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HomeMy WebLinkAboutABOVEGROUND TANK CITY OF BAKERSFIELD OFFICE OF ENVIRONMENTAL SERVICES 1715 Chester Ave., Bakersfield, CA (805) 326-3979 APPLICATION TO INSTALL AND/OR REMOVE ABOVE GROUND STORAGE TANK(S) In conformity with provisions of pertinent ordinances, codes and/or regulations, permission is hereby granted to: Name of Company Address to display, store, install, use, operate, sell or handle materials or process involving or creating conditions deemed hazardous to life or property as follows: \ subject to the provisions and/or limitations as provided. 'Violation of pertinent ordinances, codes and/or regulations shall void this permit. Permit Denied /,.~-/q- ~ Date Applic~t N~e (print). ~pp~t Si~re THIS APPLICATION BECOMES A PERMIT WHEN APPROVED 'Sep 30 99 lO:05a Mike Sands ?1~-528-6873 p.G z CONTAI!!IMEI SOLUI'IONii; k I~EN AI.I ~'3 ~ PANY HOOVER VAULT TANK' INSTALI.A'TIOI~I INSI'R. UCTIONS ©VER PRESSURE AIR RELIEF DEVICE ~,ALL VALVE IN' ['.RSTIT AL VENT INLET C/~, :~'~.U FOr'~ 'rCSTIN~ ~ ~ ' L VALVE ~ PRESSL I~E GAUGJ/ CONT~INME NT pRE,SI.IRE ~ GAUGE I~GURF.[ 1C 1.0 TANK SITE 1.1] The fe~m~iatie~ foF tl%'-ta~k rFlus~ be desi~.;~ne(:l..te, suf.:~)r~ tl~.-.~. ~-~ank weig~ ~e weigh. ~ the m~imum amount of prc~uct ~e t~[nk ~11 b ~ stonng.. The foun~tion may ~ ~mp.i~ ~ ~m~, ~ ~vcl or 011.,~ s~-~ m~te~al and must include provisiom in ~s design to prevent tank movement. :l'he found~on Qes~n must al~ include= p~ ~ ~. s~gw~Cr aw~ f~.t~-~'nk to nfl ~imize ~sion. 1.2 This ~n~. must ~ In~ll~ in a~°~an~'=~th al applic;~Dle ~eral, s~i~ and I~1 en' 'irrUptions and safe~/ Tank mu; [ be ground~ ~r ~1 ~d~. 1.~ Tanks I~:.;~t~ h~ ~~ ~i~ ~ ~,l~)te~ ~gainst flo~tion.. 1.5 The 'tank ~hall be p~l and s~. from vandidism. 'r 3e ~nk shall al~ be pr'ot~ f~..~i~-~.~ ~f~ v~ ~s. /~Sep 30 88 lO:O~a Mike Sands ?1~-528-G873 p.1 ..... Warrant ' Hoover 'Vaul! Tank::~ Cont~;inmcnl. So :utions, Inc. (CSI), warrants each HOOVER VAULT TANK agains! del'suit ;n mat~rlal ~,r workmanship, except as set forth below, for a perio.:l of thirty (312}) years from the date ~t:' pm'chase ~md agr'ee:~ to repair. :eplace or refund m~y defective unit without charge - ~.ee below. FAI LURE TO INSTALl., MAIN'FAInt eli OPF. RATE IN ACCORDANCE WITH MANUFACTURER'S SPECIFIC. ATI()NS AND A}~P[.ICAItLE STATE AND FElr)ERAL REGUI.ATI(.)N.N, OR REPAIRS OR MODIi:ICATIONS BY NON..AUTHOR IZED PERSONS WILL VOID THIS WAI~: RANT'(. IIOOVER VAt.! LT TANK is designed for storage of'gasoline, dies,.,I and motor oils and not for storage of COtTOSiVeS, toxic materials or chemicals. User has a duty to, condu,.'l visual inspections at h:ast weekly to check for leaks. In the event leaks are determined. £ONTAINMEN'[' SOI,UTIONS, INC. should be cot,- tacte~ at (410) 7 g7-0010. This warranty does not cover damage resulting from accident, misuse or abuse, lack of reasonable care, acts of God or nature, or the affixing of any attachment not provided with the product. Tills warranty is limited to the tank only, anti docs not include paint, decals, or any accc~.s~ry itcm~ such as vents, p~ traps, gauges, etc. Service may be obtained by contacting CONTAINMENT SOLUTIONS, INC. To ped¥~rm warrm~ty ser- vice, the ItOOVER VAULT TANK must be accessible b.