.; a F' (..."..~ p (..'-'.) i'" 'f: (:.') i'" iii ~:? d ,, 1,, ,...,c:" 'T'he Contractor c,r t. he Owner shall report 'l::e:~ the.~ neer any observed condi'L:ic, n wh:i. ch woull::l put the s,.:,-'stem :i.n viola'l:ior"~ of State c.r Munic:ipa:[ Engi - sept. :i. c 2.0 SEPTIC TANK 2,, .1. ]'he sept:L c 'l':.ar"~k sha]. :1. be or'~e -f abr":i, c:a't:.ed by ei ther An- chorage Tank and Welding of by Greet Tank. 'T'hi.:.:.:, sep'l::i I::. 'l:.'ank shal I be a UPC>....approve.~,d 'hwo...-cc)mpar"tmer'lt · bal"il.::~ cons'kr'uc'ked o..F 12 gauge~ or bet:t, er,~ steel wi'Eh bitu mastic c:oat:i.r'~g, 'T'l"~e 't:ank shall be se'l: :Lew:...-:l on ur'~d:i, stur'bed sol :1. ,, 'T'l"'~e 'L'.ar~l.:: sha:L 1 be cc)yet'ed wi t.h i:he ¢:4'qu:[ va]. el"l'[: (::~.z,: .f: .f: (.:~.:,e'h o.f: soi ], ,, .f:ee'l::. .From the I"~ouse .f:oundat :i. (:)n and a mi ni mum o.f: -f: i ve ~::eet S I:::' e c :i..f: :i. i::: a t :i. o n s .f: c, r" s e p 't.: i c s y s 'h e m :i. n s t a 1 :t. a'h i o n t....cr[;. 4~ Another Subdivi sion p g. :1. welt ser"ving a s:i. ngle res:Ldenc:e; 100 .Feet .From any body o~: N~;C~::E,F' ~ [::re6:,l.::~ or dr'L:~i r'~:~ge (::Ii tc:l'](~.:,s wi th q: 1 owi I]g WL:~ttE, r"; :L 50 · F(+:.te'~: .~:r"om C1 as~ "C" w6el ]. f~ ,~ and 20() .f:l~i, et from C1 ass a or Class B wel].s, 2,,4 All pipe c(:)nnect:Lons to, the tank shall be mechar'~:i, cat watertight, calder (:::oup].ings. CleanoLv[s shall be instal.].ed ~:':~; ~sl']c~J,~f] Ed]d c:apl::)ed wi ~h a:L r-t i ght ra:i. n caps,, Ct eanouts shal 1 ex terid a mi ni mum o.f 12 i riches above .~: i nal ground el evat :i. c:)n ,, Prov:L s:i. OhS sha]. 1 be made 'for' 1 al]dsc:api i']g al']d :Lmportat:i. on o.f topsoil,, 3.0 ABSORPTION FIELD 3,, 1 [.;)rave]. used :i.n 'l:.l'"~e absorpt:i, or'i -f:i. eld shal :L be (),, 5 tc) 2.,, 5 :i.n(:::l'~ screened rock, wit. l"~ ].ess than 3% passing the No. 2Cx} ~E.i E'V6.:'. 3.2 Sand,~ use:,d .for' level :i. ng or .f(:)~ .... f:i. ].ret:Lng, shal 1 have an ef.f:ective grain s:i. ze between No. 40 sieve and No,, :1.8 sieve,, I..Ir",:i. fortuity (:::oe.f..F:i.i::::i. ent shal 1 be ]. ess 't. lqan 4, Not more than 5% by weight shall, pass the No, 20() sieve,, · 3,, :3 ./.I.-:i. nch perforated p:L pe shal ]. be AS"I"M F810,, F:'or pr'es- sur'e distribut, ion, I::)ipe shat 1 be Sc::heclul(.:.;: 4C) PVC; or ABS. 3,,4 Sc, lid 4-:i.r"~ch p:i. pe shall be Cast Iron or ASTM D:Z';()34. 