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HomeMy WebLinkAboutUNDERGROUND TANK (1999) " ~~ ~'~ Gro~und~water Scientists- Environmental Consultants UNDERGROUND STORAGE TANK REMOVAL SAN JOAQUIN COMMUNITY HOSPITAL 2615 EYE STREET BAKERSFIELD, CALIFORNIA Presented to: San Joaquin Community Hospital Mr. Bob Easterday 2615 Eye Street Bakersfield, California 93301 and Mr. Steve Underwood City of Bakersfield Fire Department Office of Environmental Services 1715 Chester Avenue Bakersfield, California 93301 Presented by: AquaGeosciences, Inc. February 18, 1999 .... R.G. #4779 Principal Hydrogeologist Registration Expires 11/31/00 6851 McDivitt Drive, Suite D · Bakersfield, California 93313 (661) 836-8100 · (800) 301-4244 · FAX (661) 836-8800. E-Mail: aquageo @ lightspeed.net TABLE OF CONTENTS 1.0 INTRODUCTION 1 2.0 GEOLOGY and HYDROGEOLOGY 1 3.0 UST REMOVAL METHODS AND PROCEDURES 1 4.0 PRELIMINARY ASSESSMENT 2 5.0 CONCLUSIONS & RECOMMENDATIONS 2' 6.0 LIMITATIONS 3 EXHIBITS 1 Site Plot Plan APPENDICES A UST/Rinseate and Disposal Documentation B Analytical Results and Chain of Custody Documents 1.0 INTRODUCTION AquaGeosciences, Inc. (AGI) was retained by San Joaquin Community Hospital to excavate and remove one(l) 3,000 gallon diesel underground storage tank located at 2615 Eye Street in the City of Bakersfield, California (Exhibit 1). The tank was constructed of single wall steel and was installed in 1982. The diesel tank was located on the east side of the facility, adjacent to the maternity complex (Exhibit 1). The UST removal procedures were performed in accordance with City Of Bakersfield Fire' Department-Office of Environmental Services requirements under Permit BR-0246. All UST removal operations and soil sampling procedures were performed under the direct supervision of Mr. Steve Underwood Bakersfield Fire Department-Office of Environmental Services. 2.0 GEOLOGY & HYDROGEOLOGY Information presented on the Geologic Map of California describes the site area as located on Recent Alluvial Fan Deposits of the Great Valley. These are described as, "sediments deposited from streams emerging from highlands surrounding the Great Valley." The local area consists of a thin silty sand at the surface underlain by sequences of loose, medium-to-coarse grained sands, gravelly sands and silts. Isolated clay lenses are also present in some areas.. In general, the sediments observed were quartz rich and micaceous, reflecting the granitic source area in the nearby Sierra Nevada Mountains. A map published by the Kern County Water Agency entitled Improvement District No. 4 Report of Water Conditions February 1997 indicates that. groundwater beneath the site occurs at approximately 150 feet below grade. 3.0 UST REMOVAL METHODS AND PROCEDURES AGI removed the UST on December 9, 1998. The tank was exposed, steam cleaned,, and triple-rinsed under the supervision of AGI personnel prior to removal. Approximately 50 gallons of liquid rinseate was generated during the cleaning and rinsing procedures. The rinseate was extracted using a vacuum truck and transported under a Non-RCRA Uniform Hazardous Waste Manifest to the Oil Conservation Service Inc. facility at 3256 N. Marks Avenue in Fresno, California (Appendix A). Prior to removal the Lower Explosive Limit (LEL) in each tank was reduced to 0% as a result of the cleaning, rinsing and dry icing operations. The tank was subsequently removed, loaded onto a truck, and transported to Golden State Metals, Inc. located 2000 East Brundage Lane in Bakersfield, California for destruction and recycling. Copies of the Uniform Waste Manifest, Underground Storage Tank Disposition Tracking Records are included in Appendix A. Upon removal no holes were observed in the tank and silty\sandy soils were noted at 2-6 feet below the tank. 4.0 PRELIMINARY ASSESSMENT AGI personnel collected two (2) soil samples denoted 2-A and 6-A, respectively from beneath the diesel tank. Sample 2-A and 6-A were collected at a depth of 2 feet and 6 feet below the center of the tank, respectively. All soil samples were collected in accordance with City Of Bakersfield requirements. The soil samples were retrieved using a hand auger and slide hammer. The samples were collected with the slide hammer by driving a brass sleeve into the soil to 'be sampled. The sleeves were then capped, sealed, labeled in accordance with EPA protocols, recorded on a Chain-of-Custody document, stored in an iced cooler at 4° centigrade and transported to Halcyon Laboratories, a California certified laboratory. Sample locations are depicted on Exhibit 1. The diesel tank samples were submitted to Halcyon 'Laboratories. (California Department of Health Certification #1920) for analysis of Total Petroleum Hydrocarbons as diesel (TPHd) using EPA Method 8015M, BTEX, and MTBE using EPA Method 8015 / DHS Luft Method and 8020, respectively. Laboratory results for the samples collected following the UST removals are tabulated in Table 1. Copies of the laboratorY report and Chain-of-Custody documents are attached as Appendix B. Hydrocarbons were not detected in sample 2-A and small amounts of hydrocarbons were detected in sample 6-A. TABLE 1 ANALYTICAL RESULTS San Joaquin Community Hospital December 16, 1998 Sample ID: Benzene Toluene Eth¥1benzene X¥1enes TPH9 TPHd MTBE 2-A ND ND ND ND NA ND ND 6-A ND 0.1 0.039 0.077 NA ND ND Results listed in milligram per kilogram (mg/kg) = parts per million (ppm) Detection Limits: BTEX - 0.005 mg/kg; TPH - 0.5 mg/kg, TRPH 50 mg/kg ND' Not Detected NA = Not Analyzed 5.0 CONCLUSIONS & RECOMMENDATIONS Based on the analytical results of the soil sampling and the noted condition of the tank and piping observed at the time of removal; AGI's opinion is that no · further subsurface investigation is necessarY. 