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I
<br />I
<br />2. SECONDARY PIPE VSTES (COWAIN UENT)
<br />Shell's approved spall -conte ent fill bpx is a very
<br />t to be garvqeJ for product level and water. Any
<br />C. Free or orgonic material, loom, trash, mow or ice.
<br />measurable amount of water will be removed from U-ve system,
<br />unkW concept with a vopoir & water tight seded inner lid,
<br />All product piping is to be bled coreUty for cir as
<br />In freezing w"ther must be kept dry.
<br />All contoinimtot hardware (including ckynps, 9evis, go3k e ts.
<br />This (11115cii is a complete owmbty which includes on 18"
<br />tightness and proper operation of leak deVctors or
<br />flexible boots, etc) ore "t tear tvni3h ond ;nstoir
<br />dometer slob access box with on 18" diameter structural
<br />A(W calibration check of each dispenw. strainers will
<br />Soind is not a self-compocting moterial and will hove to
<br />items. AJI such hordwofe is aedlo0e Not* iocol
<br />fiberglass 10. Set the Approved Materials Lists for
<br />irele removing filters ond/of strainer elements.
<br />be mechonicall'y compacted in layers of 12" or Im to
<br />distributors. S4e Approved Wate6ds Lists for approved
<br />RApplief detoils.achieve
<br />is adequate occordng to moria octureir's recommendation,
<br />a minimurn 90% SWr4o(d Proctor Density Ow"hout.
<br />su;pprief s,
<br />volves ;n accordance with annual leak detector/line test
<br />Use a mecho*of plate -type vibrator (2000-M vibro6om/
<br />procedure.
<br />The WMDATORY absorbent sourW is NOT tuirnished by Vw
<br />The contractor to provide a red lined "m built" copy of
<br />minutte). Do not use o concrete vibrator or water tomping.
<br />All containnw-A hordwore is to be srippe<l ovW prirrKiry
<br />above Wed fdlbox monufoctorer. It must be pure
<br />otientotion of (Al tank oppurtemrices.
<br />7.
<br />piping orid WR W" while prirrKwy piping i$ joined.
<br />separately by the contractor. These ab bent socks are 30
<br />with the occomporrying 'Certificate of Test" is to be
<br />Where sond is used to bockfill the trenches, filter fabric
<br />After oil s"mints a( prifrKry piping hqvo 4w pre
<br />to 4" in (Jometer by 48" ", ore hydrophobic (will M
<br />the i(V"Q60M
<br />barriers ore required between the trenching and the tank
<br />liested (50 ps;9 m"mvn with soap fes' I how), sccoridary
<br />obsorb water). and oleopNlic (wig obswb petroleum
<br />hole backfill material.
<br />coinit6nme-M hrwdwao moy be joined and simolwty pffs"I
<br />tested (3 to 5 psig 1JAXtMUM with soop for I hov),
<br />pr is and any chemical oddilives bonded to the petroleum
<br />molecule. Prelerred suppliers are.
<br />4
<br />STORAGE AND KANDLING Of BED/ FILL MATERIAL ON SITE
<br />Stdriess sW worm clomps must be 00teried in two
<br />WOLF '°piI Only" 1 -800 -227 -WOLF
<br />Do not allow bed/bockfill material to intermix with on
<br />*porata pwus. First ten to 35 to 40 inch-
<br />MATASOREI "M-30" 1-600-222-4799
<br />excavated scil or olher motericil on site. Contomination
<br />pounds torque, SKond pm tighten to 60 Wich-poounds
<br />OCLANSORB "Sorb -Sox" 1-403-290-6650
<br />of self-compocting gravels G result in Uv need for
<br />lo("NEVER Won clamps from 0 b 60 inch-pouods in a
<br />mechanical compocUon. The miNmumlmaximum portkie
<br />single pan or, minor joint "s moy re
<br />S" I or risers will utilize a standard 12" diameter
<br />sizes specified ore Critical for self-compoction.
<br />slob access Wx with a 12" by 4" Fil-Seol-Pok nitrile liner
<br />Contiainment haordwom must be connected in occo(dwoce with
<br />from Americon Liquid Convols (phone 1-313-646-3732).
