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HomeMy WebLinkAboutABOVEGROUND TANK #1 10/27/1999 9CT-26-99 01:36 PM J. . SANITATION 3227S03 "I U al\£ ....\,i 11 J \ F'.IIi:IZ 10(;: , ;;:0. ~ CITY OF BAKERSFIE14D OFFICE OF ENVIRONMENTAL SERVICES 1715 CbesterA ve., Bakersneld, CA (80S) 326-3979 Ar~PUCAnON TO INSTALL AND/OR REMOVE ABOVE GROUND STOR.~GI TÂ-~S) ~n conformity witb ploviùon.~ ofpertìDent ordinances. codes ~or re¡W~tioøs. pènnislÌon is hereby sruted to; C r!:l (II' f34l<1/2S AW\ (s/,'U'1I ú/4.I7J ) Name o(Compuy 4-101 TrIof~t.;7 '~ &I<~".~ G" t¿. 0 f3~()' Addtes., to cfi~play. store. install. \lie, operate. .~ or hJn4le materials or process irlvoJvin& or crQtla¡ con~itionl deemed hu.ardouø to lito or property as toUows: ~-.%1'4~~ift/t?-:J:~tJjiP'j,: ~ ¡¿.4 Ii ~L~ ~ subject to tho ptovisiona u¡j¡or IimitatiolU &I provided. Violation of pørtinent ordiDaÐc;~ codes and/or regulations sbal1 void this permit. ~sslJec1..2_ - .rúed /Ô-~7-9"7 . . Date /-It. I ð 4tf1;~. ;{bt~ ¡t!¡/Sk " Appütam Nune ( . .) 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" , ~FAIR "- .. . - :> .' "~J FMð~' Mo Ft!'\'. ," :' FL~ , . ~ b.-.s; .' .' :. :. '..~ ~. ..... '. .... '.' "':.' -. ---'..ja' . ~ïe"h4~~:..~:.,. ~..~ ~"-:--I~'- ,.' -. -' .'- ,," '. ~ 1af:'~ ., ¡ ..~..-: ..:.~ .;' - , : ,. . -. .' .. '.. .. I . .. .. ~:I'" . ~k:~' :..-. ,,:;" . .. '. . ;¡ I I I I I I 1 ."( -.... '",'~.. ' ;. ,., ., .!". J '.. _. .- . . ~! .. ", ~'. , t .......- '-1.. ., " '-- -..:..... . , .. , '. -:;',.:" ~! ~.J...I::;¡(j. . ~ .,'~ :.,,:." .. :40·...: ',. -. .~{ . . ~ .,>', E C P ENVIRONMENTAL COMPLIANCE PRODUCTS 8907 Warner Avenue, Suite 122 Huntington Beach, California 92647 (7/4) 847-4474 . (800) 643-7065 (7/4) 847-7554 Fax "¡ ~~ :_-,c: .' ¡..., \.' ~.i~. ;:0,....' August 18, 1999 Bakersfield Public Works Department 4101 Truxtun Avenue Bakersfield, CA 93309 Tel# 661-326-3136 Fax#- 661-322-7503 ..... \~.:' þ ~~ .~~: '- . ,. ¡'oj Attention: Howard Morris, Solid Waste Superintendent Re: Haz-Mat Storage Building Per our conversation, to follow is a proposal on our Portable Hazardous Material Storage Units. Thank you for the opportunity of JIK~ûng you 1his quote. If you have any questÎODS, please give me a call. , . Sincerely, 416U Jeff Van Valkenburgh President Environmental Compliance Products, IDe. t . f},. , -/ , , /, '. .. BUILDINGS ARE DESIGNED FOR THE STORAGE OF CORROSIVE, FLAMMABLE, AND COMBUSTIBLE UQUlDS. WELDED STEEL CONSTRUCTION AND SECONDARY CONTAINMENT, GRATED FLOOR. VENTS, STATIC GROUND, DRAIN, FULL OPENING DOORS FOR PALLET LOADING, FORKLIFT POCKETS, GROUNDING LUGS ARE STANDARD. BUILDINGS ARE FACTORY MUTUAL APPROVED. · QUANTITY DESCRIPTION UNIT PRICE TOTAL PRICE I EACH MODEL #20 HAl-MAT STORAGE BUllDING 20'8" X 5'6" X 8'8" ( L-W-H) 509 MINIMUM GALLON SPILL CONTAINMENT 4 FULL OPENING DOORS 56"'X 86" (W-H) WITII 3 PT. LOCKS DOOR. WEATHER. SEALS NFPA SIGNS AIR. TURBINE VENTILATOR S 7,650,00 S 7,650,00 =- SUBTOTAL S 7,650.00 SALES TAX: @ 7.25% FREIGHT & OFF-LOADING WITH OUR. FORKLIFT: S 554.63 S 550.00 TOTAL DELIVERD PRICE (INCLtJDING OR-LOADING) S1,754.63 TERMS: 1% 10, NET 30 DAYS DELIVERY: 4 TO 7 WEEKS · MODEL #20 SPtCIFICATIONS '. 1. FM Approved, to meet FMRC Class 6049 (NFPA 30). 2. Must comply with Federal, State, and Local regulatory laws~ 3. Dim~nsions: 37-55 gallon drum capacity (double level) 22-55 gallon drum capacity (single level) Double stacking capabilities (FM Approved) 20'8"x 5'6"x 8'8" (L-W-H) 56" wide x 86" high (door opening) 4 Doors 4 . All materials must be new, unused, non-commercial grade ASTM A570 and commercial grades ASTM A500, ASTM A569 and ASTM A36 steel. '- 5. Single walled, 12 gauge steel with welded joints. Sump built of 10 gauge steel. - 6. Chemical resistive coating consists of 5 mils DFT Epoxy inside, with 5 mils DFT Polyurethane outside. 