6.0 LIMITATIONS AGI performed these procedures in accordance with the generally accepted standards of care which exist in California at this time. It should be recognized that definition and evaluation of geologic conditions is a difficult and inexact science. Judgments leading to conclusions and recommendations are generally made with limited knowledge of subsurface conditions present. No warranty, expressed or implied, is made. EXHIBIT 1 Site Plot Plan  27th STREET EQUIPMENT YARD PROPERTY LINE w/6' HIGH CHAIN N sl LINK FENCE STAFF PARKING OFFICE EL ~z~ RAGE ~, ANK EXISTING 2A -- GENERATOR MAIN 6A HOSPITAL ~. IOPERTY LINE t I PROPERTY LINE [~ZI --SHOP I ER 26th STREET xWO~K AREA ;"-~;"-"~'~°~'~"-"'~' ~"'~' San Joaquin Community Hospital Exhibit 6851 McDivitt Dr. Ste. D 261 5 Eye Street Bakersfield, California 93313 ] Telephone: (805) 836-8100 Bakersfield,CA 93301 Fax: (805) 836-8800 APPENDIX A UST/Rinseate Disposal Documentation CONSERVATION SERVICE INC. L'".i'-~ .~.~.' .:: NVIRONMENTAL SERVICES CONSERVATION N, MARKS AVE. THRU FRESNO, CA 93722-4919 RECYCLING (209) 485-5495 FAX (209) 485-5497 ENVIRONMENTAL PROTECTION AGENCY I.D. NO. CAD 980 673 842 DEPT. OF HEALTH SERVICES HAZARDOUS WASTE HAULER REG. NO. 1943 TANK TEST CERTIFICATION Date: ~.-"~/~ :,""/d,,~' ........ . ~ Job No.: Tank No.: Tank Size: Prod. Unl. Gas l-'l Manifest No.: (-~ ~ - ""] .:.~i- ' (-j ~ Invoice No.: ~:~ II -~. ~ Held: Lead Gas [] Diesel [~" Waste Oil [] EPA ID No.: (~ ~. I'"' (-:,.),/_'2,.: _~, I~ (': (J. ~. Other " (", ...... , ~ /,~1~ ...?_., ,r,.1' Phone: '!'. .;.' L~. Generator: r,.,, '2= ,? ,~0~.. ,. ~ . . . ~ddress: ~) (£')'"' C.,,"l:.~'.'i ~' ~(-...-(- City: !"~,'"i{~ .,,~,'l ,- ('~'. ..... ' Zip: ('"' i :,.._.,'~.';~"'- l"'- ' " Client: ;-!,'7 .', ', /'""r-. :.,'... .... , ~., '~'"T ,' ,., Phone: ' ' ._.,(.~ "' " ' :"' 'f;' ~"", City: ~'r~.!~.~ . ' Address: '(: '- .~ :'~';~' :. ~ ,: ~ r Test No. 1 Time: ¢; ;, i ~ LEL: '~' % Initial: "· -. '. ' ... Test No. __2__ Time: '~ ' ~', LEL: ',-'~',--" % Initial: ~.,- ',.'~ ~ .... " . ~.,~,_ Test No. 3 Time: % ' (ii ,,..~ LEL: ~ % Initial: '~I \ \ . -. Test No. 4 Time: LEL: % Initial: Test No. 5 Time: LEL: % Initial: O.C.S. Inc. certifies that at the time that this tank was tested by us it was free of flamrr~able vapors. It may not remain vapor free. Treat this container with extreme caution, it may contain explosive gases. DO NOT EXPOSE THIS CONTAINER TO FLAMES, SPARKS OR EXCESSIVE HEAT. DO NOT CUT OR WELD ON THIS TANK. / Generator's Signature: ~""'~..'~.~,! /:'.~-.,.,-. ;ontract0r's Signature: County o~: County Inspector's Signature: WASTE MANIFEST ~']~)q) 7 ~ "~ ~ 8 CD ~ J j,,~ oF I ,~o,~,,~,F~,~ll~.x S~ Joaquin Co~ Hospital ~-,:'~:~,~..~ ,-'~-~z~ 2615 Eye Street, Bakersfield CA. 93301 .... u:z:.:' -'?'.:. 5. T .... porter 1 Company Name 6. US EPA lO Number 0iz onservation I .... ?. 7. Transporter 2 Company Name 8. US EPA ID Number 'E~:S~ Tr~D-~~~~ 3256 N MARKS AVE, FRESNO CA 93722 ~tsl~t~'::r;t~'l~=r'~m~m~, h US DOT Descrlp6on (including Proper Shipping Name, Hazard Class, and ID Number} 1No.2. ContalnerSType jJ IouamiW3. Total lwt/VoJ4, Unit J'~~ ~on RCRA Hazardous Waste Liquid, No Placards Required OO] T~ c. ~m, 15. ~ecial Hpndling Instructions and Additional In~ormotlon lnvozce~ '., ~e~ge~ ~esgonse contact :' ~ 11~2 24 ~rs Wear gloves & goggles " ~n Hartshorn (209)764-6243 16. GENERATOR'S CERTIFICATION: hereby dec are hot thecontentso~th s conslgnmenlarefuJJyandaccurateJy~r~abovebypropershipping name an~ cre cJ:ssi~ied, pac~ed, marked, and labeled, and are in ali respects in proper condition Jar Ironspo~.~y hlghwa~ according to applicable interna6cna an~ naliona/government regular I~ I am a arge quant ~ genera or, certi~ that I have a program in place to reduce the volume and toxici~ o~ waste generated to Ihe degree I have dete~m~ne~ to be ec0nomiccJ~ roclicable and Ihat I have selected the proc cable method oF treatment, storage or d sposo curren ly ava ab e o me whlcR minimizes the present and ~ure threat to human ~nd the environment; OR, if l am a small quanli~ generator, I have made a go~d Jai~minimlze my waste gener~'tbn and seled the best waste m:nagement melhod Jha~ available to me and that I can afford.-- ~ . , - ' PrLnted/Type~ame / JSignature/~... ~ J ~n~h , 17. Transporter 1 Acknowledgement oJ Receipt o[ Materials ~ J~ . J J ~Y~ Pri ,d/Typ,d Name ~ bna~ X /~-.' ~o~t~ Da~ 18. Transporter 2 Ac ed~ 'p ' ~ ~ 19. Discrepancy Indication Space 20. Facili~ ~ner or Operator Certification o~ receipt of hazardous materials covered by this monifesl except as noted in Item 1 }. , i ~ Prlnted/TypedName lslgna~re DO NOT WRITE BELOW THIS LINE. Blue: GENERATOR SENDS '[HIS COPY TO DTSC WITHIN 30 (~AYS DTSC 8022A (4/97) To: P.O. B~, 400 Sacramento, CA 9.~:.12-0-'00 EPA 8700---22 1U IU? GOLDEN STATE METALS, INC. TANK DISPOSAL FORM Bakersfield, California 93387 ,19 Phone (805) 327-3559 · Fax (805) 327-5749 Contractor's / Scrap Metals, Pro~ssing & Recycling License No. Contractor's - Phone No. ADDRESS: . DESTINA~ON: G.S.M. · 2000 E. BRUNDAGE LANE · BAKERSFIELD, CA 93387 TOTAL ~ERMITNO: ~ ~ .~%~ ~ QTY GALLONS SERIALNO. NETTONS 250 .14 550 .24 lOOO - 6 ~ .61  INSPECTION ~000 .97 ~ RESIDUALS PRESENT (REJECT) ~ 300o ~ LEL READING ~ 5000 2.42 ~ OXYGEN CONTENT 7soo 3.2s DISPOSAL FEE.... r ' ~ 9000 3.82 SCRAP VALUE · .............. ' .......... ......... : .......... 12000 4.93 TOTAL Allrepresentsnet fees30 dayslnCurredacceptancefromarereceiptPerofl°adtermsOf tank.unleSSfor Co~tractor'Spayment,Specified'andTermSsignatUreconfirmsare ~~~~~~ ~ ~ ~~ ~~~~~}~~~ ~?~?~ ~ }:} ~:' ~ ~ ~} ~[ ~}~~~ ~~ :~ ~}~.