<br />In freezing cons materials must be kept dry o!A fret
<br />mcintrfocturef's ;n*uc6om As 0h diffefent fibefgloss
<br />of ice.
<br />pipe brorK% do not rnix brands of G hordwore.
<br />Submerged turbines ore kgriished by Shell and are to be
<br />ordefed for 92" dooblewdl fiberloss tanks with o manwoy
<br />Do riot intermix grovel, stone or gravel crushings, or send
<br />Bolth suppliers 6(t piping con horish 6"
<br />and with a maximum 12" mounting riser. The turbines or#
<br />in the some excavotion or connected excavations without
<br />di,ameltr tonk riser containawt pipes (oilhor TEE version
<br />instol" inside a 48" fiberglass uimp furnisihed by Shell
<br />filter fabric barriers (we paragraph 5 covering use of
<br />of non -TEE wsion). Ibm 6w ca**"rA pipes have a
<br />with the bnk md come s with o friction -fit lid. A
<br />soil stabilization and filter fabric to prevent migrotion
<br />I" throoded W1 for sew cvWL
<br />specid pre mire -W lid is ovoiloble by specid order at
<br />between dmimikir soils).
<br />Unless required by cif codes of "ified by Ow Shell
<br />IG cost
<br />5.
<br />INSTALLATION Of SOL STABILIZATION/FILTER FABRIC
<br />engineer, oll, tonik ows except hxtino sump will, NOT be
<br />The sump height can be field adjusted by trimming the
<br />monitwed by a sonsor as they vhcKM new (or very
<br />bottom edge of the sump I>arrel, NOT the edge of the collar
<br />All pipe trenches MUST be lined with an opproved soil
<br />infreqmotty) con"n any 6quid. InstOotim dr i
<br />(which is foctory-4oincled to the lank). For increased
<br />stabilization filter fabric, reWdess oof soill Conditions;
<br />shoow deWs for such sonoas wtw nocossory. CONTRACTOR
<br />dep0m two barrel wUws may be stocked.
<br />and "e.ol bockfill material used. Approved fabric
<br />WILL ALWAYS INSTALL CONDUIT " ACCESS BOXES EVEN MiEN
<br />materials are thoe some as specified in section XIV -9.
<br />SENSORS ARE NOT INSTALLED,
<br />AR penetrations and cuts on these sump barrels should be
<br />occomplish,ed with carbide or corborundurn We saws orid
<br />MoWiof Omid be cut to an opprop6pato we for M
<br />I FLEXIBLE CONNECTORS/S*ING *NTS
<br />bWn. Ordinary cutting Ws will W survive the
<br />depth drid width 'of t1v pipe trench so that Uwe is
<br />CuOng process.
<br />sufficient material to overlay the top edges of the trench
<br />Fle)db4e connectors at# to be instoled at Ow Moving
<br />during pipe instoilation and make o complete envelope cif
<br />poiirft
<br />The " bor f 0 jow,4i " t>@ woitd in N fi* Id WithmA
<br />the b<xkhll at subgrode as shown on drowing AR -78022 with
<br />olfecang the U.L. Lobel by ordering thie sump kciding kit
<br />a n,"nornurn of 6" Icip at the W9 - L op s a( moW k0 olong 11he
<br />A. 84tww sobenerged pwVs ond ftwom product linn
<br />from the tonk morVoctuiref. Minor leaks orcound U63cols
<br />trench excavation exxAd be a minimum a( 2 feet.
<br />con be sWed with ei0w Boskk's Chemcoulk 1000 Urethom
<br />B, M oA" cotnors a( 4or A vWv monitoid.
<br />stolont or DAP 100% Silicorized Rubber Secilont (concrete
<br />6�
<br />BEDDING OF PIPE
<br />sedont). Both are compotbIe with goisoline and olcohol.
<br />C• Und4f each allisponsdir b4h"i containment pard ond
<br />The kAW *donit is avvillotife in typic al hardware store&
<br />A minimum 6" deep compacted bed, graded to give the propef
<br />%of Owe p4pie r" V *iW 9=** at S" 0
<br />slope a( depth a( pipe runs, must be Idd in Vench before
<br />vopor, Go may bf reqire"ll.
