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I
<br />2.
<br />SECONDARY PIPE SYSTEMS (CONTAINMENT)
<br />Shell's approved spill-contomlenl fill box is o very
<br />C. Free or organic material, ;can, trash, snow or ice.
<br />XV-6 FINAL ITEMS
<br />_
<br />unique concept with a vopor & water tight seared inner lid.
<br />In freezing weather must be kept dry.
<br />NI containment hardware (Including clamps, seas, gaskets,
<br />This fillbox is a complete assembly Which includes an 18"
<br />1. Tanks to be gouged for product level and water. My
<br />flexible boots, tic) ore "contractor furnish oral 'rntar
<br />diameter slob occev box with on 18" diameter structural
<br />Sand is not o sell-competing material and will have to
<br />measurable arrant of water will be removed horn to system.
<br />items. M such hardware is available though local
<br />fiberglass lid. See to Approved Materials Lists lar
<br />be mechonicdFy compacted in layers of 12" or less b
<br />distributors. Sec Approved Maleras Lists Fa opprored
<br />supplitr details,
<br />achieve a mirimum 90% Standard Proctor Density Wougcoul,
<br />2. All product piping is to be bled corthlty for or os
<br />suppliers.
<br />-
<br />Use a mechohicd plate-type vibrator (2000-3000 vibrations/
<br />submerged pumps at tested. System is to be tested lar
<br />the MANDATORY absorbent sausage is NOT furnished by the
<br />minute). Do not use a concrete vibrator or water lmpig•
<br />tightness and proper operation of kok all or
<br />NI conLawert hardware is to be slipped aver primary
<br />abort noted fifbox manufacturer. It must be purchased
<br />pressure seraors ad impact ropes after Ines ace bled.
<br />piping and left loose while Drirnory piping is japed.
<br />separately by the contractor. These absorbent socks are 3"
<br />Where surd is used to bmkfll the trenches, filter fabric
<br />Aller dl segmons d primary, piping have been pressure
<br />b 4" in diameter by 48" long, are hydophobic (.ift not
<br />barriers ore required between IN trending and the lank
<br />3. Aller calibration check of tach dispenser• stroiners will
<br />tested (50 psiq m'rini with scop for I fear), secondary
<br />obsab water), and oleophific (win of petrdeu ,
<br />We bockfill malerid.
<br />De remawd and cleared, taking core to catch any product
<br />cantonment hvdware may be honed and wrilory pressure
<br />products and any chemical cool bonded to the petroleum
<br />released white removing fillers orW/a stianer elements.
<br />tested (3 to 5 psig MAXIMUM with soap ar I hour).
<br />molecule. Preferred suppliers we.
<br />4
<br />STORAGE AND WOLING OF BED/BACKFILL MATERIAL ON S11E
<br />t. Check Rae vide of can nozzle to issue pumping copeity
<br />Stories rsN warm clamps must De lightened in two
<br />WOLF "pl Onty" 1-800-227-WOLF
<br />Do viol allow bed/backfill material to intermix with an
<br />is adequate %carding to monlacluen's recanmendoDon.
<br />seporcle posses. First pass, lighten to 35 to 40 inch-
<br />MATASORB "M-30" 1-800-222-4799
<br />excavated sol or other material on site. Conlarninotion
<br />pounds torque. Second pose, Dghten to 60 inoh-ponds
<br />OCLANSORB "Sap-Sox" 1-403-290-6650
<br />of sell-competing gravels could result in to need far
<br />5. Test to operation of dl leak detectors oral impact check
<br />lorgw. NEVER tighten ckmpe horn 0 to 60 inch-pounds in o
<br />mechanical compaction. The mirimum/maximun particle
<br />valves in accordance with annual leak detector/Ane lest
<br />single pass or minor joint teals may result
<br />Stage I vapor risers NO util o standard 12" diameter
<br />sizes specified we critical far self-canpoi
<br />procedure.
<br />slab access box with o 12" by 4" Fil-Seol-Pok nitrile Ii er
<br />Containment hordwor4 must be connected in mcadonce with
<br />from American Liquid Controls (phare 1-313-646-3732).
<br />In freezing conditions materials must be kept dry and free
<br />6. The contractor to provide o red fined "as built" copy of
<br />morvfoctrx's instructions. As with dnteMR %trgim
<br />of ice.
<br />site plan showing %tool location d dl piping runs and
<br />pipe brands, do not mix brads of contoimenl hardware.
<br />Submerged turbines ore furnished by Shen and are to be
<br />orientation d dl for* appurtenances.