~ forklift or crane. C()NTAI'NMENT SOI.I.I- TI'ONS, INC. will not be liable for :my costs Or damages re:;'~lting fi'~m lack of accessibility. CSl'~i LIABILI' t~Y UNDER Tiffs WARRANTY SHALL 8E LIMI'TED AT ()UR I)ISCRI:;TION, TO (I) REt'lt.!R, (II) R I?.PLACE, OR (!!!) REFUND UP TO THE. ORIGINAL PURCHASE PR iCF. FROM CSt. csi' SHALL NI).T BE~ L~ABLE F()R LABOR OR OTHER INSTAI..L, ATION COSTS AND SI'iALt. NOT B'I?. [.I'ABLE FOR SPECIAL, INDIRECT OR CONSEQUE'OTIAL DAMAGES, INCLUDING WITI'-IOUT LIMITATION, COSTS, EXPENSf';S C,R LIABILITIFS ASSOCIATED WITH ENVIRON- M I.SN'I'AL C~)I',i I'AMINATION, FIRES, EXPLOSIONS, OR OTHER CONSEfQUENCfsS At,LEGI~.Dt.Y A'ITI{IBU'FED i'O A BREACH OF WARRANTY OR. DAN[AGES LrN'DER DECEPTIVE TRADE PRAC- TiC. Ir.. ACT Ol~'. sIMILAR CONSUMER PROTECTION ACTS. THE FOREGOING CONSTITIJTES OUR EXCLUSIVE OBLIGATION AND. cS1 MAKES N0 EXPRI:;.r:;SED OR iMPLIED WAR RANTIES, OR WARRANTY OF MERCHANTABILITY OF FITNESS FOR A ~ARTICULAR PUR P()S E, EX.CF. PT AS STATED A [iOVE. I'ub. Nc,. TNK15GB8 - Lltho in U.$J~.. June 1998 - C:ooyd0ht O 109t~ (~ntBi~me~t $ ~utlcxqa, Ira:. · All Rlghtl Reserved Sep 30 99 lO:04a Mike Sands ?1~4-528-6873 p.2 ---, CONTMNIIIIENT S pE,4~IIP I C. ATIC1114S HOOVER ·VAULT TANIIC' UIk LIST:F.D 2085 PROTECTED SECONDARY C4],IliTAII~IIMENT TANIK '1.0 GENERAL TANK DESCRIPTION:' 1 ,~ Hoow,,r vault Tanks are constructed and listed ~n accor:lanCe with Underwriters Laboratories Inc. standard 2085 for Insulated Secondm¥ Cm~tainme~ff Aboveground Tanks for Flammable and Combustible Liquids, Protected Type. This '.! Hour fire rating shall exceed all requirements of The National Fire Protection Association Seclions 30 :~ncl 30A for "fife resistant" tanks and rne~t the vequlrem(~nt-~ of Tho Uniform Fire [:;ode A~fictes S2 and 79, Appenrlix II-F and Appendix Sta~A-ll-F-i for.'pm_ tected' abov,-=,gmunc1 ':anks. 1.2 Tho :~tandard modal Hoover Vault Tank is con~l:ructed ;~s a UL listed secor~dal¥ containment tank, utilizing Steel inner and outer tanks. ~ 1,3 All V~lult Tank designs am resistant 1o bullet penetralic:n acCOrding to Appendix II-F of lhe ---, Unif~:m Fire Code. '. .... . -'~ 1.4 Lightweight concrete surrounds the pdnlanj ;~lorage ll!~nk and shall be listed to allow Ih(, detectiop, of I~aks from the prima~ tank. 1.5 The tanks .~hall have Certification from CARB fo,"PhaSe and II Vapor Recovery; 1.8 The anChodng!i~'d°wr~.,be welded. Lathe. boffnn3-o" the seconda~7 tank and.meet Zone Seis~ nio requirements.. . . . '1.7 .. T, he ~anks must be off-loaded on site with a 1.8 All o~enings shall be_from.the top, with threaded NPT 1.9 The VaUltManufacturer' shall' prOvide'cert, ificate of insurarlce that proVides a minimum of eleven_miUiOn=dollars (:$11,0~]0,000; nf.l~rol,~Ct Liability Coverage per ~'. ccurrenCe. . .. 1.10 The '~aUl~, Ta~fl~to-inck~e a Warranty tar 30 years. '1.11 The ',ank manufacturer Shall Provide proof of a r~inimurn 5 years of manufacturi~[i vaull tanks, Sep 30 99 iO:05a Mike Sands 714-528-6873 p.3 2.0 PRIMARy-~:ToRAGE TANKSr;'' i. '.. 2.1 The slandard primary Storage tank shall b,~ rect~gular in design. It shall be constructed uf UL speci"ied .';teal thickness, with continuous welds. 2.2 The primary ·storage tank shall be constructed ot ASTM A-569 or A-36 carbon steel, or ASTM A-24['} type 304 or 316 Stainless steel, as required fOr compatibility of product beiflg stored. 2,3 The primary storage taflk shall be constructed and listed i~ accordance with UL 142 :~tandards. 2.4 Tl~e i~rimary tank shall be fitted with: a 4" or 6" Fill Port, ~: 2" Normal Vent Port, either a 4", 6", ~Y', ol 10" EmergencY Vent PoR, a z- Liquid Gauging P'~;.