} that tank removal complies with State laws. ~ ~ CONTRACTOR'S SIGNATURE CERTIFICATE OF TANK DISPOSAL / DESTRUCTION IS IS TO CERTIFY THE RECEIPT AND ACCEPTANCE OF THE TANK(S) AS SPECIFIED ABOVE. ALL MATERIAL SPECIFIED WILL BE COMPLETELh ~TRO~p FO~ SCRAP RECYCLING PURPOSES ONLY, ~REP~HI/E-- Con~actor Copy · YELLOW-- Rle Copy · PINK-- Perma~nl BAKERSFIELD FIRE DEPARTMENT OFFICE OF ENVIRONMENTAL SERVICES 1715 Chester Ave., Bakersfield, CA 93301 (805) 326-3979 CERTIFICATION STATEMENT OF TANK DECONTAMINATION Name .. -- -,.A~ua(r~en~e$,~__-T'~uc , here by attest under penalty of Contracting Co. perjury that the tank(s) located at ~~Z~ ~k and Address being removed under permit# ~- O~, has been cleaned/decontaminated properly and a LEL (lower explosive limit) reading of no greater than 5% was measured immediately following the cleaning/decontamination process. - ~ate Name ~print) City of Bakersfield OFFICE OF ENVIRONMENTAL SERVICES ~--- --- ,,;..-~~X'~.~-~.,'.')~ 1715 Chester Ave., Bakersfield, CA (805)326-3979 ~ PERMIT APPLICATION FOR REMOVAL OF AN UNDERGROUND STORAGE TANK SITE IN FORMAl'ION SITE ~o.~"~oo.oAai.~C~.ccx,~oc~,ADDRESS 9._L~\~ ~ ZIP CODE%~O~ ~N FACILITY N~IE ~o~C~ ~,~os~, CROSS STREET ~ ~ ~r~ TANK O~VNE~OPERATOR ~ ~(~ ~o~~~o~ PHONE NO. CONTRACTOR INFORMATION INS~ANCECARRIER ~&~ ~ ~'%-~% WO~NS COMP NO. TANK CLEANING INFORMATION WASTE TRANSPORTER IDENTIF1CATION~ER ~ ~' ~ ~D ~ g~ $ ~ 3 g~ 7 _ NAME OF RINSA~ DISPOSAL FACILI~ ~'~k (0%~xvc~x~ ~MO~ ~ FACILITY IDE~IFICATION NU~ER ~ q~ ~ ~ TANK T~NSPORTER INFORMATION COMPANY ADDRESS ~ ~¢~O¢ PHO~ NO. LICENSE NO. CI~ ZIP TANK DESTINATION TANK INFORMATION CHEMICAL DATES CHEMICAL ._0. AGE VOLUME STORED STORED PREVIOUSLY STORED For Official Us~ TI IE Al'lq .ICANT l lAS RECEIVEI), [~DERS'FA~)S, ~D ~I, CO~I,Y ~H ~.~ ATI'ACiflfD CONDITIONS OF TI lis I'I':RMIT ANI) ANY OTI [ER S'I'A'I'I.:, I,(~A[. ~D I:EDE[~ ~GULA'IIONS. TI IlS I.'( )RM I IAS I H.:EN COMI'LETI.;I) UNI)EIL PENAL'FY OF PERA~Y. AND TO ~ ~ BEST OF MY ~OWI .EIX;E IS 'I'RtJI{ ~1 ~~~ ~'PI.ICANT NA~ (pRat) .... ' THIS- APPLICATIO~ BECOME ~ PERMIT WHE~ APPRO~D STATE OF CALIFORNIA STATE WATER RESOURCES CONTROL BOARD UNDERGROUND STORAGE TANK PERMIT APPLICATION - FORM A COMPLETE THIS FORM FOR EACH FACILITY/SITE MARKONLY [] I NEW PERMIT [] 3 RENEWAL PERMIT [] 5 CHANGE OF INFORMATION [~ 7 PERMANENTLY CLOSED SiTE ONE ITEM ~ 2 INTERIM PERMIT ~ 4 AMENDED PERMIT ~ 6 TEMPORARY SiTE CLOSURE I. FACILI~/S[TE INFORMATION & ADDRESS - (MUST BE COMPLETED) DBA OR E~.CILI~ NAME ~-'~ ~ . ~ NAME OF OPERATOR .. ., ....,, ,'. ADDRESS ~ N~REST CROS~ STREET PARCEL ~ {OPTIONAL) CIW NAME .- STATE [ ZIP CODE SiTE PHONE ~ WITH AR~ CODE I ~ BOX ~ CORPORATION ~ INOIVl0UAL ~ PAR~ERSHIP ~ LOCAL-AGENOY ~ O0UN~-AG~CY' ~ STATE.AG~CY' ~ FEDEX-AGENCY' TO INDICATE DiSTRiCTS * ~o~erolUST~apubl~age~.~mp~etelhefol~w~g: ~meofsupe~sorofdMs~n.s~noro~cewh~opemtestheUST ~ .... ~ ~..~T~:~ t~ ~./ ~'~ z..'t ~ "~ ';~'? ~' · ~PE OF BUSINESS ~ 1GAS STATION ~ 2 DISTRIBUTOR ' ~ ~ 'F INDIAN J, OF TANKS AT SITE ,' E. P. A. ,.D.,(optiona/) ' EMERGENCY CONTACT PERSON (PRIMARY) EMERGENCY CONTACT PERSON (SECONDARY) - optional DAYS: NAME (~ST. FIRS~ .PHONE ~ WITH AREA CODE DAYS: NAME (~ST. FIRS~ PHONE ~ WITH AR~ CODE t~'..~' ,;~X~.-~'~/~ . ...... ; .. ~.,>-' .':~ ~ ....... ' NIGHTS: NAME (~ST, F~R~ PHONE ~ WI~ AR~ CODE NIGHTS: NAME (~ST, FIRS~ PHONE ~ WI~ AR~ CODE II, PROPER~ OWNER'INFORMATION - (MUST BE COMPLETED) I NAME.. ~ ' ,"~ .t CARE OF ADDRESS INFORMATION MAILING OR S~EE~ ADDRESS ~ / ~ ~x 1o ~ ~ I<- ~C~ ,~ -' ~" ~ INDIVIDUAL ~L~-AGENCY ~ STA~-AGENCY ~ ~ ~' .L t ..... ' ~ ~ CORPORATION ~ PAR~ERSHIP ~ COUP.AGENCY ~ FEDERAL-AG~CY --~NAME ----~ ~ ~ ST~E... ~ZI~CO,E . ~ T PHONE, WITH AR~ CODE T-, k~'-.i.,. I' i:~ .;'.~ , III. TANK OWNER INFORMATION - (MUST BE COMPLETED) NAME OF~WNER .... / [ ~- I CARE OF ADDRESS INFORMATION MAILING OR STREET ADDRESS / ~ I ~ ~x to ~d~te ~ ~DIVIDUAL ~AL-AGENCY ~ 8TA~-AGENCY CI~ NAME~_ ~" /'~. I STATE. i. I ZIP, 7~C~DE. '.~I] PHONE I Wl~ AREA CODE IV. BOARD OF EQUALIZATION UST STORAGE FEE ACCOUNT NUMBER * Call (916) 322-9669 if questions arise. TY(TK) HQ ~- V. PETROLEUM UST FINANCIAL RESPONSIBILI~ - (MUST BE COMPLETED) - IDENTI~ THE METHOD(8) USED ~ 8 STATE ~NO & CHIEF FIN~CI~ OFFICER LE~ER ~ 9 STATE ~NO & CER~FICATE OF DEPOSIT ~ 10 LOCAL GO~. MECH~ISM ~ 99 O~ER. (-)" ' ' "~ ' I VI. LEGAL NOTIFICATION AND BILLING ADDRESS Legal notification and billing will be sent to the tank owner unless box I or II is checked. CHECK ONE BOX INDICATING WHICH ABOVE ADDRESS SHOULD BE USED FOR ~GAL NO~FICATIONS AND BILLING: I. THIS FORM HAS BEEN COMPLIED UNDER PENAL~ OF PERJURY, AND TO ~E BEST OF MY KNOWLEDGE, IS TRUE AND CORRECT TANK OWNER'S NAME (PRINTED & SIGN~TORE) t ' x '"X LOCAL AGENCY USE ONEY~'' ",/ COUN~ ~ JURISDICTION ~ FAClLI~ L~ATION CODE - OPTIONAL ~CENSUS TRACT ~ - OPTIONAL ~ SUPVISOR - DISTRICT CODE - OPTIONAL I I THIS FORM MUST BE ACCOMPANIED BY AT LEAST (1) OR MORE PERMff APPLICATION - FORM B. UNLESS ~IS IS A CHANGE 0F SITE INFORMATION ONLY. OWNER MUST FILE THIS FORM WI~ THE LOCAL AGENCY IMPLEMENTING THE UNDERGROUND STORAGE TANK REGULATIONS FORM A (6-95) I STATE OF CALIFORNIA STATE WATER RESOURCES CONTROL BOARD UNDERGROUND STORAGE TANK PERMIT APPLICATION- FORM B COMPLETE A SEPARATE FORM FOR EACH TANK SYSTEM. MARK ONLY [] I NEW PERMIT [] 3 RENEWAL PERMIT [] 5 CHANGE OF INFORMATION ~'/"~' PERMANENTLY CLOSED ON SITE~ ONE ITEM [] 2 INTERIM PERMIT [] 4 AMENDED PERMIT [] 6 TEMPORARY TANK CLOSURE [] 8 TANK REMOVED / DBA OR FACILITY NAME WHERE TANK IS INSTALLED: I. TANK DESCRIPTIONCOM~LETE ALL ITEMS - SPECIFY IF UNKNOWN A. OWNER'S TANK L D. # {.] o '~ ~,.. B. MANUFACTURED BY: [,_.~ 7'~, C. DATE INSTALLED (MO/DAY/YEAR) I '? ~''~ '"~ ~,;~.,)L.~'...-- , ~ ,~. ~ D. TANK CAPACITY IN GALLONS: -~ . . II. TANK CONTENTS IF AD1 IS MARKED, COMPLETE ITEM C. ~ [] . MOTOR VE.,CLE FUEL [] 40,L B. c. [] ,a REGU~ U.~O I:~'~ D,ESEL [] 6 AY,AT,ONGAS [] lb PREMIUM UNLF. A~ED i'~ 4 GASAHOL [] 7 METHANOL PETROLEUM [] BO EMP [] , PRODUCT [] 3 CHEMICAL PRODUCT [] 95 UNKNOWN [] 2 WASTE [] 2 LEADED [] 99 OTHER (DESCRIBE IN ffEM O. BELOW) D. IF (A. 1) IS NOT MARKED. ENTER NAME OF SUBSTANCE STORED C.A.S. #: III, TANK CONSTRUCTIONMARK ONE ITEM ONLY IN BOXES A, B, ANDC, ANDALLTHATAPPLIESINBOXDANDE A. TYPE OF [] ,,.