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<br />XIV- 10 BALLAST;NC
<br />%N-16 PERMANENT PIPE SUMPS KY -4 PIPING INSTALLAT2!5
<br />Turks must be anchored 11 1 .or o high ruler looks exist surface When bdlosti of fiber Ian tanks is r
<br />-10W exist
<br />Codd y h cob Ible, a roar rater con66au cold ^9 9 required, .okra I, PRIMARY PIPE SYSTEMS
<br />t>isi n a dry hob. product may be used and ballasting done in strict canpliaxe Far (4) permanent pipe sumps will be inslaaed in the bran fob '
<br />nth tlese spttificatian. Prim to delivery d Shan 9osdim, at 8e Iocabom yawn an inslolkzlion daring AR -89341. The
<br />the 10110.' iWms should be token into cauidesoDon by he piDa wraps will consists d Three (3) 4' idled PVC pipes oral Star and fwndl stri
<br />1. h1010 DAWN STRAPS pip SWificarbons for he pipe sumps Preparation for Wing, tagerirq, brndng,
<br />contractor: one (1) 8" yoyed FVC pipe. ogre n9. rxprg, joining, loyal orad
<br />ore ndicoled on droving AR -89341, Pipe sanps shout, be placed Prepay o n liar installation. st laeN piping, and flexible coaecbrs
<br />Use labramed n 109 Of hold-down strops incorfurnished oriy, by For e' l Inns notice to Plant is r in the tank hole before any pea gravel h installed so hot IN curt M d acado std with mmrand flexible
<br />eibl i co,,e ons a
<br />bran fob4 S' f an t� c deign a vibe. meter e" ( y- '9n D acquired fair delivery d bottom is resting an the filer fabric excavation fee,. ole
<br />farsivI M S' from the under km d lit diameter brka (6' vehicle
<br />la advise
<br />Assure proper access n elle ha dedelmes sumps and a voter pump con very effectively be used b control ra<omrnerdatiau. Contractor must be lomi4o, with such
<br />for 10' . Do Mn lacks) and dxgrca with designated ribs vehicle oral make
<br />lihell engineer d fore kngM requirements any water entering to hole doing canstratiau Proclbes and procedra and folia* same mess certain
<br />4/- I". Our rad use strops a cables ogpiW an levan sM11 needed b mdse rklnery, rnbuctiom which ore specifically covered in Nseo
<br />between lis ribs, The Shell engineer con harsh a list d nobord suppliers tpttificalions, i.e., pipe Dura, seem b be at wince.
<br />A Shelf and cu"
<br />must uc on fond to verify and accept la mochine started (.020") pipe. Solid PVC n such cox. Sless specification will be Iolb.ed
<br />dekvwry orad csnbdy d product lar ►r bstr icl Upon Pipe can also W
<br />Attach hold-down sures b mtnr points with ter. 6orMter completion d delivery, contractor and Shell representative PVchased bcoay and perfoi Nair in 7M eontratar's yap M uncamdc Ted pipe stubs a rano stall be protected
<br />7 s 1c pow steel sire rope 24 lobe yhre center. (no should jointly vent' the quantity d product delivered. N or at the job site. during construction against of intrusion d dirt a otter
<br />b tort) bops per dies. All 4 using Bred be U comps and this time, sutable locks will be provided by Shell b secure foreign onstr c into ori piping system. prolective cops
<br />with duty cobs h*9 a M strops should a kg rib. 6th cops. Perforated pipe VWd be wrapped with filter fabric or ciaubN
<br />Torr DrMakam to 4w a snug fol d strap b lank rip. wrapped with common hardware screen. Fit* fabric is ea used in shipping he pipe at suitable it loped in place,
<br />iurr-0uckb diameter b W I -I/4" hock type a 3/A' elle XN-II CHECK TAM( OIAMETER FOR PROPER INSTALLATION preferred •roppirg, if ovdloble in smeller qucn6lies. Where repdn ore food to be required Bring castruction
<br />or after teNirq or ^sptttiorL Ue defeat" potion d
<br />PLAY IT SME -CHECK TIRE IN DIAMETERALLATION DEFLECTIONS All pipe joints MUST be Wended of slip -fit NO CLUED JOWiS. the piping yell be removed and replaced with appropriate
<br />2. ANCor POINTS THROUGHOUT THE ENURE INSTALLATION PROCESS raw Pipe and liftings. Repairs such as a sleeve type line
<br />XIV- 17 INSTALLATION INSPECTION PROCEDURE AND CHECKLIST patch over o dmra9ed pipe a o gloss cloth and adhesive
<br />Anchor palnb b lad fabricated.t from rood n on bor stock Narmd installation with spttificatian pea gravel, and tank build-up over o joint or filing ore not acepbble an new
<br />Of -'etre . grade doth, formed a morn an onchor A completed "Imldbtion Insptttian Procedure and Cackiisr ►ark.