~t, a Z' Purl'for Disper~sing Pump, a' 4" Ph..ase I Vapor Recovery Port, and a minimum 18" manway (for tanks witl~ capacities 5,000 gallon's and greater). An optiOnal 15 !;lallon Spill ;ontainn~ent with Lockable Lid ~[n(:l Drain Port to th~' r~['i~n~y t~k is available. 2.5 The l~rimary tank shall be pressure tested to UL 142 St~rdard (minimum 3 to ma×imurn 5 psi) ~t th~' factory, and shall be field teated by the ~mtracto~ !.~ a maximum :~ psi. 2.6 'the i~,'im~ii¥ steel tank shal! be de.,;ign(:d to .';':ore M~; (methanol), alcohol and petroleum blend ~. 3.0 3.1 The :;.,tandard fire pr°tectio~ material shall be_li~ihtwei§ht concrete and surround the primary tank. The tank.desigrt shall provide a rninimmn..two (2_)hour fire ratino per UFC Appendix ""7'~.~ Stan~:.ard A-II-F (formerly UFC 79-7), and UL 2(}~5 Protected Secondary Containment T~nks. .--.-~ 3.2 'rhe r'ir'e protective material.shall allow liquid leaking fr(,m the primary tank to penetrate the mate~Jal and communicate with the.leak.der, action .h~he according to UL 2085 Protected Sec(mdaFy Containment Tanks. 3.3 The/:re protective material shall be of a rnonolitl~ic pour, poured atthe f~lctory. 3.4 The f re ProtectiVe material Shall Provide ,.a mini~hum of ~=~ R-10 insulating factor. · Sep 30 88 lO:O5a Mike Sands ?'14-528-G873 p.4 I ~" 4.0 BULLET RE:-31STANCE:. . . 4.'1 The fiw,.~ pro~eCted primary tank shall be tesled by Et qualified engineering firm to be resistant to ~. penetration of the primary tank by a 150 !~;rain, ~11 2 Bull,;t, traveling at a velocity of at least 2/0U t,~.et per Second, when Iired frum a .20 calib=;r ~fle, II,:.cated a maximum of '~OO feet from ~the tm!let. 4.2 Tl~e fire, protected tank must be able ~o I:,e repa~,.-cd in II~e field by a factory representative, when i~,~pacted by a bullet. 4.3. The f;~ .;fury ceprg,~entative must be able to certify 'that thl~ primary and se{:ondary c~)nt~inmen! do not leak, and that the fire protective ma';=rial r,--.!~ains its mtn!mum two (2) hour protection. ~,.0 SECONDAF:Y LEAK CONTAINMENT TANK: 5.1 The s,!con(fary leak containment tank .,;hall be.. mH*angulm- in desion and listed according toUL ~2085 i~lsUlated secondary aboveground tanks for fie ,mmabl,=, and combustible liquids, pro~ected type. 5.2 The secondary tank shall be tested liquid light al the fa¢,',.Iory (minimum 3 to rna×imum 5 psi), and sl~all also be field testm/by the contra!'.,tor to a maximum 3 psi. 5.3 The s,' condary tank shall provide reinfl~rcement l[~r the lightweight concrete. 5.4' The s,~condary 'ta~k..sb~lL pmuide true 3~i0° R~tdJus 'pre:~sure testable' containment for the pdmaq~tank.~.' .~ ~.?:-.- .... . · .- 5.5 The s,::cOndary tank' Shall'be fitted with .: a 2' Annular .~l)ace Monitoring Tube, a 2" Normal Vent' Port and either a 4", 6", 8" or 1[)" Emergency Venl Port, in addition ~o .openings fu~ all ports ' '~ the primary tank, 5.6 The p.:)rt openings in the top of' the sec~:,ndary tank shall be constructed with full weld~ to prevel ~t moisture from ·seeping between the fire. i)roofing material and secondary and pdmary tanks. " . . 5.'7 The to@ of thc secondary, tartk., sl~all be sloped sc, that Waller will not ac, cumulate on top of the tank. . · The s, condary te.nk sb~U. ba~e a two (2) inch monitoring p,)rt including a tube which provides a mean~: to detect Product leakage from the 0dma~, tank inl:.:) fire protection matedal I. hat directly uul'~.o~.. ~ds thc primary tank. 