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<br /> 2 SAL / cceptaW fabrics y brand acne: 2. URY IN AME HO (ALTS ATE) ^Coty pyw " primary piping (that routinely containing fuel such
<br /> as product lines) are intended to be secondarily contained.
<br /> P ce tank in the h e, avidin only en h ball �P ,
<br /> o Du P Int "T SI le 1 4 z s. A. Lower p duct lev in exis ' g tonks o less an "D i in va ar recover , vents, etcY gYl? Y / Y ry P P g ( P Y ) is intended to be
<br /> ink the Bullas level in nks mu never rwa r M soma im" C- - a s.y. 1/3 Ink capa ' y. uncontained since these lines are not intended to carry
<br /> level i ole dura g install ion, W ' e ad in
<br /> allast, ly illips "S pac" Fa is -- 4.1 oz/s.y. liquid at any time, are designed to prevent the intrusion of
<br /> use ' ing cab s to ke tanks i positlo Tanks ould Celanes "Mirafi" 40 Fabri - 4,1 /s.y. B. move su ace pad if one fists, to duce ov burden liquids from the tank, and are sloped back to the tank to
<br /> I r to r I slightl The lif ' g cable and to nes oads an backfill[ evels, prevent the retention of standing liquids. See appropriate
<br /> ust be refully t ded. CO ETE S ALTER E installation drawings for details. Where mandated by local
<br /> Exc ate for w tanks eaving much ckfill as codes, these lines can also be secondarily contained.
<br /> Cautia Do n place t ks on t' bens, b ms or adles, situati s involvi g extre y low b ring soi and adv se p sible aro Ind existi tanks.
<br /> water nditions, concis slab u er the nks may e used For Non-Alcohol Fuels:
<br /> 3. L EL TAN as a alternat to the er fabri method. Install D. During ' stallatio existing anks m not be
<br /> pr bricated reinforce concret deadme as outli d in allow to mov Shori and sh ting ma be Fill pipes and other vertical risers at tanks and above
<br /> While I eling to s, insure hat min' um sp mg betw n ction XI 8. Bet Ben the Badmen, neer ea tank a a, re red to r ain bac 1. ground vent risers shall be standard galvanized steel
<br /> tank is maint -ed. W n ancho ng, plat straps er construc a reinfo ed conc to slab ith a m' imum th' ness
<br /> „ pipe with fittings standard galvanized malleable iron.
<br /> to s and f ow proc ores in ection X •--8. of 6 einforce with 6" 6', 6/6 wire me E. nstall n tanks describ d earlier n these Galvanized malleable iron unions, where called for on the
<br /> instruc 'ons, leav' g a mi ' um of 4" betw n new detailed drawings shall be ground joint construction with
<br /> 4. BACKFIL G If ontracto elects t cast a Ingle sla , includin the tan tank and exi ing tank brass/brass seat, 150# for above ground and 250/300# for
<br /> nchors, e slab Dull be eepened o provi the so cross below ground applications. Galvanized malleable iron
<br /> Dist ' ute bac ill even[ around nks and ontinue section rea as Dulled the de men, a install a same F. backfill aterial er tha pea gra , stone, or couplings, where required are to be extra heavy duty.
<br /> p cedures utlined f dry ho installa ' n. steel einforce ent and nchor p ts. gravel shings s used or existi tanks, In inert Joints of steel piping shall be made up with an approved
<br /> filter bric sh d be in ailed be een old nd new gasoline and alcohol pipe compound (no teflon tape).
<br /> -8 ANC RING I a concr a slab i used u er the t ks, the ter fabrbac ill to pr ent any igration into new granular
<br /> should b used a well to ' e the Is of th excavat area. b kfill whi could ad to t failure For Alcohol Fuels and Blends:
<br /> ' ants m be an Dred w re high Ater tab[ exist, rface
<br /> water uld flow into hole or other water c ditions c uld XIV 0 BAL INC XIV-16 PER/ANENT P E SUMP Where fuels contain (or are likely to contain) alcohols,
<br /> exist in a dry ole. All & 10' ants m st be a Dred yen ball in of f' er lass nks is r uired, er or galvanized pipe, as well as other materials may not be
<br /> wi out exc ion, re rdless o groundw er cond' ons. g g q At the cretion the Sh engine tank e poser tion g P P Y
<br /> product ay be ed and Ilasting ane in ict corn rance sump may be stalled r Shell stallatio drawing These used. Consult with Marketing Engineering for guidance on
<br /> 1 . H D DOWN TRAPS with t se spec' nations. Prior to eltvery Shell g ohne, pipe umps w' consist of three 3) 4" tted PV pipes an these installations or upgrades.