3,,5 Mc~r'l:i. tor" standpipes shalt be install, ed as shown, ]"hat se:,ct:::L on o..[: the I::):i. pe penet, rat:i, ngt. he (;:lraw.:.:;,1 shal I be per'¥c~ .... r"a'[::ecl~ e:L'l:.her by dri].].:Lng (),5" ho].es on 6-incl'] (:::erlters or by jo:i. ning a sec:'l:::i, on c:H: 1:::'810 per~:(::)r"ated pile to a sol:L(::l section o'~: p i p e. 3.6 C].ear"~outs shall. I:::,e installed on eac:h end o.~: each p~:.:m~:(::) .... rated dist. r'ibut:i, on pipe. C].eanout pipe sl'~a:l.], be sol:i.d pipe w:i. th a 9() c:le(;.:trJ.):.:,e sweep. 3,7 Geote;,"l'.'.ile sha].l be Mirafi :L4(). 3, 8 Insul at :i. on shal 1 I::)~:.:,: extrudect (::Ii rec:t bur :i. al pol ystyr"ene, Dc)w Ch(-:.:,m:i.c:al S'l':yro.~:c:,am IqI 40. 3.9 Tot::)so:i. :1. shal 1 I:)e a m:i. xtur'e c:)'f 40...-60% or'gar'~:i.c mater:i, al s, 2(])...-<!~C~% sand,~ and mor'e than 20% si iLt. A11 quant:i, ties meas ..... t.tl'"el'.:J I::)y w:::,]. Lime,, 3,, :1.() [Brass seed shal:l, be l-:::entucl-::y b].uegrass. 4.0 I NSTALLAT I ON 4. i Loca'l::e al ]. ur"~der gr c)und ut:i. :1. :i. t:i. es ~ pr"oper't y .Ft..ltt..tr"E- dr"i veways, ex i st ing or propc)sed water wel ]. s ~ ways ~ sur .~: al::: 6::: ,7:u"ld *.~iH..IJ::) SL.Ir" '{: aC:: ~:.:.~ [:Jr' a :i. i"lag6e -[: al::: :i. 1 :i. '1:: :J. 6:,:-:s ~ ]. :i. r't e S ,~ wa t er ]. a k 6::, ~!.; ~ · Sp e(::: :i. Lo'l: 4 ,,, Ar"~(::rl':l"'~er Sul::)d :i. v:i. s:i. I::) I;]. 2 ponds, and all cr[tk, el .... Facilities requiring Engineer o.F an,/ obserYed poss:fb].e i::c)n~:].ic'h. sep ara t i cH'"i c't i s ..... No'h i ~: y Owner or 4.2 Stake alignment o.F system w.i. th markers showing the L..ane. Zl.. 3 Estal:)l :i. sh an el eva'l:, j. C:)l"'l benc::l"/mart<. ]"hi s BM eas:i. 1 y :i. c:ler~t :i, .t: :i. al::)], e ,~ stab 1 (-:i.: anti i::,er mar-~en't:. ,, Ar-~ el. (.:.:.:,va't:::i. (::)1"~ (::3.[: :lC)() c::an I::)(::, ass:i, gn(.:.:::d. 4.4 Install the tank as shown on the drawings. i nl et. and outl et el eva'[::[ OhS o.f: t.l'~e 't:anl-::. "Fanl.:: I:)laced on undisturbed native soi:t.. R e c:: o r d t h e s h a t 1 1::3 e 4 ,, 5 Excava'ke the al:)sor"p'l:: i on ~: :i. e:l. d. Bo'l::t orn (:::,~: ex c:avat :i. on shall be ],eve1 and sc:ari.Fied. I~: sicJe~valls smears~ they sba1 ]. al. so I:::,e sc:ar :i. ~: i e:,d ,, Rec:c3r"d el e,~v,':'.¥h :i, on c,)-F 1::3c.:,g i nr'~:i, l'"~g ~ m:i. dd].(.::,:, anti end o.l:: 'l."rc.::,}l'lc:h. l-laYe i:)(-:,?l'"(:c:318tic:H"l i'"~'~.'