~DOUBLE WALL [] 3 SINGLE WALL WITH EXTERIOR UNER [] 5 INTERNAL BLADOER SYSTEM [] 95 UNKNOWN SYSTEM [~' 2 SINGLE WALL [] 4 SINGLE WALL IN A VAULT [] 99 OTHER B. TANK ~'~ BARE STEEL [] 2 STAINLESS STEEL [] 3 FIBERGLASS [] 4 STEELCLAD W/FIBERGLASS REINFORCED PLASTIC MATERIAL [] 5 CONCRETE [] 6 POLYVINYL CHLORIDE [] 7 ALUMINUM [] S 100% METHANOL COMPATIBLEW/FRP (Primary Tank) [] 9 BRONZE ~ 10 GALVANIZED STEEL [] 95 UNKNOWN [] 99 OTHER t kC. iNTERiOR ~-~ 1 RUBBER UNED [--~6 ALKYD LINING [] 3 EPOXY LINING [----~ 4 PHENOLIC LINING ~1 LINING OR [] 5 GLASS UNING UNLINED [] 95 UNKNOWN [] 99 OTHER -- COATING ~s UNING MATERIAL COMPATIBLE WITH 100% METHANOL? YES__ NO__ D. EXTERIOR [] 1 POLYETHYLENE WRAP [] 2 COATING [] 3 VINYL WRAP [] 4 FIBERGLASS REINFORCED PLASTIC CORROSION ~91 N PROTECTION [] ,5 CATHOOIC PROTECTION ONE [] 95 UNKNOWN [] 99 OTHER SPI.t~L.C(~N'yAINMENT INSTALLED (YEAR) OVERFILL PREVENTION EQUIPMENT INSTALLED (YEAR) E. SPILL AND OVERFILL, etc. DR~i~"[0B'~'~,ES NO STRIKER PLATE YES NO DISPENSER CONTAINMENT YES NO IV. PIPING INFORMATION CIRCLE A IF ABOVE GROUND OR U IF UNDERGROUND, BOTH IF APPUCABLE A, SYSTEM TYPE A~/~ 1 SUCTION ' A U 2 PRESSURE A U 3 GRAVITY A U 4 FLEXIBLE PIPING A U 99 OTHER B, CONSTRUCTION A ~./1 SINGLE WALL A U 2 DOUBLE WALL A U 3 UNED TRENCH A U 95 UNKNOWN A U 99 OTHER C, MATERIAL AND A U I BARESTEEL A IJ 2 STAINLESS STEEL A U 3 POLYVINYL CHLORIDE(PVC)A U 4 FIBERGLASS PIPE CORROSION A U 5 ALUMINUM A U 6 CONCRETE A U 7 STEELW/COATING A U 8 100% METHANOL COMPATIBLEW/FRP PROTECTION A [J 9 GALVANIZED STEEL A U 10 CATHODIC PROT~CT]ON ~"~95 UNKNOWN A U 99 OTHER 0. LEAK DETECTION [] ~ ~Ec~wac~ U,S c~( I'-'-I 2 U,E m.~N~SS [] 3 C0~,UOUS ~m~sm~. [] 4 ~cmo~c u,~ r--I s ,u~o~c [~-'TECrOR [....-I TESTING MONITORING I.EAK ~-r~cl'oR ~ Swu'roOWN [] 99 OTHER V. TANK LEAK DETE~TION .ECONCIOAT, O. MON.TOR~.G GAUG,NG MON,TOR,NG T~STING [] ~ CO~.UOUS'~NTERSTITIAL [] , SiR [] ~ W~EKL~ MANUAL [] .0 MONTHLY TANK [] ~. UN.NO~N [] ~ OTHER MONITOR,N~' ' TANK GAUG,NG TESTING VI. TANK CLOSURE INFORMATION (PERMANENT CLOSURE IN-PLACE) --.., / THIS FORM HAS BEEN COMPLETED UNDER PENALTY OF PERJURY,,, Afire) TO THE BEST OF MY.. KNO, WLEDGE, IS TRUE AND CORRECT TANK OWNER'S NAME .,,. ~ _ ~- ' ~-' /' ~, ~"":-I.~ DATE  LY THE STATE I.D. N/UMBER IS COMPOSED OF THE FOUR NUMBERS BELOW COUNTY # JURISDICTION # FACILITY # TANK # I STATE I.D:# r-l--I I I II II I I I I I I I I I SHOULD BE ACCOMPANIED BY A PLOT PLAN. FILE THIS FORM WITH THE LOCAL AGENCY IMPLEMENTING THE UNDERGROUND STORAGE TANK REGULATIONS FORM B (6-95) APPENDIX B Analytical Results and Chain of Custody Documents Certification # 1920 Client: Project: Aqua Geosciences, Inc. SJCH 6851 McDivitt Dr. Suite D Matrix: Soil Bakersfield, CA 93313 Analyst: Eric Wisdom Sampled by: T. Hollenbeck Diesel Analysis: 12/1.6/98 BTEX Analysis: 12/16/98 Test: 'FPtl Diesel by EPA 8015M Date of Report: I/5/98 BTEX by EPA 5030/8020 Units: ms/Kg TPH Gas by EPA 8015 Sample =: 980719 980720 )ate Sampled: 12/9/98 12/9/98 :ample Description: 2A 6A *DL ms/Kg Benzene ND ND 0.005 Toluene ND 0.1 0.005 Ethyl Benzene ND 0.039 0.005 m,p,o Xylenes ND 0.077 0.005 TPll Gasoline NA NA 0.50 TPH Diesel ND ND 0.50 MTBE ND ND 0.05 Surrogate RecOvery % 93 91 Sample #: Date Sampled: Sample Description: *DL Benzene ?oluene !thyl Benzene m,p,o Xylenes TPH Gasoline TPtl Diesel MTBE Surrogate Recovery % Sample ~' Date Sampled: Sample Description: *DL Benzene Toluene Ethyl Benzene m,p,o Xylencs TPtt Gasoline TPII Diesel MTBE Surrogate Recovery % *DL = Detection Limit ~.~/~, ~~2q~ ND - Non-Detected at given DL NA - Result not available Laboratory Director: Michael Riccomini Chain of Custody orm ]akors[Jeld, CA g331J~(805) 836-8100 Fax: (805} 836-8800 .ab No. lg20 ont Name: 3Ject Name: o ~ Aqueous O . ~ < ~ Soil ojectManage~ ~ ~ ~~ ~ .~ Phone: Fax: ~:~ _~ ~ ~ ~ = ~ ~ ~m U Olher(SpecilY) Date & Time ~ '~ ~ ~ ~ Sample No. Sampled Sample Description & Container~ ~ ~ ~ ~ ~ Comments ~tinqulshed By: ~ Dale & Time: /Z Relinquished By: Dale & Time: /~/~Z-- -11 ',Received By: Dale& Time: THE TWINING 100 c~O~^TO~I;S, ;~C. ^N^LYT,C~L C,~M~STRV · ~NVmONU~.T~L S~vmc~s GEOTECHNICAL ENG)NEERmNG · SAMPLING SERVICES CONSTRUCTION iNSPECTION & MATERIALS TESTING 1999 ~O9801.01-O1 For: Aqua Geo Sciences, Inc. 6851 McDivitt Drive, Suite D R 5 C E[V E D Bakersfield, California 93313 JAN 2 i 1999 Attn: Mr. Phil Goalwin Ans'd ............. Project: EXCAVATION BACKFILL SAN JOAQUIN COMMUNITY HOSPITAL BAKERSFIELD, CALIFORNIA Subject: Results of In-place Density Tests - Excavation Backfill. Dear Mr. Goalwin: This report presents the results of in-place density tests conducted on backfill material placed in the excavation at the above referenced location. pURPOSE AND SCOPE OF SERVICES The purpose of our services, authorized by Mr. Phil Goalwin, was to determine the relative compaction of the backfill material placed in the excavation at the locations and depths referenced. The scope of our services did not include an evaluation of the native subsurface conditions, providing design parameters, or conclusions or recommendations regarding the ability of the backfill to Support any future pavements or structures. The tasks undertaken to achieve the purpose consisted of: 1) reviewing project information provided by Mr. Goalwin, such as excavation dimensions and depth of backfill to be placed; 2) reviewing project specifications provided by Mr. Phil Goalwin relating to preparation for fills and minimum relative compaction requirements; 3) obtaining representative samples of the backfill materials, returning the samples to the laboratory, and determining the maximum dry density and optimum moisture content for each sample; CORPORATE OFFICE MODESTO VISALIA BAKERSFIELD SAUNAS 