<br /> the oilowing ' erns sha d be to n into nsiderati by the o (1) 8" otted P pipe. pecificat' ns fort pipe su ps
<br /> Use pre rmed h d-down raps fur rshed o by ori al c tractor: re indic ed on t installa ' n drowi s. Sul
<br /> u s should e placed 2. Flexible connectors, where called for, shall be U.L.
<br /> tank ricator t design ed stra location marked n tanks. in the Ink hale efore a pea gr el is ins led so t t the approved with one swiveling end fitting. See section XV-4,
<br /> Ste tank st s are rnished tank f ricator h a Forty-e' t hours office to plant is squired r deliver of item 3.
<br /> p botto is resti g on the ilter fa c excav on liner. he
<br /> c structlo felt whi MUST laced etween a strop produ for bal st. Ass e proper access site for delivery
<br /> p P su s and water p p can ry effec ' ely be u d to co of
<br /> veh' e and vise She en ineer of hose en th re irement drop tubes with 3 16"
<br /> nd the nk shell Anchor traps st align ith deo an g g y water ntering e hole ing con ruction. 3. All pipe, fittings, appurtenances, p ( /
<br /> n ded to oke deli
<br /> anchor pints + - 1 ". not pl e strap or cable anywhere h' pressure equalization hole), manholes/access boxes,
<br /> else n tank ells. The S II engine can f ish a Ii of natio supplie dispenser containment pans, and valves are to be furnished
<br /> A Shelf represen ive mu be on Ind to v ify and crept for achine tted (.0 ") pipe. Solid PV pipe co also b
<br /> ach hot down s ups to chor of s with 1 2" diam er deliv y and c tody of roduct f the di ict. Up
<br /> p P p chased I ally and perforate either in e conte ctar's s op XV-4., PIPING INSTALLATi01VS
<br /> x 19 ow stee wire rop with bl steel c ter (no co pletion delivery contract and S I espies callus r at the ob site.
<br /> flber re loop per D- 008 ust three ble cla s and ould joi y verify e quon ' y of pr uct deliv ed. At
<br /> g 1 , PRIMARY PIPE SYSTEMS
<br /> hea dutyc e thimb s. All cps sho d be ti erred this tim , suitabl ocks wi be Prov' ed by S II to se re
<br /> P Perfo ted pipe should b wrapped rth filter abric a double
<br /> w' turnbu les to ' e a snu fit of s op to t rib. fill ca wra ped with common ardware Teen. Fil r fabric is the Storage and handling, stringing, joining, layout and
<br /> urnbuckl diamete to be 1 1/4" ho type o 3/4" ey -11 C GK TAN DIAMETE FOR PR ER INS CATION p ferrel apping, i available smalle quantiti preparation for installation, cutting, tapering, bonding,
<br /> type., clevis- evis tur uckles oy be u d inheu f cables
<br /> curing, adaptors to steel piping, and flexible connectors
<br /> PLAY T SAFE CHECK ERTICAL IAMETFrR fwFLECTI S All pipe joints M T be thr ded or ip--fit. 0 GLU JOINTS, shall be in accordance with manufacturer's instructions or
<br /> AN ' OR PO] _ THROUG UT THE NTIRE I TAIAMET P EFLEOCE recommendations, Contractor must be familiar with such
<br /> XIV-17 INSTALLATION INSPECTION PROCEDURE AND CHECKLIST practices and procedures and follow some unless certain
<br /> Anchor ants to fabrica d from and ste bar sko rural in Ilation specif' ation pe gravel d tank instructions which are specifically covered in these
<br /> of an . bolt ode ste formed s show on draw' property edded, genera result ' a decr se in t A completed "Installation Inspection Procedure and Checklist" specifications, i.e., pipe burial, seem to be at variance.