<br />The notmol kK* test for a bxbir* containment sLap m'll be
<br />piper are installed. Piper OxxAd be fabricated!
<br />a hy*o-VWtic: test with water, However, a seoled-joint
<br />and installed propefly spaced on ft completed
<br />.
<br />DUnderground (A bcm of tri risers.
<br />sump with premse-tight lid moy be pressuire tested to a
<br />bed. After making necessary connections of runs, bronctmm
<br />W0IMU`M 3 psiq AMR THE CONCRETE SLAB HAS BEEN POURED
<br />or fittings which must be mode up in Ow trench, bad
<br />E. At piping connorcli" k) wosU o4 & W ok Irx*s.
<br />AND CURED. The weight of the slob is MANDATORY for We
<br />nvt4rkA should be placed bock uncIer the piping and
<br />pressure testing.
<br />properly compacted.
<br />sw6N jo° zod hoird"a art ONILY pefrnissibIo in
<br />3' at 4' gavarized pipe runs (ie: roirrvc;W Ps orid V490
<br />Controctor is responsible to provide prop cleoriances
<br />7.
<br />TESTING AND SPECT
<br />I v*W caorvw6oino) and ONLY a+wa Awn on V*ob4t
<br />AR-w4s kuWo6w drawkV&
<br />bohyten 1111he llurbiv ", Mbowes, ot wid 1111his kink
<br />risers per applicable insWation drowing& Pump ord 69
<br />After ofl lints have bw iinstolk4l. and Word fty are
<br />b*x rrwy,,holes ond/ot connecting piping must be if
<br />bockfilled, lines ore to be disconriected from the licinks,
<br />A o
<br />Ir" be coenposA of tweillt>ows (or
<br />G n-1
<br />supocting onod rrsAit M oksnood the tcx*.
<br />p
<br />plugged or copped. sub*ted to a minirrKamn 50 ps' gouge ow
<br />pressuire (of os required by locd or state codes
<br />tiwapile. Tprwtich wil o4ow Ihs usis ol o pipe wrench on
<br />6. TRENVIING AND PIPE OMES
<br />ked for leaks with a "y" solution in ft txme
<br />pr
<br />the lb" of f4 nipple b4brw two fiWings would be as
<br />of the Owner's representative for a minimown of 30 mW*Aft
<br />rodows:
<br />Trenching width must be s0kient to mointoin the proper
<br />CouVes for tNs test be 0-100 psi r
<br />cleoronces between pip" and " wails as shown on
<br />dircrwings AR -78022 ond AR -78025 ond o(a depth sufficient to
<br />Ar testing of fibe(g�= piping is not a rocomrnefided
<br />P IP E NIPPLE INSTALLED
<br />provkio the proper bed/carver/pitch a( lim per drawing
<br />proctice by piping montiochxefs unless coftoiin safety
<br />SIZE LENG'TH LENGTHS
<br />AR -78024. Note that ate minimum cover to finish 9(ode over
<br />precovtons or* fel d, Contractors should obtain
<br />(n) (i6)
<br />product lines outside the concrete isloind nwA arm is
<br />pr r' pr es from fiber"s pipe supphwi ond
<br />inches.
<br />03suirne re bili for following same for prescribed
<br />tQr
<br />1/2 2 118
<br />(ecornmendaticom *41 include
<br />testing P
<br />3/4 2 7/8
<br />Pipe OK;s" in 1he concrete or ospholt porying W"Of be
<br />ccvwwq pip* 4*tww joints, p4ocing sond Wgs or cither
<br />1 2 1-1/8
<br />constructed as detailed on the drawioted on
<br />re3ljoints at intervals and nurnerous Wety pfecoutions for
<br />1-1/2 2-1/2 1-
<br />the plot plan. The irrinimurn spacing bete m od*ent pipes
<br />per working on site and/or invoN*d in the test or
<br />2 3 1- 2
<br />is 5", howevw piping runs will no( be layered. W�we
<br />inspection
<br />3 3-1/2 1-1/2
<br />piping runs must cross, a 5" Yffticof dimension between
<br />4 4 1-3/4
<br />pipes shcould olso be moointdr*4. The exception to tN3
<br />Prior to making Uv high pressuire test in the presence of
<br />No is wheir e a bromh line to a dispenser crows odjocent
<br />the Owner's representative, it is recommended that the
<br />product lines with a let and 45 degree eftw o3 detoiled on
<br />contractor fist 6pp1jr 0 10's Pressure 5 p3i4 " test to
<br />Where G art eletefy conkined (ie: noi in
<br />drawing AR -88171.