2527 Fresno Stre~ 4230 Kk~Ttan Ave., # 105 130 No~h Kelsey St, #H6 3701 Pegasus Drive, #124 520 #A Crazy Home ~ Fresno, CA 93721.1804 Modesto, CA 95256-9322 Visa~ia. CA 93291.9(X~0 Ba,ke~r~4d, CA 93:3(38-6643 SaJinas, CA 93907.8434 (20e) 2~8-7021 · Fax 268-7126 (209) 545-1050 · Fax 545-1147 (209) 651-8280 · Fax 651-8288 (805) 3~3-5088 · Fax 393-4643 (4(}6~ 449-5264 · Fax 449-5C.q:2 Aqua Geo Science, Inc. E09801.01-01 SAN JOAQUIN CO~~ HOSPITAL Page 2 · BAKERSFIELD, CALIFORNrlA 4) observing the bottom of the excavation prior to the placement of backfill to verify that organic material and or loose soil had been removed, and determining the in- place density, moisture content, and relative compaction of the backfill placed in the excavation at the referenced depths and locations; and 5) preparing this report. ?RQJECT DESCRIPTION The project consists of the backfill of an excavation at San Joaquin Community Hospital in Bakersfield, California. The excavation measured about 10 feet by 12 feet in plan dimension and was about 10 feet deep. The upper 5 feet of the excavation was backfilled with imported aggregate base. At the direction of Mr. Phil Goalwin, only the upper 5 feet of backfill material was tested for compaction. PROJECT SPECIFICATIONS FOR BACKFILL According to Mr. Phil Goalwin, the following specifications shall apply: The upper 5 feet of backfill material shall be compacted to at least 95 percent relative compaction. Maximum density shall be determined in accordance with ASTM Test Method D1557. TEST PROCEDURE Initially, the backfill was sampled and visually classified in accordance with the Unified Soil Classification System. The soil and aggregate base were tested in the laboratory per ASTM Test Method D1557-91 to determine the maximum dry density and optimum moisture content for each sample. The depth and frequency of testing was determined by the engineering technician. It was our intent to conduct in-place density tests at a frequency of about i test per 12-inch thick lift of backfill placed. The in-place density and moisture tests were conducted with a nuclear/moisture density gauge in accordance with ASTM Test Methods D2922 and D3017. The locations and depths were determined by pacing and steel tape · and should be considered accurate to within 5 feet and 0.5 feet, respectively. Aqua Geo Sciences, Inc. E09801.01-01 SAN JOAQUIN COMMUNITY HOSPITAL Page 3 BAKERSFIELD, CALIFORNIA SITE OBSERVATIONS The tests and observations were performed by Ted Michel and Scott Raney, Twining's Engineering Technicians, on December 10 and 11, 1998. The bottom and sides of the excavation were observed prior to backfill to verify that organics and loose soils had been removed. A total of 6 in-place density tests were conducted. The tests ranged from a low of 96.7 percent to a high of over 100 percent relative compaction. The individual test data are summarized in the attached table. CONCLUSIONS Based on site observations and the results of in-place density tests, we conclude that the upper 5 feet of backfill material placed, has been placed in accordance with accepted engineering practice, and has been compacted to a minimum of 95 percent relative compaction. LIMITATIONS The test procedures used complied with generally accepted methods practiced in the industry. The data presented in this report are provided for informational purposes only. We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project in accordance with the plans and specifications. We claim no responsibility or liability for damages originating from the improper use of these results. Our services were performed, our findings obtained and results presented in accordance with generally accepted testing principles and practices exercised in the City of Bakersfield as of December 1998. This warranty is in lieu of all other warranties either expressed or implied. Aqua Geo Sciences, Inc. E09801.01-01 SAN JOAQUIN CO~MUNITY HOSPITAL Page 4 BAKERSFIELD, CALIFORNIA We appreciate the opportunity to be of service to Aqua . Geo Sciences. Should you have any questions regarding this report, or the information contained herein, please contact our office at your convenience. Sincerely, B. Kenneth Raney, S~pe~ Compaction D/e~ar tme~~ Geotechnic .~gin k' ]a~ ion Se~t'~ W. Krau--~ter RC~~ ~"-M~anager Geotechnical Engineering Division BKR/SWK/ 3: Herewith Aqua Geo Sciences, Inc. E09801.01-01 SAN JOAQUIN COMMUNITY HOSPITAL Page 5 BAKERSFIELD, CALIFORNIA Results of Maximum Density-Out_imam Moisture Determinations (ASIM Test Method D1557) Material visual Maximum Dry Density, Optimum Figure No. Sample Location Classification PCF Moisture, % Number 1 Composite of back- fill soil sampled in-place at job site. SAND, Silty 119.9 10.9 1 2 Composite of ag- gregate base sampled in-place at job site. ~ 138.2 6.7 2 Results of In-Place Density_ Tests (ASIM Test Designation D2922/Nuclear Gauge) Below In- In- Assumed Place Place Relative Required Mate- Fir~_ ] Dry Mois- Corn- Corn- Test Test rial, Grade, Density, tx=e, paction, paction, NO. Date Test Location No, Feet pCF ~ ~ ~ Tank Removal ~cavatio~ Note: %he following tests are referenced from the southeast corner of the hospital. 1 12/10 60 feet ea~t and 30 feet north 2 4.0-5.0 134.7 4.2 97.5 95.0 2 12/10 56 feet manet and 30 feet north 2 3.0-4.0 135.4 4.7 98.0 95.0 3 12/10 62 feet east and 32 feet north 2 2.0-3.0 133.6 4.5 96.7 95.0 4 12/10 65 feet e_a-~t and 33 feet north 2 1.5-2.0 133.9 5.0 96.9 95.0 5 12/10 58 feet e_a-~t and 30 feet north 2 1.0-1.5 138.3 4.3 100+ 95.0 6 12/11 60 feet e~_-~t and 30 feet north 2 0.0-1.0 134.7 5.0 97.5 95.0 { ~'- - ' ' , . . .. · ._ - EMERGENCY GENERATOR PROJECT 0994 ~C~ & CONS~T~ ' ~~~ON ~ > x c, " ~, _ . _..-,. . ~ /. AIICHITE-~-Cl' '~[r .... ........... ~ ~ ~ ~ ~ ~ "~ k,~ --- ~ -'- -' t~ ,~,~ '>~i l16-K MIDDLE ROAD (808} [ MONTECITO, CA, 93108 FAX (805~ 969-6888 ~.