(:,e vei'"i~::J.(.~d by ENG I NEER Zl.,, 6 I:::'lace 'hhe rock to:) t. he deptl"~ spec:i. ~:ied. Dc, not c:or'ttam:i. ..... hate roc::k with natiYe materia]l.s ¢:)r spoils .f:rom the (.'.ex(::ava .... tion~ [..evel 'Lhe rocl-:: sur.~:ac::e (-~ ....... 1") be.Fore :i. nstalling tl"3e p (:~.:l'" .f: or a t ed p i p (,~.~. · .':1.,,7 Ins'l::all 'l':.l'"~e d:i. str:i, but:fc, r~ pipe. Record th,,.:,:.:, eleva't:i, on o.f: ea(:::l'"~ .j(::;:i. nt,, I:::or i:)ressure system .scsi. vent weld '[:.he .jc):i. nts,, 4,, 8 Cove~ .... l:.l"'~e d:[ s'lv, r:i. but.:i, on pipe w:i. ti"3 r'ocl< ~ and c::ove~ .... hhe ex,:::avati (::x"~ w:i th geotext:[ ]. e be.I::(:)re I::)a(::k~~: :i. ]. 1 :[ ng and pl ac:i. ng :i. r'~?:sL~l a'[ :i. c,n ,~ :i..f: requ:i, red ,, 4,, 9 Record the ~: :i. n:i. shed grour'~d el eva't'.:i, on a'l:', the beg:i, nn:i. ng ~ m:i. cJdle and end (::,.f: trench. 4. 10 I:::'urn:i. sh a c::Ol::~y c:,,~: alt survey no'[:es to '['.he ENBINEER. 5.0 INSPECTIONS 5,, 1 A minimum o.F thr"ee :i.r~spec:tions are required. 'l'he ¥:i. rst inspec::tion wi].l be o.F the open excavation. At this '[:.ime 'l::he sc)i], concJ:i.t:i.c~ris w:i.].], be c:H::)servec:l and compared the design assuml:)'~:.:i, c)ns. Grc:)unc:l water c:c:,nd:i, t i c:]ns (::x'" presenc:e (::)-f: bedroc:l.:: w:i. 1 1 be ver:i. ~::i. ed. So:i. I Pet"col. a'[:i c:)n test, may be requ:[red,, All separation dJ. stanc:es will be c:hec:l.::ecJ. 'l"l"t e se(::: or'3 (::1 :i. n sp e(::: t. :i. (:)n w :i. 1 t 1::3 e au'f: t er p I ac.: emen t o.~: stan(::lp i f,::,es ,~ (:1 :i. str i but i on p :i. p ing ,~ tan k (s) and otl'"~er r'~ ~:~:: ri 'l:: '..iii. ,'..'i~ ~.iF, ~ii:,l::3 (~:.:' C:: :[ "[: :i. E,(::I ,, gravel ~ (:: c.~ m p o ..... 'l"l'"~e 'hl'"~:i. rc:l :l nspect.:i, c::,n w:l 1t. 1 be ad:'tel"' comp ]. et :i. (:3n o'.F the ~a:)r k. Any c:le4:::i, ciencies will be nc)'tt'.ec~ and the Contractor not.:i.~::i, ed. Such cJe.~c:i.(::::i, er~c:i, es sl"3a].], h)e c::c]l'"l'"ec:tecl witt'"~ir'3 '[:.er'3 day',..:~,, Spec :i..f: :[ c::at i c)ns -Fc.',r sept.:i, c sy~.'hem :i. l']f!5'12ai[ 1 a'['. :[ C)I"'~ !,...(::.~ t 4 ~ A n o t h e r S u b (::1 i v :i. s :i. ,:::~n p g ,, 3 ',.:~;, :]!!: !ii~u.l:)m:L -Iz ca't:a], c:.~g c:la'~:.a o.f: ail ]L m(.=.')c::l'~ar-~ i (::ail (.:.:.~qc~:L pm(.~:.n'[:., [:.:i,.q. Nc)'t'.:i.~:,/ Engineer a'l:'. ]. (-:.z, ,'.a ~'~:. 2.q. I"~(::)c.tr"~.~ :Ln advance.:.:, o.f: n 3. r"~ g an,/ t,,.~o r" k,