<br /> D--9 08. U 1 " dia else bar 2-tan anchor d 3/4" form is to be provided to the Shell Engineer for r
<br /> di eter b far a 1 tank an or. vertica diameter of an 8 diameter ant of Proxim ly p g approval an In such case, Shells specification will be followed.
<br /> 1% ") at t tank m" -length or fiber ss tank and completion of the tank installation. FAILURE TO PROVIDE AN
<br /> ACCEPTABLY COMPLETED FORM WILL RESULT IN NON--PAYMENT OF THE All unconnected pipe protected
<br /> 3. DEADMA ANCHO ro ghly 1/ " (1/2") or jacke d steel nks at e same INSTALLER'S FINAL INVOICE. p'p stubs or runs shall beorof
<br /> oint, W e slightl larger flections are withi the des' n during construction against the intrusion of dirt or other
<br /> Th weight o backfill ova a adman each e of a toteran , the ab e defle ion limit should consid ed to foreign material into the piping system. Protective caps
<br /> g be t maxim acre le with involve eat of e tank XIV--18 TANK REPAIRS AND ADDITIONAL FEATURES used in shipping the pipe are suitable if taped in place,
<br /> t k to w ' h they e ancho d provi s the a it€onal P
<br /> old to force r uired to prevent atoutnder the ma facturer' technic staff. hou[d d lections xceed
<br /> q P Tank repairs or the installation of additional tank features turbine Where repairs are found to be required during construction
<br /> se limit its an 'ndtcatio of im ro er backf' com a ion p P q g
<br /> hold wn fort required a peeve float-o under e ' p p sum collars, additional buns etc may ONLY be accomplished b or after testing or inspection, the defective portion of
<br /> urns adverse audition Dead n may fabrica d in 2 and it y be ne .essary t remove nd reins II the t ks. P g ) Y p Y g P
<br /> factor trained and factor authorized personnel in order to maintain the i in shall be removed and replaced with appropriate
<br /> p'r es plat end-to end it ut gaps minimu 2 strap The p gravel y coma' excessi fines ow spe ' nation Y Y P P P g P
<br /> the original testing laboratory listing. Such work b non-authorized new pipe and fittings. Repairs such as a sleeve type kine
<br /> er dead
<br /> an wher the tot length ' at leas as long s and ome m arrival mpactio by vibr ion may e g g Y g Y P p g P YP
<br /> re uired for proper c nsolidati of the ockfill terial. contractors or (heir personnel is STRICTLY FORBIDDEN. patch over a damaged pipe or a glass cloth and adhesive
<br /> the tan itself. ee D-97 08 for tails, P p build-up over a joint or fitting are not acceptable on new
<br /> Dead en shoul be inst ed alon he cen line of
<br /> ancr or point taking re to h e good ass alig eat XIV-1 �1 FLOAT T wank.
<br /> 1 " w' adjace deadm anchor The t outer char Based on criteria available from manufacturers we have
<br /> points s uld be ed far I ering d dmen in the to T s not chored ith back ' to top f tanks eddy for selected the following minimum bending radii for 2" to 4"
<br /> hole, the co ractor e cts to c st dead n in pl e aping an fully bo sted wit gasoilne can flo out sh d XV - GASOLINE PIPING SPECIFICATIONS fiberglass pipe, which wilk simplify any field calculation
<br /> in t hale, t same chars s uld be ed with qual the to hole be ome sub antiall boded w' surfac ground for installation of a bend if one is required.