<br />irmge thot all odopters or* wurely t1yeaded into place.
<br />contact with grwW "of, notivii xA, or bxk6a
<br />that adhesive hos been applied to every joinli, and properly
<br />motwicil). standard sia6*a A" coorw1ors with om
<br />AA open trenches sWI be pr erg borricoded and
<br />cured The low pre leak test can be applied in a
<br />swivtfing end %N are quii'lit
<br />designated to kwxe public Wetyt., No trench shicill be
<br />shortmv,hA, imme4k4ely locating " body mode
<br />j
<br />opand unn-,arked overnigh_
<br />left en
<br />jointsT he'line O)Wd belinspecto<l for
<br />Whiefe ore not c"Wteiy coAdried, ONLY ont-
<br />evidence of "age by using a soop solution on the joints,
<br />corro6w of nw-mtkk cWf*CW2 With of* vviy*�
<br />Product piping and S" I vopor piping moust mi to at
<br />rittinq3� ond pipe iirolls. Once it hos been determined that
<br />'Ps
<br />fit1ing " b,* us" Sa,* ft Appr" McWKA Lists k(
<br />C*y0ornenit Pons unoff 11ho alisptrisers. R*" po-4 ffK4A M
<br />V14 " tight. the U *0 Pf ~# *OA be VOW
<br />occtptob4o hoird"e.
<br />drain into or thirough underground piping or thirough the
<br />oind allowed to rernoin as long Cis spec&d.
<br />NOTE: Sk*-pkxw sw"nq NPT @,rxJ AWro uot two
<br />piping containmert Any rqid trapped within Uw pons
<br />mutst be removed monualty and property disposed. See
<br />AAer reconnection of all lines a-4 prior to bockfilliN
<br />gaso&W wid *did corr*c6tit* C-ringis W "d
<br />Approved Wotefids Lists for doW&
<br />of some. Ow einGro system, to include t ond all
<br />lines, is to be subjected to a final air test of 5 psig
<br />6OW ot ;wossuire incrocam 0-r' are no( used.
<br />FI T R PR
<br />for a minimum a( " hoix withM o moosuirotik. Im of
<br />4. VENT ANO VAPOR PIPM - SLOPE Of LINES
<br />pressure. Gauges for LNs test OxxAd be 0-15 psi range.
<br />A rnirknourn *94 a( 1/8" pw W is rvqLked for Ut
<br />1. GRAVEL - STANDARD
<br />The coritfoctor will provide N owner's reprewtoM
<br />wtdwgrouind V41A *,id, v0por P;PW4 Howqvw. IV awridmm
<br />S W and 4cickfill motefid shouid be noturolty
<br />with o ceftirkote a( lestng and inspection indico*q
<br />ov,aiciblo *pe exxid be md witNn rsqirw," V
<br />rovx1ed aggregate, cloon and free kwirpq, With P(Ytklo
<br />that the piping ondl complete system has been toistecl in
<br />occot with these specificolions or4 tm been rourx! to
<br />Cow over piping OM depth d "'t PO cover
<br />requirenwts are deWed on droaings AR -78022 & AR -78024.
<br />size not less thon 1/8" or more thon 3/4" in d" ter.
<br />Use this description when spetifying or cordtting becotm
<br />be tight and in compl;*xe with dl state arid local codes
<br />mo*;d is known by diHofeiA oreos. This mollitrid is
<br />covering such on installation.
<br />Piping will be knicifle<l cm 1p(o-grodtd Compacted bed
<br />COMM" Caltd PtO gravel, This is TW SM14 MCWKA 03
<br />S.