'This de=ign shell be isled u~'~ ler UL 2085_ ,Sep 30 99 lO:05a Mi~e sands 714-528-6873 p.5 6.0 COATINGS: 6.1 The exterior surface of the,secondary tank shl~ll be ck~ansed of foreign material and coated with a con*osion' resistant industrial paint (3 to 5 mils dry. film'thickneSs). 6.2 The standard color shall be desert sand. ~ An ~)ptional fiberglass impregnated co~ting (FIBERVAULT) can be applied to' the exterior surf;ice ut the secondary tank to provide resi:~tance t(, corrosive envirunrTlo~ff~ .~uch as salt wat~:.r spray. (~.3,1 Tt~e total city tllicKnes$ st~all be a mlnim~m of 1/~~, inch.' 6.3.?_ All threaded openings and flenge.s shall I:)e prof,;tied during the Coating pr°~:ess. 6.3.3 The coating shall be applied only' when the work area and. the secondary s[eel tank are between the'lemPeratures of 32 ~,nd 103 degree~ F. 6,3.4 The standard color shall be desert sand. Pub. No. I'HK 150(, ~tho/n U.S.A., July 1998 CoFyri~h11998 C,n~taimamt $olutlo~, Inc. - A~I I~.i ,l~h[~ Reserw.,~l Sep 30 99 lO:OGa Mike ~SandS . ~. ' ?14-528-~873 7.0 FACTORY INSTALLED EQuIpMENT AND ACCESSORilES 7.1 Factory i;-~stalled ,equipment and accessuries are su:~ceptib~e to loosening during tran$il: due to vibratkm. This could result in minor le;;~ks at threaded connections. 7.2 At time o?' site installation and start-up, the installer or end user will be responsible for a visual inspectior~ and repair of loose or leaking connections, (NOTE" Do not attempt to retight;=-n all fittings b;~*.fore a fluid start-up test. Breaking the seal of the sealant during tightening could result in 7.3 To repair a loose or leaking threaded connection, di.~assemble the connectk~n, clean threads and reinsl:all fittings using the proper pipe sealant. (Ref, Gasola, Slue Block or Loctite {2 part. pipe seal:mt and primer}) :.: ,' *., I~l.0 MAINTENANCE 6.'1 Abovegmund tanks are subject to basic maintenance requi~=ments during the service' life. The tank vessel is subject to accidental damage, v;tndalism, and atmospheric degradation of I the coatil~§, · ' 8.;2 The tank ope~'ator should perform periodic vi:sual i~,~pectior,s to identify are;as of damage to the vess(~.l or the coating itself. Such damage should be repa red. 6,3 Periodic repainting of the surface will be require;d. The trequency of this maintenance /-- Procedure will be based upon the environm~;ntal factors in the geographic area where the "~ tank is Io~;ate(l. The operator is responsible fl)r the selection ~f the paint, surface preparation and coating application. Local codes may require th;~t the tank be relabled. 8.4 Proper sil.e, preparation is vital.to ensure proper draining of st,trace water (see paragraph 1.0 Tank Si[.=). Over time, settlement may occur which alters the effectiveness of the initial surface water drainage' provisions, Visual inspection o'" the vessel and surrounding foundatic:~ should identify any change in the drainage pail:em. Should ,~;tagnant surface water b(; discovered against',the surface of the ves.~;el, the ~nk operator should consult the installatic.n contractor. ' No. TNK 1509 I Ahoin U.S.A., Sept. 1998 Copyright 19;)8 Conb~!nment Sc~lutions~ Inc. - All Rights Reserved Sep 30 99 lO:05a ,Mike, Sands .. 714-528-6873 p.8 $.4 With ta~k depressmtzed, remove test piping, tempor.ary plugs, caps a~d seals. 