<br /> re' orceme water Ancho d tanks fully bal sted, on backfille PIPE DIAMETER
<br /> si ' arty will of float ut due t the wei t of ba fill on XV•--i GENERAL 2„ 3„ 4„
<br /> Any oth substit e metho will re ' e equal orizonta t k slab leadm
<br /> area, nchor p nts of e al etre h to th wire ro The contractor accepts full responsibility for proper handling Minimum Bending Radius Ft 57' 84' 108'
<br /> re red, and approval f the S II engin r. In Bath case, i is there re else ral that e tank le and installation of ALL primary and secondary piping and shall g ( )
<br /> be f' +;d com telt' wit backfill top of ants, not insure that good workmanship practices and construction Pipe Length/Degree of Bend (Ft) 1 ' 1 -112, 2'
<br /> 4, ANCE CHORS a ored, a inimum of 24" addition fill abo tanks ould procedures are followed throughout the installation, regardless (Example 15 degree bend-Pipe Length 15' 22-1/2' 30'
<br /> e requir to prev nt flooto 'an under extreme audition of the inclusion or omission of any applicable suggestion in
<br /> S"Cha e ancho will no a perm' ed unde any Thus, it' most i ortant at nese Dry Inst ation an piping these instructions ar on the drawings. MIN. LENGTH MAX.
<br /> mstanc above he tank be coat eted as uickly o possible o that is PIPE SIZE BENDING RADIUS OF PIPE DEFLECTION
<br /> ad ' conal fill an be ced. Unknown situations or conditions not covered herein are the
<br /> 5. LL ANC R METH S (Mini ours per anchor int)
<br /> responsibility of the contractor. Manufacturer's specialists 2" 57' 15' 24"
<br /> XIV-13 TANK TOP PIPING and Shell engineers are available for consultation. The 3" 84' 15' 16.2"
<br /> T K DIAME R presence of a Shell or Manufacturer's representative at an 4" 108' 15' 12,6"
<br /> 6' 8' 0' 1. �/NTERNA IPING SUBME ED PUM installation site does not relieve the contractor of the
<br /> responsibility fora proper installation.
<br /> (or I s) Galvanized steel piping has been selected to be used in
<br /> !t i recomm ded tha actual c arances rpm the p of conjunction or in lieu of fiberglass piping at such
<br /> ire Rop (Recom end ;� t tank ( e conn ion fitti s) to t tank bo m be The contractor shall be responsible for proper safeguarding of J 9 P p 9
<br /> 7 19 pia steel} easure to insur that ad oats c� rances or maintai d the installation and materials and equipment stored on the site locations where size of the piping, complexity of the
<br /> to prevent theft, vandalism or damage. arrangement, structural needs, or aboveground application
<br /> Diame r 3/8" 1 /2" for su erged mp, fill e, or y other i ernal p€ ng P g precludes the use of fiberglass material. In such cases,
<br /> Tens' Streng 9 0 500 16000 inst ed. XV-2 SCOPE OF WORK protection from galvanic corrosion may be required. All steel
<br /> rnbuckle iometer piping joints shall be made up using an approved gasoline
<br /> ook Typ 3/4" 1 -1/4" 1 -1 4" e pump and atta ed pipi must be ree to ove with e and alcohol compatible pipe compound no teflon tae The
<br /> Eye Ty p 1/2" 3 tank. e fill bo around ill pipe at grade w re The piping system to be installed under this section will P P P P ( tape).
<br /> asph or con to pad s used. not pl e brick include product, vent, and applicable vapor piping as shown on preferred thread compound for steel hardware is Gasiola Soft-Set
<br /> nth spacing material on top of anks. the plot plan or covered in the addenda to these specifications with Teflon as made by Federal Process Company, Cleveland,
<br /> IV-9 S STABIL TION Fl R FAB EXCAV ON LINE or on the related Ohio 44122. Lie s e and glycerine are not roved. All
<br /> piping drawings. Included are appropriate 9 9 Y PP
<br /> XIV--14 FILLING TANKS connections and appurtenances to the installed equipment in the unconnected pipe stubs, risers, or runs shall be capped to
<br /> Soil st ilization/ alter fabr' as spe ied bel o will be complete system, e.g., underground tanks, pumps, dispensers and prevent tampering or the intrusion of dirt. The use of a filler
<br /> used o line t bottom and side walls of l excav ons for Do not fill tanks until backfill is to top of tank. Never add indicated vapor control or recovery equipment, Contractor material, such as plumber's string, in making a pipe joint when
<br /> AL tanks e pt tho in soli rock. F r purpos s of thi product or water for hold down in dry hole conditions until should refer to the plot plan for the orientation of connections threads are improperly cut is unacceptable.