7. Spark arrested double screen vents are standard gravity vents. UL Listed fusible link dampers for inside storage. 8. Internal spill containment should have 590 gallon minimum. 9. Static ground connection on all units. 10. Spill containmen( drain on all units must be a minimum of 4" above ground to allow drainage. Overflow not accepted. 11. Full opening doors for pallet loading and accessibility; must be a minimum of 56" wide each (4 doors for a total - of 224"). 12. Non-spark grate flooring. 13. Unit must be designed to be portable by forklift, with a front and rear loading capacity; must have forklift pockets. 14. Seismic tie down holes that are 3/4" diameter. 15. All units must: have 3/8" grounding lugs, set at 30" high (8 lugs). 16. TEN - year warranty on structural. 17. ONE - year warranty on coating. 18. Air turbine ventilator ( 680 cfm =~ General Notes -::---, - CONCRETE SLAB IS NOT PROVIDED .' SPECIFICATIONS' TYPICAL SPEC InCA TIONS ARE fOR PLANNING PURPOSES DNL Y. C[)Nf'ER VITH AUTHORITY HAVING JURISDICTION f'DR APPROVAL NOTE 11 ST A TE Gnd LOCAL BUILDING CODE, «and "AUTHORITY HAVING JURISDICTION", REQUIREMENTS MAY VARY IN MATERIAL DETAIL f'ROM THIS IRAVING, Gnd ACCORDINGLY, NO VARRANTY OR (iUARANTEE Df' ANY KIND IS MAl£. NOTE 20 CONCRETE PAD MUST BE LEVEL NOTE 30 TVYP. CONCRETE SLAB SKNN ./ CONCRETE SLAB I' LARGER THAN ILDG. AROJND PERIMETER .1 2 TYP. IXDS 8' VIDE .1 CONCRETE SLAB f'DR ICJVEABLE LOADING RAMPS PROVIDED NOTE 41 HAl-MAT CDNTAINHENT'S RECDHHENDED BUIlDING f'DUNDATION IS AS f'ILLOVS, CONCRETE PAD - - 6' REINf'ORCED CDNCRETE PAD VITH PIER POINT UNDER SEISMIC Ht1..D-DO\INS (4 Pks.), - CONCRETE 3.000 PSI¡ REINf'DRCED VITH 14 REBAR 12' o.c. a1TH VAYS, AND MAX. 3.5' F1U4 CONCRETE PERIMETER EDGE. NOTE 50 INSTALL ANOÐR JILTS KTER·· BUIlDING IS SET IN PLACE. SEISMIC BRACKETS ARE PROVIDED BY BLDG. Hf'G'> LDCATUIt ON ILlIG. MAY VARY SLIGHTLY, NOTE 6- SEISMIC BRACKET CENTER POINT MAY VMY SLIGHTLY, SEE OUTLINE DRA\lING F1R APPROXIMATE LDCA nON. NOTE 7. SEISMIC ANCHOR 4 Ptcs. APPROVED ANCKJR 10... T 3/4' Ik. IN 718' DIG. ..u...E ./PŒ.. Y ALL PAC 24 DR APPROVED EQUAL, w/MIN. 4" EMBEDMENT. NOTE 81 SEISMIC CONTROLS ANCHOR D~GNomD ~SJfr~If'f ( L )V AS ACOR Of' 2 AGAINST OVERTURNING. ANO«JRS ADEQUATE fOR S~AR. IIESD TYPICAL CONCRETE SLAB IMi. HIJ.o 'ENG'GEN'a»«:RETE REV. 04 III\TÐ JULY I, 1"8 ICJT m ICo4IL£ 1...J_.. ,'..' <.' ------- ... ~ - :~ l'\ ../' ~~ ~# A~ ~~ ~~~ ~ - FI .... ~I'-';" PLAN VIE" DETAIL - B TYP. 'BUILDING FOUNDATION. CONCRETE SLAB MUST BE LEVEL <SLOPE VILL REDUCE SECONDARY CONTAINMENT CAPACITY) and MAY RACK THE BLDG,) REINfORCED 6' CONCRETE SLAB SIZED TO I' GREATER LxV THAN fOOTPRINT Of' THE BUILDING. --- TYP, HAZ-MAT CONTAINMENT BUILDING REBAR, TH VAYS CONCRETE EDGE ~TYP' ANCHOR, 4 Plcs., APPROVED, 3/4' THREADED IN 71'9' DIG HOLE w/PDL Y ALL PAC 24 DR APPROVED EQUAL, w/Hln. 4' EMBEDMENT TYP. 14 ., ~L 16, J SEE NOTES ANCHOR DOLT PIcM't. Gnd CONCRETE DETAIL PLAN VIE" LL ..11 :-- :-- + + t + + + + + + + + + + + + + + + + + + ++ ++++++++ + + + + + CbMP'ACrrn + + + + + + +SUBGRADr'T + + + + + + + + ~- OF + + .. . . -1'-3'- SEE DEl AIL - A and B TYP, ANCHOR BOL T PLACEMENT, 4 Pies, INSTALL ANCHOR BOLTS ArTER BUILDING IS SET ~~xg IXIINEAS (( I VE CONFIDENTIAL &. COMPANY SENSITI SIDE ELEVATION