3.5 Reinst;:~]l emergency relief vents, etC. If' ta~k is F. qUipped with an emergency vent long bolt manway, reassemble manway cover with long bolts suppli'~d by tank manufacturer as noted ·below. AN EMERGENCY'VENT tS. REQuIREI~()N'BOTI''t'THE PRIMARYTANK AND THE INTER~gTICE. 'WARNING: Remove ~ manway cover short b¢,~llls, and ~,aa$$emble manway cover with proper ~ize and ti;po of long bolt with a minimum unthreaded I~;tgth of 2 inches, so that when cover is~ fully raL,;.ed, t:here is .a 1,1i2 inch minimum sP, aJ:e .bet~,een manWay cover and frame. Failure to properl 1; assemble COver of a I°ng bolt rrlanwa'.i used l%r emergency venting may make vent inoperable, Catlsil'KJ ta~lk-failur~ b_y over. pressu~rizatiun. 3.6' In'stalla~ion of pUmps, dispensers and electrical wiring shall fOllow the applicable requirements ~' c-qde'..s and zoning ordinances. 4.0 T~.NKS 4.1 Install all pem~qent piping a~d. tr~tings usin.q .com[,atil~le tl'..p-~ad sealant materiaL. 4.2 All un~ ~ed tank openings mUst be property :sealed using tr~'eaded pipe plugs, flanges or caps using (-m~atil~le thread sealant material-· · 4.3 DO NOT WEED ON THE TANK, MODIFY, OR PENETR,;LTE THE TANK STRUCTLIRE IN 'ANY ~NAY- WIT~T* .THE--EXPRE~,.';-WRq:T:T-EN. I:~S~'ION OF THE TANK MANU: ;:ACTURER- i '" 5.0 LABELING; 5.'[~ Tanks ~;ha~ be-labele~ ~. ~ v/ith ~11 aPpli?,able o)~ les. 621 All'.ta~, ( aecessefies-shalt-be-kqstalte~t a,~. Fequi~t per ~)¢at co~es. Anti-siphon devices, overfill shut-off and alarms, vents, gauges, emeq]-~ncy v¢,r:ts, etc. are conlmon requirements for tan.:s' storing metor-fl~-th~ pU[laC~.cE.-I~ing-.dJsDg ~sed into motor vehicles. 6.:! Manu.: I liquid level gauges may require ~:djustm~nt bef~ 'e initial start-up and before each refuel; ~g of the tank: 6.3 Adjust nenl of liquid level gauge: 1) Vi :~ually inspect the moving Part,.: of the (.1;~uge thr~mgh tank top to ensure free full m, ,vement. Lf operation ~.ebstruc~ed, than g:-uge remoVal is needed. ~-... 2) R,' move gauge from titting, reali.gn the swin.] arm ~a:~d reinstall in fitting in ~he correct di~ _-_%--tien allowim~ fe~ lam~r operation ,3f the gauge. Sep 30 99 lO:05a Mike Sands ?I~-528-.G873 P.? ~-"* 2,0 TANK HANDLING Equip,'nent for handling the tank shall be of adeql. Jate size; to lift and set the tank. For some tank ~..!zes, a fork-lift may'be used for tank movement. DO NOT DROP OR DRAG THE TANK. 2.2 Tanks shall be carefully handled 'to pi*eyelet darn:)ge to tf-e tank coating. The use of nylon straps is preferred to prevent damage to the tank coating. When using cables or chains, tl~ey shall be padded, and of adequate length and size. 2.3It is the responsibility of the buyer to touch-up ;~nd repair any damage to the coating that occur.'-~ during transportation, installation or piping installatil)n. 2.4 THE ~;!~NEIR TANK MUST BE EMPTY BEFORE THE TAHK IS MOVED, 3.0 TESTING The followir'~,~ air pressure testing shall be perfor~ned ~t installation. InStall test pipin-q as shown in FiGure C~1. Temporarily plug, cap or seal off remaining tank openif~gs to hold pressure~ If tank is equipped With a long bolt manway 'for emergency ventin:t replace manway long bolts with short bolts; tigh't~;n securely and/or if equipped with stand;~rd emer.clency vents, remove* emer.qenc'.! vent-~, and cap opertings to hold tank press~, re as' required. ~--. 3.2 The.a.- pressure used for this testmu.,;t nc,t exce~d 3 psi,.:j (21 kpa)., Use a gauge wi~h a 0 to .... ~'. 15 psi!~ dial span.