<br /> ecificati solid r ck will i Jude ig pus roc (granit backfilling is completed. at tanks and pipe chases for piping.
<br /> etc), se me.ntary ocks (c glomera s, sand ne, sha ,
<br /> lamest e, etc}, and met orphic cks (gn' see, sch' ts, EXCEPTION: See Installation Procedure �- Wet Hole XV-3 PIPING MATERIALS
<br /> etc 1 . All rimae piping is to be alcohol—compatible Underwriters ® Shell Oil Company. All Rights Reserved 1997
<br /> IV-15 D]NG TAN46 TO E TING IN ALLATIO I� P Y p P 9
<br /> only a ortion o the hot is excav ed from solid roc Laboratory, Inc. approved reinforced thermosetting resin
<br /> then o that p ion, wh' is not should lined. or Tanks can be ded to isting i allotions It is i ortant pipe (fiberglass), molded fittings and adapters. Refer to
<br /> insta e: If a y the b om foo or so o he exc ation is to ways re ember t t all to s requir good fo ndation the Approved Materia! List for current approved suppliers
<br /> in olid roc then th sidewall should draped ith the s pport fr surrau ing soil nd are of self- pporting nder and type of system to be used.
<br /> f ric
<br /> so
<br /> to ove op into e rock ea.) us4 or erburden Dads. e follow' g guides are sug scions
<br /> We anticipate adding specifications herein for contained
<br /> to red e loads rom sail or produ on un vexed to s so no P g P REV DATE BY APPD
<br /> There re sever inexpen ive inert oil stabi ' otion fil r dam ge will o c l Fi Selecti of an stollation method ' flexible piping after first resolving inadequacies in current
<br /> fabr' s ovaila e which rovide a eparatio between existing th respons' ility o€ t e Shell gineer d ending local e codes Until further notice, Shell engineers may elect to SHELL OCL PRODUCTS
<br /> s and Ina -compo le backf' s. Whe this ma ria] is u d, onditions See pl plan a addend use contained flexible piping - - '
<br /> e 1/2 Ink dia er spar' g from ds and ides of nks to with prior ap�ravals of Mar_ ling_ EnginEerincl. Piping plans �''aMp�N�T
<br /> hole w s is not equired. 1. OLATED RY (P ERRED) for such projects must be prepared and approved by
<br /> Marketing Engineering. Shell field personnel and consultants HOUSTON 111
<br /> F]I fabric general spunbo ed poly opylene ailable i Inst tanks i a sepor e hole at is a inimum f 5' ri l
<br /> r Is of 1 300, d 1 ,000 ards an in 12'-- and 1 '-7" fir edge original ank inst ation ho It i
<br /> widths. aterial outd be aid with inimum ps of iticol th undistu ed soil tween t new e ovation
<br /> appro ' ately 1 width that th excavat' n is cc Ietely and the original le be intained, eep sur ce load off GENERAL SPECIFICATIONS
<br /> line and ove crying th top of e hale p imeter e to tw existi tanks. ALL SECONDARY CONTAINMENT PIPING HARDWARE MUST
<br /> fe and pi ed in p ce. Se De '0 or D -9 09 for ALLOW FULL EXPOSURE AND ACCESS TO ENTIRE PRIMARY YANK & PIPING
<br /> uggeste ayout thod of ti[izing -7" wi materi SYSTEM SURFACE, NOT JUST THE JOINTS AND FITTINGS. SHEET 2 OF 3
<br /> / These drawings and specifications are Shell Oil Company's 3011 WEST BENJAMIN HOLT DRIVE
<br /> CALIF'ORNiA
<br /> generic depictions of one or more components of its STOCKTON, o
<br /> standard retail service station designs. They are not SCALE: NONE ENGR.: GR MARSHALL
<br /> intended for use on specific projects. These drawings and
<br /> specifications are the confidential and proprietary property DATE: 4/1/1997 WIC#. W
<br /> of Shell Oil Company and shall not be copied or reproduced DWN. BY: GR MARSHALL
<br /> without Shell's written authorization. CHKD. BY: DR- 97020 '-- 00 8
<br />
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