~_..._ .... ~~_~~_ =.~~ -..~~~~. _ .... STRUCTUItAL ENGINEERS f ~~~ ~ ................ '--? ~t~, ~ .- ...~ ...... ~. BRIAN L ~VAIID ~'- ~ · ," ~' ~' ~ ,"' v E STREE,~, ~o07 1806l 328-9022 ' '"' "-' ~A..~.~-------.~'- ~-. '-93~o~' ~ ~,~ ~,~,~, ~ .... . ELECTItlCAL ENGINEER ~C~ ~, .. -",.. . _ ' INTERSTATE ENGINEERING, INC 2727 N. GROVE INDUSTRIAL DRIVE ~ ': _ BLDG 155, SUITE B {209} 453-9491 ..... . ,.. '_ ~ : -:'. FRESNO, CA. 93727 FAX 12091 ,i53-9~2a OSHrPSo, H~94121~-1~ .... .~: '- . F I I~ E Pt~ O T E C T I O N E N G l N E E llr,~ ~U~ur or me o~w,ua~ SPECIFICATIONS 18 TO RECON~IRUg~ " ....... 11. L. tlAIIDCASTLE COMPANY, INC. TH~eU~LOtNOiNACCORO~C'~W~i~-~: 310 30TH STItEET (80al 322-9344 ,~ mcei~.cca. ~uoucom~cq~ otltONs oeWLoP NOr COVinf'OPY""' ~ "-' ' BAKERSFIELD, CA. 93301 FAX {805) 322-6816 IHE.CONI~Or00CUMmlS~Ue8EIN' ' :':~ ~nE~tN~SHgOWoRKW~LLNOfC0~' "' ' ..... :,: OaO~ OETAILINO~o ~PECl~ffiO ..... raa ~EQUiREO WORK s~t~ e~ ~; -- -- ~ ¢ 0.8.H:P.O. 8 EF'QRE-P hOC EE01Na' WITH~ GENERAL INFORMATION SYMBOLS WALL. LEGEND ,,,INDEX,. .. ....  ~ ~TI~L FL~ PL~ "-~ ' · ' . . : ~.t ;-~ . OFFICE~ ~O~ ~re ~ ~.x · E~TE~IO~ 4 INTERIO~ ~LL ELE~ATI~ x,v ~ .- ~J~ - ~ ~ - , .., . ,.,~ ....... .,~ ..... ~,.. ....... .~ .... ~ . ~ .~~.BJE[.I~ tNoT~ :' -' ' -- ' '"' ~'. .... '"- ';"I . ' ~ - : .,. A'-9 DETAIL5 ' ' ; ' .~ '"-~. ~.: . ~ ~.,:.. .%, UBC 'iflqt EDITION ~I iqq2 CALIFORNIA AMENDMENT5 - s[cm~ ~e.~, ~ [ ---~----- (E) ~ALL TO B ~MO'IE '-. ¢-I 81~¢~L DETAIL&' UMC '.iqqt EDITION w/ iqq2' CALIFO~tA AMENDMENTS) -. ~.{~ ,~t~ ~c,~,,¢ ---~.--- '" : ~'.~ ' ,---'~-. .... " UPU 'l~l ~DITiON ~/ i~ CALIFORNIA AMENDMENTS) ~ ~ ' : ' ' '"" ' '"" '~ ' '' - .,:; · . ~: NEC (tflqO EDITi~ wl. Iqql' CALIFORNIA AMENDMENTS)~ BXTERIOR,L~VAr~ ~,cE~ ~, ~/~ '-' Z[_ It-' !-.:J' :'t"~' ¢' ~t~OEO ~0NG~ETE MASO~T UNIT 'l:"., F~;~ ENL~GE~ PL~R SE_ClI~ , E~l~ENr ~EPuLE .... -.. ' . ¢ [ ' ~-. -- . .~ . .: . '..~ 7;~?- -'- .- . ~WT~W ~NT~T~t~;::? }* ~-4,~ E,LECTRIC~L FEEDER ~ :,~ ~~U~..-.-...,.~ ~ - . BUILDIN~ HEIGHT~' ~-0~ - ~~* -~ ~ ~¢x~u~ v~ ELECiRICAL PLA~ ~ -' '" ' :REMODEL "" 1000 5.~;:?;~, ~ ~ ~*~ ~"~' " " ' '- _ ~.;.~ ...,:~::.:..~ _ ~ ~ ,. ~ . . . ~,~~ (;:~..:( -; ~L'~L~ -: ...... ..:-;~.~- . . ~. '"~.: .,<... ..... ~ ~ ., -,~?.: .... . ..... ..- ...... . ......................... . . ..-,- , :~.~ - ~~.,: . . - ... . ~; - _.. . ~L .': SAN JOAQUIN [: .-, . . ...5~ COMMUNITY HOSPITAL ~,_. ' " .":.~_ ~ ~.'~ / ....  ._ .:. "_. / ' - ~ - , ~.¢t~i~L~ · '. '.' ' . ' ' ' .. ': SAN JOAQUIN COMMUNITY HOSPITAL -:- ' ~, -. .. ''::.. _ :- ,-:-""-.-'--.., ~. -':':.. r~ ~ :' ' .. ....... - '-:::'5. '- ;-,'" ':" "P:': :', "--: ..... - - , . - . . .--'.: ,~ ' .... ' . . ..... ":~ '"~' - ' · ..... :: , -", ....... : . · :. , ~_--.. · f, REF~TOPLU~B~ MECH~~O ELECTRICALD~i* G ' ' ' ' -' ' OW~ER.P~OWOEO '~ST~N~ O~WINGS'~O UMtTEO Fi~LO V~lF~Ca~O~, THa CONT~. ' .... . :.' T~L VERi~ THa ~i~T~ CONDITION3 LLDBRE ' ' EC~ CA~ ~D EL NOpL INO,.M I ECTRI~LSYSTEMs~ ECES- . .-'t t" ' IN I' ' . ... ..'N ' ' ..... -'-;-'~ p E.A$ TO WHICH IT~ ~E TO BE RETURNEO'T' "' '" ' THE, OWNER, RESEN~TIV · ALE~IST~QMATER~L : ' ' " "~' ' :-' ' ' ' .~ '- . 8 PHOPER~ QFTHE ~ON- ' T~OTO~ FOH 8ALVAG e, - ~:~, . -,' ' - - ~ ' - ...- '.;:' c' . ,- . . · _ 5, THE CONT~C~OR I~ RESPON~IB~ FORP~i LY REMO ~ ......................... SURGE TANK ~' TH~CON~O~ORS~LL~EEV~YE~FORT'TO'KEEP~ISTINGFA I ~: ' ' DACKFLOH ~::::~.::~ (TNREE 5tDco) r, IrI3fHEINTENTOFTHEP~ST~TTHECONT~CTORS~LL~UflNdV~R-. TO~EOWNER; =' - ' PREVENTER ~i ~ ? ' ~ . (N) 24" x 33" x G" CONC, P~D [~ ~~~~ACQ~LETEJOS.S~y fO COMPLY WITH~Y WORK NOT SPECIFiCALLY ~LLED FOR OR SPETHE mTENTOF A ' . . ~II-~?D, BUTNECE~  9. ANY WORK REQUIRED TO BE REMovEo, 8U~ NoT'sPECiFIcALly CALLED ' ' r ~ ' I I //~ ................. ~, ..... ~Z_.~ ...... ~ ..... ~ ..... -:-:~:_Z~ [ ......... ] ............ [ ..... [ ...... J._~ ...... ~ ................... ~ , f -'.: .E~OvEo~O,~.~ - - . ~o..s.~.'.'- '' TIONALCO3T~OTHEOWNE~ V~ BEST MEET~ THE INTENT OF THE P~9, AT.NOADDt~., '. I ,__'~ ...'~:.' I ' :' ~ ~-: ? , I';:'-:,"~ , I ' .- t ~ ~ ....... ,.- ,~ , ! ~l,I~. ! .. '~,.<_.... '.~:',L?'~7" STRUCTION, ',. - , . . . . '" , . . ... .., .;. : ': :..~. -- '2"flNISHE~ NO~PECIFI~ALLY CALLED OU~ S~LL B" Fi~I~E~TO ~'b '~' ..... :'~ ' . (N) ~" C~. ---- - .................... ~" I ~ I G CO,~ CURD .................. ::~::::=-=:=:- :::::':':~ :::::':::':: -:: -" :---'-::~ + J ' ~ ' I~ - t' '. ' ~;~I] ~ - MOD[L 1250 DFLC~. i, ~! {. ASSEM-LY .... ENEI~O~FIRESTOPSYSTEMSWiTHA.~T~GEQUALT U PENET~TEO FOR OP~INGS 4" DI~ET~ OR ~ TE OTHE ;~ 'L~VER ....... ~,' ~ ~4~2~ q;~_ · - -- ~ ~ ~l~{ l. I~ l. t~ ~STINa N6N PRE TR '" ' / W~ D~VEN PINS '-~ I?'~~ ........... , ~, .... ~ l~,'~ff - ' ,' '~'~ I t .~r~ .... ~ .... -~ j ~ .... --- ~' ~x I " ROVEDBYT- ~'~ "~~Nu~H~REQUIREDWORK~HAL~BE~. I ! . ~ ~ ......... ~._- _ ~___ , :' . (_) . :.?.'~ . , ~ ~ - . ,, , ~ ..... : ...... ~ -, ~ ..... ~ ...... ~ ..... ~ ....... ~ ~ ........ , .... : .................... : ........... t" ':' :~':~'::,-~'.~ :": '..'./~ .... PIPE~ --]~ _ ~T~K-- (-~JPPEY-)-- ~_ , ~-~ i J .... l._~ ..................... ~ , .~ ,J , : ~.' TRENCHINg, 'INSTALLATION ~D TE6TtN~ oF NE~ FIRE I :' TYP. ~ ,~ .~ U/G :~JP~HG I ~, .' ~ I "~.. t-zt ~-~ - !~ ~ ...................... I ~ /."/P~OVtPKR'L' N~A~TLEALL 6T~G~EO0" IN~. 6UPPO~T~~N~L ~ONT~TO~~ TO , 4 ~ Dt: .iHALb F!~ERGLAS~ ~--=Y, ~ J X ..... ~ t ~ I ~,i---.- , ................ ,~, ~~' TO.THE ~I~D POtNTG ~ C~EcTI~. U~DCA6TLE PIP~I'C ~Y-'F~',K-(RETURN) ..... ~,j j J ~ L l~K ~i~.~ +L~j~.:~/ .TO P~OVID~ FILL ~D CONP~TION ~D ~ONT~OTO~ ~ ..'.' .... " ', F-~, ...... [ ......................... ~ ................... ~ i-~:~-== ........ ~ .... ~-~'~ ~-~P ~ C~ TO P~OVIDE FINISHED GRADE AT ALL / ...... ...................................................... .... - ': r ~ ...... p~- x- ...................................................... =='7''~.