<br />ordered for 92" doblewall fiberglass tanks with o manwoy
<br />Do not intermix gravel, stone v gravel crushings, a sand
<br />Both suppliers 61 contarnsert piping can furnish 6"
<br />ad with a maximum 12" mounting riser. The turbines are
<br />in the some excavation or connected excavation without
<br />7. A completed "Ins(dbban Inspection Procedure & Checklist'
<br />dioniler bank riser conlorvtenl pipes (either TEE version
<br />inetdkd inside a 48" fiberglass sump furnished by Shelf
<br />filter fabric barriers (see paragraph 5 covering use of
<br />with the accompanying 'Certficde of Test" is to be
<br />or non-TEE version). Thee riser coniaiwnent pipes have a
<br />with the for* and cane 0adard with a friction-fit lid. A
<br />said stabilization and filter fobric to prevent migration
<br />provided the Shell Engineer lar approval on completion of
<br />I" Wended pat for senor cond,l
<br />special pressure-tot lid is avoifal by special order at
<br />between dss,milr sails).
<br />tx iras(Auton.
<br />Unites required by bad codas or spetiAed by the SWIoddtionol
<br />cost
<br />5.
<br />INSTALLATION OF SOIL STABILIZATION/FILTER FABRIC
<br />,
<br />engrseif, of tank risers except turbine sump toll NOT be
<br />The sump height can be field adjusted by trimming the
<br />monitored by a senior as troy should never (ar very
<br />bottom edge of the sump barrel, NOT to edge of the color
<br />At pipe trenches MUST be lined with on approved soil
<br />Infrequently) canbm any fqd Irukoeabon drawrgs
<br />(which is foclory-tioded to to tank). For increosed
<br />stabilization filter fabric, regardless of sal condition
<br />show detals lar such sereas when necessary. CONTRACTOR
<br />depths. two barrel section may be staked.
<br />and type of backfill material used. Approved fabric
<br />WILL ALWAYS INSTALL CONDIAT AND ACCESS BOXES EVEN WHEN
<br />materials are the some as specified in section XIV-9.
<br />SENSORS ARE NOT INSTALLED.
<br />N penetrations and cuts an Nese sump barrels should be
<br />accomplished with carbide or carboruncl hole wws and
<br />Material should be cul to an appropriate width for to
<br />3.
<br />FLEXIBLE CCNNECTORS/SWING JOINTS
<br />bodes. Ordinary cutting tools will not survive the
<br />depth and widm'of to pipe trench so that tore is
<br />cutting process.
<br />sufficient material to overlay to top edges of to trench
<br />FOlern�bte torreclon ore b De irslded d Nallow"The
<br />owing pipe installation and make a complete "elope d
<br />stop barrel joints may be seated in to Wal
<br />the bockfilf at subgrode os flown on drwnq AR-78022 with
<br />dfec6ig the U.L. Lobel by ordering Ne sump bonding kit
<br />a minimum, d 6" op at the bp. Laps of material dog to
<br />A Between submerged pumps and %wools product lines.
<br />from to lank manufacturer. Minor koks oroend Uniseols
<br />trench excavation should be o minimun of 2 feet
<br />can be sealed with either Bostick's Chemcaulk 1000 Urethane
<br />B. N %Aside tarsen of star A vapor manifold
<br />sealoht or DAP 100. Silicorited Rubber Sealant (concrete
<br />6.
<br />BEDDING OF PIPE
<br />sealant). Both ore compatible with gmd;m and dcord.
<br />C. Under each disperser between containment pans and
<br />The latter sealant is cNol le in ypkd hardware stores.
<br />A minimum 6" dee compacted bed, ailed b the r
<br />D P gr give Doper
<br />fibergfoa pipe rod br either gowire or ridge If
<br />slope or depth of pipe runs, must be lad in trench before
<br />vapor, aro mq be required
<br />The normal kala lest for o turbine containment sump will be
<br />pipe runs ore installed. Pipe run should be fobrkaled
<br />a Iytrosbtic test with water. However, a ceded-joint
<br />at groat and installed property spaced on the completed
<br />D. Underground d bass of vont rims
<br />sump with pressure-tight lid may be pressure tested to o
<br />bed. Mer making necessary connections of rom brochenl
<br />MAXIMUM 3 psiq AFTER THE CONCRETE SUB HAS BEEN POURED
<br />or filb'ngs which must be made up in to teak, bed
<br />E. N piping correction to wash d d Fad at Mas.
<br />AND CURED. weight of els slab is MANDATORY la sale
<br />malerid should be placed back oder IM piping and
<br />pressure testing.
<br />g.
<br />Drapery carpeted
<br />Swing jdrM d 9alvonzed hardware are ONLY permissible in
<br />or 4" galvanized pipe runs (4: renal I% atage d s
<br />Contractor s vide responsible to proproper clearances
<br />7.