~ set pressure relief valve: in.test .air supply line at 3 psig. Do not leave'pressurized tank unattended. Do n¢,t sta~nd in frontof tank heads or f~tting.,~ when I:~'essurizing tank. 3.3 The ir. ~er tank shall be pressurizedto a m;aximurr. 3 psig ~ir pressure. 3.3.1 '/Vhil~.~ maintaining this'air pressure, the out,=,r tank =;hall be tested to a ma~dmum 3 psi in the interstitial space. Pressurize the interstice With air from the primary tank to avoid overpressurization of the interstice, i~JOTE; The inner tank will drop in I;ressure when the interstitial space is pres.surized, ',)ut ,,;hould hold steady at the. lower pres~ure. If ':est pressure drops below 3 psig, ,:los(.~ off the air sUpply to the a~mular spac(:. Ther~ reconnect the air supply line to the :~rimary tank and increase the [)ressure to :~nn~lar space per these instructions. 3.3.2.~ll visible seams and .welds are to b~ cow;red with ;~ leak testin_q solution or equivalent material for the detection of leat;s. Hold te:st pres,.,~, re. in interstitial space for one hour . ~inimum. A steady drop in g;~uge pressure, or ~ stream of bubbles indicates there 't~ay be a leak in the interstitial 3.3.3. *f any leaks are detected, nOtify the lank m;~nufactt~r_=r. If no leaks are found, testing of WARNING: T° AVOID DAI~AGE =TO THEi TANK, d~ not ar~Y air pressure to 'the interstitial space bet~,een the walls ora double walll tan k witlh,~ut air t;ressure in the primary tank. Do n~:~'t apply ;~ir plressure to the interstitial space th;~t is hiflher than the air pressure in the pl'iman/tar, k. ,2 1/2' i_ 15'-8' 7'-1 1' --1" T f , rJ--I-.J. .... ,.L, .L .,,J. I i I ~ I ~ ~/~ l! HILTI KWIK BOLT I I I ' ' I~WI4~/4'EMB~O 12'-1o' 2'-11o'6'-11" ] .I ~ (2 BOLTS ~. -',r'~-I 3'-4'13'-4" f 3'-4'1 ~= Z L. ,.' 8'-6' .' I. 'r-- " ;' *~I~::l ' , IT TT SEE'SUPPORT "' /I I I I I I I '1 I _.. . ' _ ,~.. ~ --L ". o,,,. I 1 i I ' ' I ' - i · ' ~ ~ · ',. .. .' I 1 o'- o' I !- - ! _ - -- ' EDGE DETAIL FRONT VIEW SIDE VIEW. // · r:g .'"...:d. ':. "i' 3/4'e HILTI KWIK BOLT II SUPPORT DETAIL {a TOT, :~ F..~. SIDE) 1~'. ~ _ ~/ ~'.'~',.' '~o'~',~ '.,."~ FO, ~ UNE -- ..C..O..~4ECbL~ FOOTING DETAIL WHERE LOCAL AGENCIES REQUIREMENTS ARE MORE STRENGENT, THE FOOTING DEPTH MAY BE INCREASED WITH NO CHANGE IN AREA OF STEEL. BE MAINTNNED. //' T~'_ : ,~C,.,NT,,.,NMENT-"% r J~H~.~I ./~_~ SOLUTIONS · J~ tJ ~ A ~ COI.,rPA~ 1. TANK DESIGN BY OTHERS ENGIN~EERINC ~5,000 GAL, SINGLE 4' VALL' 2. USE CARBON STEEL HILTI VAULT TANK (S~/SNVT4) I'~VIK BOLT II OR EQUN.. ~'W~l[ ~le,. ~,x i,~ 3. N..L .STEEL A-36 OR EQUAL~ N.T.S, 11/3/98 E-O 4. ZONE 4, SEISMIC DESIGN - 130 MPH WIND, EXPOSURE O =am ~,m' 5. I == 1.5 SEISMIC N.9, R,G,N. 6. 0 -~ 1,000 PSF MIN 7. f'¢ = 2,000 PSI 8. REINFORCING 5'TEEI., Fy = 60,000 PSI IdlN ['rills o;xm~c Is mE: P~ OF'.I~.,,/._~IGEIJZ~ [ A,NO MAY NOT BF' REPRQDUCm NOR ITS ~ USrn 9. C£N'Tlc'~ TANK ON FOOTING ~,~IN ANY FORM PERMIb'~ION DEC, 10 ~99 09:05 FR CONTAINMENTSOLUTIONS661 399 3489 TO 5888092 ~P.0J~08  KCJ Engineering lnc; 25431 Cabot, Suite 109 Client: Laguna Hills, Cal 92653-5526 Project: Tel (949) 380-8186 Date: (949t 588- 6 ·Tank Designed by Others · See Containment Drawing · These calculations are for the foundation only · Use Zone 4 Seismic · Use 130 MpH Basic Wind Speed, Exposure D · Soil Pressure, O = psf · Minimum Concrete Strength to be greater then or equal to fc A ~ psi · Minimum Rebar Strength to be greater then or equal to Fy · 60,000 psi · All Steel to be A36 or Equal, UNO · Use 1997 