<br />BACXFILLING OF PIPING
<br />m<; W Ki. No vW p(wA of Wx �rq nwUf xA o4)w tvm ft
<br />specified for the tank instufIction and is clossified as a
<br />h If* * '
<br />b,ed or4 bockkI ml be kA ;a cor-�t 4 =
<br />This rm thod of mitalobw gt*W prey ft 1 ty
<br />W(-cornpocting material,
<br />Arw Wisfoctory completion a( oft required losting and
<br />of " sogs ce J"s which W.'CAA, trap N 6nel and wtkh
<br />2. ALTERNATE - STONE OR GRAVEL CRWilNGS
<br />inspection of primary and secor4ory piping, bockfilling of
<br />lhe trenches to subgrode tievotion should be completed as
<br />wig not be pvTn&ei
<br />Stone or gravel cru3hings with onqvkw porkle size nok
<br />required, for terkA used.
<br />An urvcontok*d 2"'13" *UM I voW rfold is
<br />required to intorcorvwt b -*s at UhA Vbint end of 96d
<br />less thon 1/8" or more than 112" in da ter, wo3hed ond
<br />free kwing is acceptable as on oltefixite material. TNs
<br />If it becomes necessary during Ow course of construction
<br />kx*s. TNs codWWon is CAR9 opprota See AR -88162.
<br />material must meet ASTM C-33 paragraph 9.1 requirements
<br />to switch from t1he stondord bockfill enoteti oll to an
<br />alternate such as sand, xA stobilizo6on or4 fillier
<br />Actuol p�rq conrwtions to bairAs iyKA Aze bal McKA
<br />pi
<br />voN*i with r*-bkW ripples. Th*" vdves ova NOT (of
<br />for civality and soundriesii oind is also classified as a
<br />self-compocting motefioil.
<br />fabric nvAt beinstalled as a barrier between the two
<br />owtrfn pfollectk^ they only proves °d invxome
<br />noncompoWe moteficils. Approvol a( the Shell tr4neer
<br />must be oblaine<J before making siuch a
<br />o9dnst cross- drop product ccinkyrkKA;m
<br />3. ALTERNATE - SAND
<br />TANK F[77WGS. UAMfOLES, AND APPURTEI`W"_S
<br />Sand must be cle-on. woshed, inert, well 9ro0joW oM hove
<br />V* fob owing chorocteristics:
<br />"Ris (k= =) ore b kctWo4 (m
<br />(sea Appraitc! U*fkfs LhU
<br />A. Lou ftn 8x by we' t pas -sing J200 sieve. Such
<br />for occeploble hordwxo). Said M" are to b4 Wq-td
<br />Ifints must be nonplosbc.
<br />under N bruck hose ccdkr. The tuit>,ts come as
<br />kits and r f*W ossemb4y b4fvt irtstcillotim
<br />B. 1/8" dornoter of less portk!a size.
<br />Romembo to drill a 3/16" pressers oqjohzation We
<br />ttwough thd "t just bper M-88174.
<br />M1
<br />A
<br />XV -6 FINAL ITE WS
<br />L
<br />t to be garvqeJ for product level and water. Any
<br />measurable amount of water will be removed from U-ve system,
<br />2.
<br />All product piping is to be bled coreUty for cir as
<br />subrr*r9t4 pumps ore tested, System is to be tested for
<br />tightness and proper operation of leak deVctors or
<br />pre xrnsors ond impost totyes after lines ore bled,
<br />3.
<br />A(W calibration check of each dispenw. strainers will
<br />be removed and cleaned, toking core to catch " pr t.
<br />irele removing filters ond/of strainer elements.
<br />4.
<br />Check ftow rate of each nozzie to in pumping copoc I
<br />is adequate occordng to moria octureir's recommendation,
<br />5.
<br />Test the operation of all leok detectors and impact c
<br />volves ;n accordance with annual leak detector/line test
<br />procedure.
<br />6.
<br />The contractor to provide a red lined "m built" copy of
<br />site pion 9x>wing a [ocobon of oil piping runs
<br />otientotion of (Al tank oppurtemrices.
<br />7.
<br />A completed "Instollo6on Inspection Prate & Checklist"
<br />with the occomporrying 'Certificate of Test" is to be
<br />provided the Shell Er4mer for oppravoll on completion, of
<br />the i(V"Q60M
<br />,�I_iT 0,C K I'ON) C,/\L-IFORNiA
<br />
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