-,~ ;~' X ... 3~ P!ANH~ ANEC~R~',C I .. UN~'-~S~, ~H, ~ A~RO~~ . . .~ '~--.~ rANK GUAGE ;~--, , ...... _ ,-:~ , /"-~ ' ,,-/7 ''--~,~ :;.'. - j -~--. SEE ELECT.) ~ . . ,~~. . ~ I' ~- TANK C~R SLAD :" r . ~ALE~ I/~~ I'~O~ : - ~.-. . ..~ .'.~- '' '- '" -'* "~L.:~"' ~., L'~,.~.~.'. .... =~%'A, . ~ ,: _. ;~ :- ;~' .~: ~. . -...- -' . ,~ . .... ~ . ..... ~' . .;: ~ ~ _.- ' 'v .'. . -' ' ' -" - - -" .:.::~ -.: . .... 7' '- '" -~' -" ON PLANS ' ~-' SLACK. :TO' ALLOW .... SEPARATION: FLEX- . ..... i5"~ ~ E JOi - ~ SEE - SHEATH, C~NNECTQ~ ':~ ,15"~ .... .;-:/'. ;.-' ....SHALL"'~--~' eE SOffAeL~ ~'FC'" "''~ """ .... ~ SLOPE ~r ~,_H . -'Ho~ ANO COLO. WATER,'. ! ..... UNioN MAN.Lc - '- ~, MED GASSES FOS/FOR, !~ ./.:. . · - ........ ' sEEPL~NS:FOR SIZE-, -?-.-,. _~,~ / ~ ___-' STRICT' ~ LOCATION. :;;':f ~: - MANH~E " ~ Z., ,~, - - -' ~.; rANK M~tTORtNG(2FtTT~NGT.fp,) "~ ~-GCOV~R ~ ~LR.i FRAi~EMANHOLE ~' /~ TANK GUAGE It ~~ ~,' ~( T4~ ACCE55(2~ITTi~[~, .~--P~ ~(E).., .-. .. .......... _ , ~.,~_ _____~ ..... ~.~~r7~ ,_~ ~ , . _~.._~ ,' -. · ...... 11 MtN. ' . / ~ ~ .. .- _ /' x rAN~O~~b VA~E5 ~ NARklNG 'rAPE , ' TANK ~LD ~N 5T~PSp ~RAP (4 TYP.) ( ~.- 4 M.. rj ~ ."- (2/5-r~AP 0 ror~L) 4, ~ · ~ · , . ~, c~ p~ - AVEL ~ "T"-; .... , -. · . . . ........ /' . ~t ~ t2" I~iN PEA GRAVEL i2" TNK. CO~. PAD APPROX, I2" " - .- : B~r~EEN TAXK t CONC, PAD] ~ARGER T¢~N ~ANK~ ALL 5~DE5 ....: : ~.-' ....:-.- _ ' - (APPROX. 12 -~ ~ 31 ) ~_ SEC FiON %ALE: I/4" - I'-0" ~ALE: I/4" = I'-Om %ALEt ' ' -..._ 0 - I ' I I , 0 _ ... (E) -35o K,,/ GENERA FOR PROTECTIVE CONC' CC,~ER PAD 2~"'~ BLAC;K, IRON pjpr' VE~ R 5ER EXTEND ,0 MtN. A~VE VERFI GRADE~ ~ .... T'fP. ¢ ALL U/G PIPI~ ttll [-- o-- , .... ~ ...... kl .................... ?o'_ ............................................... ~-'"' , 1/ xx (M)' / x , . I xX~__ / / X ' HA~.RDOUS MATERIAL8 DIV, .: . .. ' ~ 1: EXCAVATION 51ZE AND CONFIGURATION S[~ALL BE AS RECOMMENDED BT T~4K MANUFACTURER. ' ~--' and f~ con~ct~ and/~ iO~mlIA~] 15~000 b:. ~.Tx .. 2 CONCRETE BASE PAD 5HALL BE REINFORCED ~/~5 BAR5 AT 12" CENTERS~ BOTH NAT5 '- -~, ~ o ' : o ' .~T~ FACES. BAR5 5HALL HAVE A I-I/2" CLEARANCE FROM THE SURFACE OF THE CONCRETE _ - o~.~~Z~~ :'. ,_' 'TANK ~:~ DIEDEL TAftK ~ 3. 'TANK .~OLD ~,NouTRAP~'DPALL¢ BE PROV,DED B'r 'mE TANK MANUFACTURER AND 5PALL BE CAPABLE "''~''i.,c.', ~- FILLER OF HtT~45TANDING A FORCE O~ '25,000 POUND5 PER 5'TRAP. 5TRAP5 S~ALL BE L~A'FED ON. TANK .: ~ UNDERGROUND t ~ , A5 PER 'TANK MANUFACTURER 5 REC~qMENDA'TIONS, ~'* :' =-_.. _ ..- ' I ~ 4. FOLLQN THE TANK MANUFACTURER'-5 RECQMMENDA'TtON5 FOR BACKFILLING OF TA~K IF T~EIR " -:- ' RECOMMENDATION5 ' ~- , ~ DIFFER FROM 1HI5 DETAIL .... .- :._:~ (.(].-. ..... ..,.., ...... . - -r ~ ~- '-" :-'.:-. ~~ t ........ .~ -__ .... L,_ _2 ~ ~ , ~. 'REFER 'TO FUEL OIL TANK PIPING IAGRAM FOR PIPING CONNECTION5 A'r... THE 'rANK. -- :-.'...: LT__~_%_~_..~_~.~_L%_ - .......................... ) ........ ' ....... s ...... ~. REFER TO SITE PLAN FOR ~ATtON OF THE 'rANK..... -- -- ' : ~.- . , , P · - , . "' :' I 7,..'ALL .CONNEC'TION5 TO TANK ~ 5~CONDART PIPING SUMP 5~ALb BE ~ADE IN ACCORDANCE .. . OHITH.-THE TANK MANUFACTURER 5' RECQMMENDA'TIONS, _ ~: ~ ~ .~ ' .-- ' .....  .::."7' .' '-" .. ' '!.:: :' ' .7: .- '~" ~AL~, I/4' = i' 0i -T REMOTE FILL- ,- ' . ' ,' -" . ., .... ,. "~,;~'6" FILL PAD. ' ' .':-~::':"' . ~.'.7:'.:.' ' ' ..: . ~':' :-. ., . '~,-- __ ~: .... --. . - : ,? .... .- :. .~ -? . ~ - : ; f , .~ _ ' . ~ -: ._ -~. . ~',,: - .. . .-. . ,- .... ~ . ,., E ' -. - ,.~ . -: :. _ .- · .. . - _ ¢ . :~. '. '" ' ' -, '::~: :Y ' ,': t: '-,:C' ,,-., ,:..;: .._ =..~ _ -' -;' __ _ .- . _ ' L '--' " .-~: ..... _._ ~~-' "' SYMBOL SCHEDULE NAME DESCRIPTION ~ SYMBOL ''. " (E) '- DESIGNATES' EXISTING ITEM .... ~" .... ~' x ' ~ ~ x - ~E ~ "x ' ~ ' : - ~ ] FLUORESCENT STRIP ' ' xXx X X x x X x j J Xx X ~ X x x x ~ - 02a FIXTURE CKT 2 LOCAL SWITCH So sm~ · ~ --- ~ '~ 'Nkk x~ xxx,, NX,, x,,~x ~x'x 'xkx X, FiXTURE ~P~ AND WA~AGE SEE FIXTURE SCHEDULE. I ~- ~/~"c '~' x, X~ xx x. x. ~x ~, :z._ .. ~----~ ~ DUPLEX CONVENIENCE OUTLET 20A NEMA GROUNDED +15" MIN.. ~ -- DAY T~K~ ~WP W~THERPROOF CONV. OUTLET 20A NEMA. GROUNDED +1. 5" MIN. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~d ~.~/ GFI GROUND FAULT ~NTERRUPTER U,o~k~ ~ ~ ~/ )7 ~- ,~ ~/ -~ -%j~ // / ~ ELECTRICAL PANEL REFER TO PANEL SCHEDULE (E) EM GENEF / , /" / .// t 2-1"C. GEN. CC qT~OL · ( 0 T~NK ~ ) D~ESEL T~K UNDERGROUND / REMOTE GEN. &N ~ FILLER / RIGID GALV~fZED H~ WALL CONDUIT. ~'~ CONDUES CONDUIT RUN, UNDERGROUND' ..... WITH SCOTCH ~'~ ~51 >SING ~LF ~P FOR DOUBLE ~ m~C~NESS, mENCH ~'-¢ ~U rRou ([) ~U~LD~ · ~'-¢ , ~ 3 CONDUIT STUB AND CAP 8-4"C., -- DEEP. PROVIDE RED W~NtNG T~E 1' BELOW G~E. ~ __~ L -- COORDt~TE TRENCH L~TtON Wlm ~CHITECT PRIOR TO /~ t TRENCHING. PROVIDE ~w CUT ~O PATCHING. / I --~ · - CONDUIT RISER ~ / ' - - ~ NUMBER OF HASHMARKS DENOTES ~c CONUU~ --SW~CHe~O 'CH' I (~ ~'~ NUMBER OF CONDUCTORS ~ HOLE. SEE ~/ -- (E) CONDUIT TO REMAIN I SHE~ E2.~ T~SF~R SWITCH ~O .... [~rl ~ cH~E~ S~TE~S MOTOR W/DiSCONNECT SWITCH SEE SHE~ E6,~ SEE SHE~ ES.00 --_ -Z ~ EME~ENCY POWER T~ORMERS - -- _ __ SEE SHEET EC.O0 ~O LINE OaO~ E~.~ m ~ DENOTES FEEDER NUMBER ~o ~c~,,~ ~~ THIS WORK UNDER DEDUCTIVE I --"-'--'---- ' ---'- : ~ s~, ~.oo ~ ,,~ ~o~ ALTERNATE BID 2 : ~ .~j Eu ~M[~NCY I ~ FUTURE STUB OUTS UNDER.~ ,, __~._,....___~AFF' ABOVE FINISHEDFLOOR '', DEDUCTIVE, ALTERNATE BID ~1 ' ' .... : .... -. ' i .... %, El.00 ELECTRICAL SITE P~N ' ~[ sH[[r [~.~ j } E2.00 DETAILS  E7.00 PARTIAL FIRST AND SECOND FLOOR P~N ES.00 PARTIAL THIRD 'HROUOH PENTHOUSE FLOOR P~N  E~.oo F,~E ~U~ ~ OE~E~ATOR FLOOR ' ~ EIO.O0 LOAD RECAP  E10.10 LOAD CALCU~TIONS Ell.00 BASEMENT AR~ ELECTRICAL FLOOR P~N -~j El1.10 THIRD FLOOR AR~ ELEC'RIOAL FLOOR P~" I // 1.ALL MATERIAL AND EQUIPMENT SHALL BE LISTED BY A NATIONALLY A P P - ~ · . - ..... ~ ' " '~ ~l,~;r~ ,%%~ ~' -- - [ 2. NO PIPING OR DUCT WORK TO PASS DIRECTLY OVER P~ELBOARD AND SWITCHBOARDS, (CEO 584-4) '.