Uniform Building Code General Tank Dimensions . H Total Tank Height · in. W Total Tank Width ~in. L Total Tank Length in. H' Height to Vertical Centroid . · in. x Distance between skids c/c in. il3. x' Dist. From edge of tank to 1st skid # Skids LoadinQ General Tank Wei,qht Tank Size ~ Gal. Empty Tank Weight / lbs. Full Tank Weight (by Hoover) lbs. (Estimated from Calculation) 55696.67 lbs. Program bY KCJ Engineering, version: 719/98 All Highlighted Cells are Manually Filled 5000 gal vault tank SW5MV'F4 ~ 1 of 6 Received Time Dec,lO, 9'42AM DEC 10 '99 09:05 FR CONTAINMENT SOLUTIONS661 599 3489 TO 5888092 P.04708  KCJ Engineering Inc. Fax (949) 588-1664 Wind ~ 130. MPH Basic Wind Speed, Exposure D C, From Table 16-G 1.39 Cq From Table 16-H .1.4 qs From Table 16-F 43.3 lbs. Iw From Table 16-K 1.15 lbs. P = Ca*Cq*qs*lw ' 96.90107 psf A Largest Tank Area =H*L 108.~11 fi2 Vw Horizontal Force From Wind . =P*A 10.50031 kips MOT.W Moment Ove~uming from Wind =Vw.~ 435.7628 in~ips M~-Em~ MOment Resisting Empty =0.66~t.~/2 596.5905 in~ips Note: No Moment Ove~uming 'Restraint Required · SeiSmic Zone 4 ap From Table 16~O C~ From Table 16-Q (max value shown) 0.44 Ip · From Table 16-K 1.5 Rp From Table' 16-O ' 3 Hx =0 (Tank is on Ground) 0 H~ =0 (Tank is on Ground) 0 .Wp From Full Tank Weight Above 59030 lbs. Fp = (ap*Ca * Ip/Rp) *(1+ 3' Hx/H~) *Wp 12.9866 kips Fp MIN =0.7 *Ca*l,*W~ 27.27186 kips F~' MAX = 4 *C, * I, * Wp 155.8392 kips Fp That is used for design in this program 27.27186 MOT. P Moment Overturning from Seismic =Fp.H. 1131.782 in*kips M~.~, Moment Resisting Full. =0.66~/V~*W/2 1850.591 in*kips Note: No Moment Overturning Restraint Required Summaw Max. Total Vertical Load 59.03 kips Max. Total H°rizontal Load 27.27186 kips Max Total Overturning Restraint Required 0 in*kips 5000 gal vault tank SW5MVT4 -2 of 6 Received Time Dec,].O,'.9 42AM' DEC 10 '99 09:03 FR CONTAINMENT SOLUTIONS661 599 5489 TO 5888092 P.05×08  KC~ Engineering Inc. 25431 Cabot, Suite 109 Client: ' Laguna Hills, Ca. 92653-5526 Project: Tel (949) 380-8186 Date: Fax~ (949)' 588-1664 Overturnin.q Restraint Type of Bolt: Number of Bolts Per Side ~ Allowable Tension From Manufacturer's Manual B kips Allowable Shear From Manufacturer's Manual I~ips Horizontal Spacing Use Tank Width (conservative) 95 i~n · Act'ual is Tank Width + 4" ~ Assume Overturning OCCUrs at Anchor Bolts Case I -Wind Load Tw Net OT Moment from Wind/Spacing 0 kips · Interaction (VwNa) + (Tw/Ta)m 0,142498 <1 -OK Case 2 - Seismic· ,~ Tp Net OT Moment from Seismic/Spacing 0 kips Interaction. (F~,/Va)~ + (Tp/Ta)'~ 0.6993 <1 - OK 5000 gal vault tank SW5MVT4' 3 of 6 Received Time'iDec.10, 9"42AM , DEC 10 ~99 09:04 FR CONTAINMENT.SOLUTIONS661 399 5489 TO 5888092 P.06×08  KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Laguna Hills, Ca. 92653'5526 Project: Tel (949) 380-8186 Date: Fax (949) 588-1664 Footina Design General Info: Oa,ow Allowable Soil Pressure 1,000 psf Q'a~ Allowable Soil Pressure for wind or seismic 1330 psf f'c Nominal Concrete Compressive Strength 2000 psi Fy Rebar Yield Strength . 60000 psi w Footing· Width .~ ft. I Footing Length ~-ft. t Footing Thickness !in. LL Live 'Load' p.sf p Max. Total Vertical LOad ' 59.03 kips H Max. Total HoriZontal Load 27.27186 kips M Max Total OverTurning Load . 1131.782 in,kips Normal Loading QNOM Pl(w*l) + Slab Weight + LL 527.4179 psf 527.4179 < 1,000 OK Earthquake/Wind Loading e eccentricity = M/P 19.173 in ek kern distance = wi6. 