<br />M -iter b Use I" diameter ba fa p 2 -lark anchor and 3/4" mr ccy Derided, wig gererdy newt in o dappox n the lam is n f provided to ane Shan Engineer for opprod on
<br />domeler bar for o I -lank axhor. wrticd daneter d on 8' diameter Ink d approximately completion d da loran insbla8on. FA0.URE TO PROVIDE AN
<br />Is (a Ile d ate fitting neural ice signCentd nc tram. While ACCEPTABLY' -COMPLETED FORM WILL RESULT W NON-PAYWENT OF THE Based on criteria available horn morwfatoers n have
<br />3, DEAD4,W ANCHORS a 2s detector a to ximunon cepto iq. Should
<br />r, Is n INSIALLER'S..FIVA INVOICE. "teclM M Mo.r+9 rtrrirnun bendr,q ro6i fa 2' b 4 -
<br />The
<br />thi b be t i mmumurn acepbbk. $lnuld Ue deflection kber9h" pipe, which Will simplify any faW calculation
<br />exceed this limit i u on n6t an beVaIproper compaction for knidbtion d o bend N our is required,
<br />iia weigh d bakfil above o birdman an Bah side d o hos nal been ochitved and it envy bttoma necessary to remora oral _
<br />We b which 6 r ore d 10 pard provides Ua additional reinstall ea looks. The ea PIPE OV AETER
<br />Ink down face rebored b prevent Aad -buil order the p gravel may conldn rib Debi 2' 3l 4
<br />most adverse i conditions. pbe nen 1) be id leaf os M9 specification M and some mechanical kfill, an by vibration may be XV - GASOLINE PIPING SPECIFICATIONS _
<br />m Ila lank clod( and stall be one (I) lad ride fa as � required lex casdidorian d Uu backfill.
<br />Mirimum Bending Rodius (FI) 57' 86' 15'
<br />lade d a I -Ink insfdb6on a two (2) set wide Lor o XN-12 FLOAT OUT Pipe LergM/Degea d Band (Ft) I' I -I/2' 2'
<br />dud arnhpl between Mks in a moti-tort, imulotiau XV -1 GENERAL (Example -IS degree bend -Pipe Length IS' 22-1/Y 30'
<br />It*Tanks nal anchored (rich backfill to lop d links ready la
<br />anchor Points, sitk be iCare t dag go taros Mrd Piping ad fdy bagaled with gasoline) can Aoot M shold The contras accepts full responsbify nor pr er handl
<br />anchor withtaking cad in law good crew olio out and imtdlation d All primary proper
<br />To check naximun deflection use Ue following information
<br />4/- I" with be usenl atoanan anchors. in two asrkr orator Ue look hack De completely fully
<br />flooded with and
<br />surface or grand D rmory and stta and
<br />c piping and yell as o gide:
<br />water. Anchored lurks, fly Dvlbskd, oral bakflted insure eaf good rorkmbnyrp pratic" oral construction '
<br />Pomo should lot ung la cls 10 C deocynen into the lark imiay nl not Aool oul due b User " d back6I an procedures ore followed troughoul he installation, r dies 41N. LENGTH wx,
<br />font. M t*- carwakbr elects b coy aodnen it place to,* yob a deodnen. d to inclusion or omission d any oppkable sggnkn in PIPE SIZE BENDING RADIUS Of PIPE DEFLECTION
<br />MLi
<br />r the holt. Ue sans anchors slneAd M wed wih equal Mese instructions or on the drowirps.