<br />TESTING AND INSPECTION
<br />I vapor correctors) ad ONLY whore them on applicable
<br />between M lrbre stop, AAbowes, ek and M bio
<br />AR-series imkllotion drodrvje,
<br />rims per q+plicoble inelafbtion drowirgs. Pump and fid
<br />After oll tines have been installed, and before tel' at
<br />box maJcles od/or connecting piping must be elf
<br />backfilled, links are to be disconnected from the lake,
<br />A pipe swing ' shat be composed d two ell (or
<br />ng and not coklode
<br />sgportd pr mn-lood the .
<br />Plugged a copped. subjected to a minimum 50 pi gage air
<br />simior filtlivrar4 o pips ripple. Typical approved
<br />presue (or as required by local or state cafes) and
<br />"soapy"
<br />short ripples, which wig allot M wed a pipe wrench on
<br />6. TRENCHING AND PIPE OWSES
<br />checked for leaks with o solution in the Dreenct
<br />Ne body of the ripple bebreen two fil1inp would be as
<br />of to Omnil representative for a minimum of 30 m+sAm
<br />follows:
<br />Trenching width must be sufficient to maintain to proper
<br />Gouges far this test should be 0-100 pi range•
<br />clearcri between pipes and side wdls as shown on
<br />drowings AR-78022 and AR-78025 and of a depth sufficient to
<br />Air testing of Mergloss piping is not a recommended
<br />PIPE
<br />NIPPLE
<br />INSTALLED
<br />provide to proper bed/can/piles of Goes per dowing
<br />practice by piping monudacturers unless cyton safety
<br />SIZE
<br />LENGTH
<br />LENGTHS
<br />AR-78024. Note that the mnmum cover b finish grocle over
<br />precoub'ons ore fabvred. Contractors should obtain
<br />(n)
<br />(n)
<br />(n)
<br />product lines outside to concrete islad mat area is
<br />appropriate procedures from 6bergoss pipe eWDlitirs and
<br />18 inches,
<br />assure respprmbilily lar allowing sane for prescribed
<br />1/2
<br />2
<br />1
<br />testing presues. lheir recommendations wit include
<br />3/4
<br />2
<br />7/8
<br />Pipe choir is the concrete or OVWI paving shot be
<br />cover" pipe between joints, placing sand bogs a. atter
<br />1
<br />2
<br />1-1/8
<br />constructed as detailed an the drawings and as located an
<br />resUdnts ot intervals and orw nerosolety precautions fa
<br />1-t/1
<br />2-1/2
<br />1-1/2
<br />to plot plan. The minimun spacing between adjacent pipes
<br />personnel waking an site and/orinvolved in to test or
<br />2
<br />3
<br />1-1 2
<br />is S", however piping nus Nil viol be layered. Where
<br />inspection.
<br />3
<br />3-1/2
<br />1-1/2
<br />piping fors must cross, a 5" verDcd dimension between
<br />4
<br />4
<br />1-3/4
<br />pipes should also be mointoned. The exception to this
<br />Prior to making to No pieswe lest in to presence of
<br />rale is where o brach lira to a dispenser crises adjacent
<br />the Owner's representative, it is recommended hat to
<br />product lines with a !roe and 45 degree elbow as detailed an
<br />contractor first apply o low Pressure 5 ps1 kale test b _.
<br />Where correctors ore completely, contained (it: nal n
<br />drawing AR-88171.
<br />insure that all adapters are securely treaded nb place.
<br />aortal with grand ruler, name sal, or Eock6n
<br />that cohesive has been applied to every jalnl and property
<br />mabrid), sbrdad ibirkse sleet cornwil wits as
<br />All open benches shall be properly barricaded and
<br />cured The low pressure led test can be applied in a
<br />ewive&g sed fitting we quite mcepbzl
<br />desigrol to insure public safety. No trench whet be
<br />shat.. Done, tis, immedbtey locating any, body mode
<br />Nft open and unmarked overnight
<br />be aspected
<br />joints. .if linleakage Y be carefully
<br />Where carseclors are nal carr,pfeto contained, ONLY one-
<br />asci
<br />evidenced led b n la
<br />o illy solution an is joints.
<br />corrosion or non-ms9dYc comecbre uilh ace ewivir" trial
<br />Product piping and stage A vapor piping nowt terminate at
<br />fittings, and pipe wills. Once it hos been determined that
<br />filling may be Load Seo to Approved Materials Lsts for
<br />containment pas oder M disperxms. Ther pas must not
<br />M Ani is ell to U test pressure should be applied
<br />acceptable hardware.
<br />drain into or trough underground piping or trough to
<br />and dbwed to remain as Iona as specified.
<br />piping containment. Any 6grid trapped within the Dau
<br />NOTE: Si gle-plw severing MPT end AWN* u®t two
<br />must be revved maiadfy and property disposed. See
<br />Aster recomectiah of all Imes and prior to backfilling
<br />gasall oral dcdma compatible C-rings, that sed
<br />Approved Materials Lists lor dotal&
<br />d sane, to tMire system, to include loris and of
<br />lignter w pressure icreasi 0-rings are not used.