20 in 19.173· < 20 e<wl6 Slab to be Designed within Kern Area Qmax wk~th =QNOM+6*MI(I*w^2) .865.2633 psf 865.2633 <. 1330 OK Qr~x~ =QNOM+6'MI(W*p2) 729.1167 psf 729.1167 · ~ 1330 OK 5000 gal vault tank SW5MV~'4 4 of 6 Received Ti:me De.c..lO, 9'42AM DEC 10 '99~09:04 FR CONTAINMENT SOLUTIONS661 399 3489 TO 5888092 P.07/08  KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Laguna Hills, Ca. 92653-5526 . Project: Tel (949) 380-8186 Date: Fax (949) 588-1664 Check the Thickness For Two-Way Shear b Skid Width (C6x8.2) 6 in. bo Perimeter of Skid = 2*b + 2*VV 202 in. Va Max Shear (P l # Skids) 14.7575 kips I~c Long side/Short side of Skid 15.83333 COs .. Constant ~ : ~ ,,. 40 Case 1 d~ =V, I ~*(2+4/J~c)(f'c)^O.5*bo 0~853173 in. 0.853173 < 9 OK Case 2 'dr~ =Vul ~'((zs*d/bo+2)(f'c)^O.5*bo 0.508142 in. - 0.508142 _< g OK. Case 3 I dr~q. =Vul ~*4*(f'c)^O.5*b0· 0.480471 in. 0.480471 ~ 9 OK Check the' Thickness For One-Way Shear Width V. Max Shear (Qmax~ *w * (I-L/2)) 3.949382 kips 'd~ =Vu/~*(f'c)^O.5'W*d 0.096199 in 0.096199 _< 9 OK Length· Vu Max Shear(Qm~xw~ *1' (w-WI2)) 15.09704 kips d,~ =V,/~*(f'c)^O.5*l*d 0.219543 in 0.219543 _< 9 OK ' 5000 gal vault tank sw5MVT4 5.of 6 " Receive. d Time Dec,lO, 9'42AM DEC 10 ~99 09:05 FR CONTAINMENT'SOLUTIONS661 399 3489 TO 588809~ P.08~08 KCJ Engineering Inc. 25431 Cabot, Suite 109 Client: Laguna Hills, Ca. 92653-5526 Project: Tel (949) 380-8186 Date: Fax (949) 588-1664 Rebar Calculations Runs along the width. Mmax + Cantilever:. Qmax width * ((w-VV)/2)"2/2 5.633225 in*kips I per f. As + M*1.5 / (0.9 * Fy*jd) 0.019318 in^21 per ft. Runs along the length Mmax + Cantilever;. QmaX'width * ((i-L)12)^2/2 59.13534 in*kips I per ft. As + M'1.5 ! (0,9 * Fy*id) 0.202796 in^21 per ft. Mmax + Span between Skids: Qmax width * (x)^2 I11 10.48804 in*kips I per ft. As + M*1.51 (0:9 *.Fy*jd), 0.035967 in^2 1 per ft. Mmax - Qmax width *.(x)~2/9 12.81872 in*kips I per ft. dneg depth to negative reinforcement ' ' ~ i~ As - M'1.51 (0.9 "Fy*jd.~) 0.04396 in^21 per ft. As rain · =0.0018*b't (per ACI sec. 10.5.3 & %;12.2) 0.2592 in^2 1 per ft. Lateral Restraint Depth Below Ground (12" rain for Freeze/Thaw) ~ in. QLS Allowable Lateral Sliding Resistance 130 psf QLB Allowable Lateral Bearing 100 psf/ft depth A Slab Area = w, I - 167.5 ft^2 · A~min Short Side Area = w'DePth 0 fi^2 ,~max Long Side Area = I'Depth 0 ft^3 Lateral Resistance. =1.33*(QLs*(A+2*,,~)+QLa*Am~ 28.96075 kips 1/2 Full Tank VVt. (use if less Ihen Calculated Lateral Resistance) 42.0775 kips 29.0 > 27.3 OK Footing Summary. - OK - All Cells Report OK Largest Required As + .- d= 9 0.26 in^21 per ft. 0.19 EQ Largest Required As - dneg= 9 0.26 in^2 1 per ft. 0.19 EQ 5000 gal vault tank SW5MV'I'4 '~,O'~, 'DI P-~d_T-i'C~ ~J ,.% Received Time D'ec,10, 9':42AM ~. *~-TOTAL'.PAGE..08~* ' * * *' Transmission Result Rep0rt(MemoryTX) ( Dec,lO, 1999 lO:18AM) * * * File Pase ,No, Mode Destination. Ps(s) Result Not Sent 7503 Memory TX MiKE ALEXANDER STIER P. 8 OK Reason for error E. 1) Hang up or I i ne fai I E.2) Busy E.3) No answer E.4) No fmcs imm le connection Fax Cover Company : GWS Automotive Equipment Company : ~1~ ~.~ Fax Number: Fax Number: (661) 588-8092 Fax Cover To: ~.~L,(L ~-~C~¢~___..4~ From' Kellely Nilson Company · ~~..~ Company · GWS Automotive Equipment · Fax Number' Fax Number' (661) 588-8092 Pages including cover page: Date · \~- ~.(,_~1~ Time· WinFax PRO Cover Page