<br />rNdorc*rtenl
<br />k Nther tax, it is Uarelore essential Uel the lark Isle .�
<br />Any ager substitute method it require " haizmtd be filled conpktey with bakfil to lop of Mks. II not
<br />oto, anchor Points d equal stn anchored. a minimum d 24" d addition fill obant tales would Unknown ihatlane a crow. rad covered fspe i ore tM ST 15'
<br />engN b Une *We sops rssganibiiy, d tlne contractor. kbrrAalursr's spttidsb 3" 84' 15' ?6.2"
<br />rtqurrdd, and approval d int Sheth enginen, Th required to imprint Aodder ceextremon
<br />e cditions.
<br />and Shell engineers are avdloble la caMuttotian. The 4" 108' 15' 12.6"
<br />• thus, its most important that necessary irnldbtion oral piping presence of a ShNI a Manufacturer's representative of on
<br />quickly m Possible w that this 4. Ct1NCE R5
<br />drove the Mks be tom lead os inavolion site does not rehave sac canlroclor d tie GalvoniZed $teel piping has been selected to be used in
<br />chow additional fin can be plot". responsibility lar a proper inslollolioru conjunction or n Neu d fber"s piping at such
<br />Uxrxt orrxhnrs via nal be permidW older, ory localiom where size of the piping, complexity d tM
<br />%N-11 PIPING int contralor dl be responsible roc prop" lad wongemeM, structural meds, a oboveyrood apPIIC6an
<br />nrconstaxes. Me and kakoAotion materials and pop e9aading d
<br />MurDnarA shed on rine its preckiles the use d fiberglass material.
<br />S. ALL ANCHOR METHODS (kknirtkms pa anchor point)
<br />1. INTERNAL PIPING OR SUBMERGED PUMP b theft a prevent Uevolisdareoge,
<br />%V-2 SCOPE OF WORK M joints d piping shill be mak up with an approved
<br />TMA( DWKTER h s rsconipe con that abol ) to N t from Ua top d 9."0" Pipe compound (no teAan lope) The Preferred
<br />Uxe lark (pipe carvctian dugs) b MO form Dayan W pipe compound used for making w joints d gorvarzed
<br />6' 8' 10' mr submeuitderged
<br />g drive Uel olubif, r any odces ore maintained its pie P ryshm b be installed applicable
<br />Wer M section •i Ppe/6ti gs s Gowlia Sall -SN with Talton a
<br />(or ) fa submerged Popp. fill Woe, a ory oUxr internal Piping include product coni e d opplicodde wear piping pa shoran s monWocbred by Federal Process Company, CerNord,
<br />Wrt R Rplo saki inlalled Ua pfd pion a taping in Uin s. Incl b Mese sproi riatiom
<br />7 x i a on ha "bled piping drawings. Included ore appropriate '
<br />opal Ohio 44122. liMarq* and gycerine art not approved. AA
<br />Di nra The Pump and attached piping must be free b move with Ua connections and appurtenances b vac islalted eglipment n Vic uncarnttled pipe obis, risers or rvn shill be capped b
<br />P M 9 gr pumps, dispensers and prevent bmparng or intrusion d del TTe use d a
<br />burster 3/8" 1/2" f/2" lark. Use FII loos card fill pipe d rode refire complete lam• e.. older rued forks,
<br />Tweak Strength 9000 12500 16000 asphalt lar concrete pod is used. Do not place brick or indicated vapor control or rttwery sq*menl Garotte filer malarial, such as plumbers string, in making
<br />r
<br />Turnbuckle Dkwr4 oUup o pipe joint when Wends are improperly cut n
<br />ar spacing on lap d Wes. Should b Ue pfd Dion Lor the aienbtian d canectiaro unoceeptoble.