<br />lines, is to be subjected to a find dr test d 5 prig
<br />XV-5 BEDDNG/BACKFILL MATERIALS AND PROCEDURES
<br />lar a mirimuns d one sou witnut o meouable, km d
<br />4.
<br />VENT AND VAPOR PIPING - SLOPE OF LINES
<br />Pressure. cages lar this test should be 0-15 psi rage.
<br />I. (RAVEL - STANDARD
<br />A nvrimrrmm *0d 1/8" pee Wal is regaled kr d
<br />The contractor we provide to owner's representative
<br />undergrosnd v'44 ad vol piping. Novara, to maximus
<br />Stallard bed and bockfill material shah be naturally
<br />with a certificate of letting and inspection indicating
<br />available elope daaAd be used within regifefremts far
<br />rounded oggir". cleat and free dowinngg with particle
<br />that the piping ord Complete system hot been tested in
<br />cover over pipng and depth d talks. Pipe cover
<br />in not less tlhorm 1/8"amore tlmorm 3/4" n dameter,
<br />accordance with test specifications and las been ford b
<br />be tight and in compliance with dl state and food coda
<br />?,UI I W (3ENJAMIN NiiLT
<br />- UFIVE INTERSTATE. 5
<br />requirements ors detailed on drwirgt AR-78022 & AR-78024.
<br />Use this description when specifyrig a ordering became
<br />motel is known by different ortoe This material is
<br />covering such an installation.
<br />9TC:C:K'T()N, C1\L.IfURI\JI,tx,
<br />Piping wit be kMakd an pus-grodtd compacted bed
<br />commary, coW pea gravel. This is to sane mated m
<br />8.
<br />BAgNFILLING OF PIPWC
<br />maWid. No suppari or cpocirg nw9evid a4w than to
<br />slift6i far the tank installation ad is classified as a
<br />bed and bakAe ml be kA n aortal with tse pip
<br />self-carpocting material.
<br />Ater satsfmtay completion d all required testing and
<br />—
<br />M "tract d irrelakill should prevent the
<br />d any ser or Jxrnps wtich would trop to Ares and which
<br />2. ALTERNATE - STONE OR GRAVEL CRISHINGS
<br />inspection of primary and secondary piping, backfilling of
<br />vel not be penndsedto
<br />trenches to subgrode elevation should be completed as
<br />MARK
<br />DATE REVISIONS
<br />BY ,
<br />Stare or grovel austings with angular particle size not
<br />required fa to material used.
<br />M uaontdned 2"/3" fibrgoss stoge A vopar maifold s
<br />less ton 1/8" or more ton 1/2" in diameter• washed and
<br />I1 it becomes nese dui the course d cantructias
<br />nary n9
<br />required to nWcarect bales at Uro turbine end d said
<br />Mae. This configuration is GARB opprartd. Ste AR-88162.
<br />free flowing is acceptable as an alternate material. This
<br />material must meet ASTM C-33 paragraph 9.1 requirements
<br />b switch tan to standard backfin materia b an
<br />SHELL OIL C OMPAN)
<br />Actual pipirg corvW5cxt b tris n-euDari A
<br />t ull aot
<br />dir s 'of classified o
<br />via offal and sonads w
<br />allefrate such OS sand, soil ssobiizoton ohd (iter
<br />lobrk runt be installed as a Darier between to two
<br />Vas with no-bleed ripples. Theses valves are NOT la
<br />ll
<br />self-compocting mote al.
<br />noncovpotible materials. Approval of to Shell engineer
<br />HOUSTON, TEXAS
<br />overfill protection; they arty provide added insurance
<br />against cross-drop product cmbr inatia1
<br />3. ALTERNATE - SAND
<br />must be obtained before making such a substitution.
<br />5.
<br />TANK FITTINGS, MAMIli AND APPURIENIANCES
<br />Sad must be clean, washed, inert wtA graduated and have
<br />GENERAL. SPECIFICATIONS
<br />Ne following chaocleri3kv
<br />Al fills (Includingremotes) are to incorporate un
<br />oulrriak isbtl FA Dbe (see Approved Materials Liss
<br />A Less tim 8s by weight passing J200 sieve. Such
<br />... ..
<br />—
<br />RETAIL FACILITIES
<br />fa acceptable hordwore). Said ebts art to be Ranged
<br />fives mart be noplosbc,
<br />under the truck hose correction conn. The tbes cane os
<br />V
<br />SHEET l
<br />J,and require field ossemby before isldatias
<br />B. 1/8" dia'neter a Itis particle size.
<br />Remember to drill 0 3/16" pressure squcAzoticr hole
<br />Waugh to blot just below to top of krk per AR-88174.
<br />crAi F unser
<br />APpfl RY:
<br />a
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