<br />Book typo /1" 1-f� " I -I/4" d larks and pre choses la piping. Eye Type I3/2" 1/2"4 3/4" XN-N FILLING TANKS
<br />XV -3 PIPING 4AIERVyS
<br />%N-9 SPL STABILIWIDN/FA.1ER FABRIC E%GVA1gN ItNER Db M fl Mks until backfli is b lap d fork. Never odd _
<br />product or water for had down in dry tole conditions wig I. Al Primary piping is to be alcohol-campalble Underwriters
<br />Dockfili,q is comotled Laboratory, Inc, approved reinforced Nerrnoeeltirp rein
<br />Sol MoAr" the toter MMic a spesh o D0 O a Da Pip* (6bdrglo"), rodded fiWrgs and adapters. Rear b
<br />wed b 4 ea bollom oral side said ro dl *For Alun lar EXCEPTION: See Installation procedure - Wel Hak the Approved 4okriol List fa orrery approved epprws
<br />f�itr104ci larks sscepl Must ll said rack. For purpoats d and type d system to be used.
<br />his w, tie). sold rack will knckds ignelaur; rales %N-iS ADDING TANKS TO EXISTING INSTALLATIONS
<br />(gr14. li ick.). "dim), andary maks (corgomuates, sardslare, NI secondary conlolmsenl piping is b M demiy
<br />schist rrne:bn*, pt,.), and mtbmaphx rake (gtieves, Taron ns cbe added b existing installation Il is inpol W Pofreth) n (HDPE) with MKI ire groat AN 304 a ,716E
<br />xhsb, yam' ick')' b remember that fiberglass tanks require good foundation starless stM warn crops. where loud cafes may nol
<br />U only a Portion Of her tote s extwated ham solid rook, appal from surrounding soil and ore not sell -supporting ceder occepl HOPE. Telescoping 4" fiberglass pipe hordmir from
<br />then orzy W potion. which is not, should be lined. (Fa hat Of overburden bods. The following guides ore suggestions Ankron may be substituted.
<br />b reduce bods horn soil ce product on urncarered larks so no
<br />i solid N arty I S ids led a m d ldr pedexcwiithrl a carnage ml eco. Find selection of an x4mbon monads
<br />in solid rack, Than Ma sinto theoft rock ea yopM with ore M respormbirty d la Shea engineer depending on local its
<br />fabric sD os to overtop into he rack ado.) conditions, Set Pot plan and addenda ALL SECONDARY CONTAINMENT PIPING HARDWARE MUST
<br />Theft art sevxd kexpo iw 'Wert sail sbbdizatim 614r "
<br />fabrics afailoble which provide a separation between existing I. ISOLATED BURY (PREFERRED) ALLOW FULL EXPOSURE AND ACCESS TO ENTIRE INCAS.PRIMARY
<br />SYSTEM SURFACE, N07 JUST THE JOINTS Mgr FITTINGS.
<br />#I asf �cdia� le Dakfils. When this d sides
<br />s lard. Install larks in o separate hole that is a minimum of 3'
<br />has wage M roc r d. from ands oral odds d {ales to from edge d original tank instdloban forel it is
<br />�`� critical the undisturbed soil between to new excavation
<br />and the word hole be maintained. Keep surface k7odet off Ody "wet" piping (Product lines, old lank risers W
<br />Filter fabric is 0, an yy ,000 yadM ndypropytera aures in existingkorrks. penetrate to inner Mk wall is intended b be
<br />valla d 100, 300, oral 1,000 yards and n i2'-7" orad IS' -7" w0fdariy contained. 'Dry' piping is to remain
<br />widit Material sMuld be kid with nink um bps d 2. BURY IN SAME HOLE (ALTERRATE) uncontained (except Weoded <avrections d bran) since
<br />WWain'�y 18" width so that the excavation s canplo" those lines as nal intended to carry liquid at any time.
<br />lied eat overlaying N kP of the we per"ier, ore to two A Lower product level in existing Mks to le" than we deigned to prevent Me intrusion d le
<br />liquids an Me
<br />set and piled in plat. See -raring AR -83020 fa a sugrdsted 1/3 lark copociy, lank• and are stoped b prevent it* retention d sMdng
<br />layout nel%od d utikzig the 15'-i' wide material. ligeidl Saw appropriate installation drawings la debib.
<br />Acceptable fabrics by Orord nano: B. Remove surface pod, if one exists. 11 11", backfill.Fil JUS) �. ft WSAMIN HOLT DNIVr- YC INTE { )jW\ F J
<br />Pipes ad other vertical risers d Inks and above /�
<br />good vend rivers shol be skrdari 51 OC-KTON , a,A1.JFOPMA
<br />Du Poral "typo" Style 1401 - 4 oz/lay. C. ExcwA1 la new tolls. leaving as morn bakfiy m 9dvarritd slrN
<br />Possible aoerd existing Mks. Pipe with filings standard golvazed malleable iron.
<br />Momonto uploc' brie - 4 oz/lay, Gdvorrzed malleable iron un;m where cooled la an the '—
<br />Celon l'Sopa" Fabric - i.l oz.lay. D. During inslallotiw, existing tanks must not be detailed drawings staff be grand joint construction with
<br />"Mirafi" Ii0 Fabric - 4.I oz/lay. dlowed to move. Shari and sheeting brass Dr j la above ground and 250/300/ lor --
<br />ng ng may be / ass xoL 150
<br />required b retain backfill. Wow ground applications. Galvanized maleoble iron MARK DATE REh510NS BY APP(
<br />CONCRETE SLAB AL1ERh6AtE rcapfrgs, where required ore to be extra heavy duty.
<br />E. hydl ne. tanks as described taker in Uese Jdnts d St" piping yell be mode up with m approved
<br />In to conditions,
<br />inns, cry concreextrelte
<br />icy by bearing sail and y be u instrucbaa• leaving o mirimon d 24" bets"n new gasoline Pipe Compound (nor tenon lope).
<br />wrier aandtmp, a cafcr.te yap ode the take may tp used tanks o d existing lank,. SHELL OIL COMPANY
<br />m fa Blarr in an filter trete m4attockmahod. autrAl 2. Flexible connectors, where called fa, yell be U.L.
<br />Prefabricated'atiOreinforced concrete lm", un as atimo in F. ff bakfil material oder Man pea gravel, stone, or approved with one swiveling end feting. See section XV -4
<br />Section XIV -8- Beuren the dtadmawi oder each hi area• gravel crusfings was wed far existinglanks, on inert item 3, HOUS'T'ON, TEXAS
<br />construct f reinforced " xrele /6 with a minimum IPrckrass fitter fabric should be install between od and new
<br />d 6" reinforced with 6" s 6", 6/6 +ire mesh, backfill to prevent ory migration into new radar. J. NI pipe, 6tlinge,, oppurtenonces, drop tuba (with 3/16" ,—
<br />Dakfia wcch could add b tam failure, pressure equolization hole), momdes/ace" boxes.
<br />N contractor Neto b cast o Ingle yob, nprovidcitaing ha leak disgrnser containment pons, and valves ore la be trrisned GENERAL SPECIFICATIONS
<br />anchors, 8w your §faded be deepened o provide Ca some cross and installed by Ua contractor unless oherrtx specified
<br />stttion acs m prvridsd rx ave aeadmnn, and nsloa Ue saran in Me addenda or equipment list. RETAIL FACILITIES
<br />veal rainlorcemtM orad axlar prints.
<br />4. D'ispenxn a self-contained Pumps ore furdyad by Stall
<br />N o concrete dab b used under ore tiros, he fitter fabric with a 1-1/2" Weoded Oran at the Net piping SHEET b
<br />should ba used w well b Gm the walls d 8a excavated aced. comectian.
<br />SCALE: NONE APPD BY:
<br />• - DATE: JAN a0 arra tree s.
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