-~ '- ~.~,~,~u~ s,z~ co,oul~ S,A~C .6 ;/~". ¢.ALL CONDUCTORS SHALL BE THWN COPPER. I ~ · STUB ~D for FuroRE 5. PROVIDE GREEN tNSU~TED COPPER GROUND CONDUCTOR IN ACCORDANCE WITH I - CEO 517-15. I - · __ ~ · · - · _ ..... - ..... - .............. - .... - ..... APPROVED FOR USE IN SWITCHO~R (CEC 110-~). SUBMIT DOCUMENTATION .... - · ,. - . - .............. - TO THE ENGINEER PRIOR TO INSTAL~TION. 7. COLOR OF SWITCHES AND RECEPTACLES ON EMEROEROENCY SHALL BE RED (CEO 517-22). OSH - OSHPD COMPLIANCE NOTES T ELEC R ICAL S ITL P LAN ,.,: .0 NOT COMPLY WITH S~D TITLE 24, CALIFORNIA CODE OF REOU~TIONS. A CHANOE ORDER DETAILING THE 20 THE SMACNA 'GUIDELINES FOR SEtSMEC RESTRAINTs OF MEC~tCAL SYSTEMS ~O PLUMBING, 'PiPiNg ACCORDANCE WITH THE t99t EOIT10N OF TITLE 24, ~EJFORN[A CODE OF REDUCTIONS. SHOULD ANY CONDITION D~ELOP NOT COVERED BY THE CONTACT DOCUMENTS WHEREIN THE FINISHED WORK WILL REQUIRED WORK S~LL BE SUBMI~ED TO ~D APPROVED BY OSHPD. BEFORE PROCEEDING WITH THE WORK, ' 2. ALL PIPING, DUCTS. AND CONDUITS SHALL BE SUPPORTED ~D B~CED PER 'OSHPD PRE-~PBOvAL 'NO. RLOOlO. , NO R 000~ 'TUg SUPERSmUT SDSM~C REST~tNT SYSTEM SYSTEMS, OR OSHPD ANCHO~OE PRE-APPRoVAL . - , FOR PIPING AND CONDUITS'. ~ :' ' ' . . ' ~" 3. WHEN INSTALLING DRiLLED-IN ANCHORS LN EXISTING NON-PREsTRESsED CONCRETE, USE C~E AND ~UTION ~A~ E~EE~[ TO AVOID CU~tNG OR DAMAGING THE EXISTING REINFORCING B~S. LOCA~E ~S BY USING A NON- ' DESTRUCTIVE METHOD. PRIOR TO [NSTAL~TION. ~[NT~N A MINIMUM CL~NCE OF QNE INCH BE~E[N ~~z~, THE RELNFORcEMENT ~D T~E DRILLED-tN ANCHORS. REFER TO-THE ~CHOR BOLT SCHEDULE ON D~WtNG '. FOR MINIMUM EMBEDMENT;; ~IMUM CAPACt~, ~D' TESTING. REQUIREMENTS. , FOR. ANCHOR. BOLTS. . . . , . : ' ~ . _. -_ .~' , '' -.L,' '.. '" -: '~ - ~ : .t .-~, : -. _t.. ~ ,' .-'-c %,,, ' 4; ' ] /.--~ ..,~__,, 1"0, CU., 1#10 CU. GND. " ~' ? ...... WITH LOCK.ABLE ~ 'CC- t I' . ~ . "'";/ - -"" """".L"') COON )tNATE r'~ CO~ER ' ' ' . .,'-. ..' IRcutf r- 8LOCK HEA~ER BAT;D ~.. ,S/~5' FL-. -- NEW ~500 KY^ '" : OLTAOE REMARKS ;' ,-',~o,-',r,,,-,-,-,,-.,,,,' ..-.,.,. : ": " :' · POWER. EMEROENCY GENERATOR ANCHORAGE REQUIREMENTS: ' . .... ON WALL · / [ UP 4.'-0' ~-~I'F~-~I ' DAY TANK PROVIDE SPR,NG TYPE v, BRATION iSOLATORS IN AMPLE QUANTITY TO EFFECT #T8-KL240-Lo2-EB -~ .: ECUAL LOAD DiSTRiBUTION. SEISMIC CALCULATIONS 'SHALL BE SUBMITTED ' . SUFFICIENTLY tN ADVANCE OF THE DESIRED DATE OF APPROVAL FOR GE . ' " O.$.H.P.D. REVIEW, RESPONSE AND BACKCHECK REVIEW. THE CALCULATIONSL..) ' I_LUTO WALL' ~ ~E:~/j"- ..... F-T ...... (:)' ............ t ........... i' SHALL SHOW THAT THE TYPE AND NUMBER OF ANCHORS ARE ADEQUATE #W1LR-O7-S-I-H-1-L-S-4--DB 120V - +48" TO RESIST THE FOLLOWING SEISMIC LOADS ACTING SIMULTANEOUSLY. - ' ' 'FPA-5' 51#AN.51002 PLA LIGHTING EB 2-F0,~2 WALL 120V +4.8" (E) ¢50 KVA HORIZONTAL: 0.45 X UNIT OPERATING WEIGHT "----------4- q,,,~%.E~ L *Z , ~il FIRE PU~' ROOM GEN,RATOR¢ VERTICAL: UNIT OPERATING. WEIGHT :J:: 1/' X HORIZONTAL FORCE "-' ~/"' ~ ~ ~ Y~"~'~'-~"-" ~ ~ -- ' ~ -- -"~'~"- -v"-~y--~ '""---'-~¢¢~,~-"-~-.~.- ~ .// HOUSING ANCHORAGE REQUIREMENTS: -- _ r" / ANCHORAGE CALCULATIONS SHALL BE SUBMITTED SUFFICIENTLY ,N ADVANCE OF THE DESIRED DA~E OF APPROVAL FOR O.S.H.P.D. REV1EW. RESPONSE ', ,, AND BACKCHECK REVIEW. THE CALCULATIONS SHALL SHOW THAT THE TYPE ........ , , .- , ' ' AND NUMBER OF ANCHORS ARE' ADEQUATE TO RESIST BOTH SEISMIC AND PANEL 'FPA' - TYPE NQOD (B) ~ ' WIND LOADS. ' . " , , , ,, CIRCUIT WATTAGE LOAD-TYPEL,'~BS ' ' ~ , SEISMIC: USE .- CB. LOAD-TYPE ' ' CIR. CuIT wATTAGE " ('-'"'/ ' , , ~ ', , ¢ A ¢ C LT RC HT MO . ET RC HT MO U ''-,..~.' {'-) ' 'k_,,/ HOR'ZONTAL: 0.4'5X UNITWE'OHT 600 LIOH"f'NG 201"~'-~- 220 BA"FrERYCHAR(;ER 800 " ! ~. i r , " ' " /~ ---,~ 41 ENOINE HTR. 1600 ~, '/ ', / VERTICAL: UNiT WEIGHT 4- 1/3 X HORIZONTAL FORCE 600 CONV. OUTLETS 5-~-- 6 '--- -' "--- _ .... -" (BOTH HORIZONTAL AND VERTICAL FORCES ARE ASSUMED TO ACT~ CABINET HEATER . 1200 SIMULTANEOUSLY.) ,,,7 ---~' 8 9 ~--10 LIGHTING POWER WINO: ~ t- _,,. 121 1~ .... 14' - HORIZONTAL WIND PRESSURE: 15 P.S.F. _ 15-r'-~'- 16 ELECTRICAL PLAN UPLIFT W'ND PRESSURE: 11.25 P.S.F. - ' 17'~:-18 .... SCALE: 1/8" = 1'-0" (HORIZONTAL AND VERTICAL FORCES ARE ASSUMED TO ACT ' 19-[-'--i,- 20 SIMULTANEOUSLY.) 1200 SUB-TOTAL ' I SUB-TOTAL 20'00 1600 .-' ......... - LOAD sUMMARY '~ 2o0 ..... .. / .. VOLTS 120/240V, '~¢ MAiN 40/2 LIGHTING TOTAL ¢2i::)0 !600 / '~ .......... _?--..,.-'! ............. ;,- -~'"" , FEEDER ~#8 AW(;, 1#8 'CU. OND. RECEPTACLE AMPS 27 ? ................................ ~, I ~,," ',. ,--- 2' ,.' , - - '-~--~' ' ' .... / BUS 50A CU MTG FLUSH HEATING '"'~ TOTAL .,A. ......})!,._/.?.-i~'--!Iu xxx REFERENCE NOTES: ~ , --FLOW AND TAMPER FOR OS & Y O OENERATOR AN[:) ALL REQUIRED APPURTENANCES FURNISHED AND ,PANEL 'GC' t ..... INSTALLED BY GENERATOR SUPPLIER. POWER AND CONTROL CONDUITS TYPE NQOD ':'; ?.-/ EXACT LOCATION TO BE SET tN F ELD I- ~ , , WITH WIRF BY CONTRACTOR. CONNECTION AT GENERATOR BY CIRCUIT WATTAGE .~ LOAD-TYPE - -~~ - C;RCUiTt W--A;-AT-fOE ~ ,:,'.,, ~ BY F.P. CONTRACTOR - .., ', GENERATOR SUPPLIER. J~A ,I~B J~C USE CB ;.-'::?...~r'¢c~Lf RC HT MO -!, 4 20/ ' " EH- 1 - 1500 . , .? STUB AND CAP 5-3/4"C. Q ALL TRANSFER SWITCHES AND ALL REQUIRED APPURTENANCES BY 1500 BLOCK HEATER ' 20 1-~ L,,2- ' i SPACE · ' I fL__ I ~ L___J ! ~ t _[ J .1 ~ - 1 ' '"' 500 CONTROL POWER 5 ......... -'! ii ~ DAYTANK AND ALL REQUIRED APPURTENANCES By GENERATOR ~ 1176 FUEL PUMP :._-- 7-4i SUPPLIER, INCLUDING AL_ FUEL LINES AND CONNECTIONS. SNARE ' - 9- ~ l~lOt [ i . ' -. i~Q FUEL PU-M-M~P'-AND-ALL--REQUtRED-APPU'RTEF4~'NcEsf_ED.L SUP ER: NCtLUDINO FURNISHED AND 1250 JACKET WATER HEATER 1,5.',- LNSTAfr.~ BY-.-OENERATOR-_~ Prl~-t_(~__.__.. 1250 /2 15--,~J~16' . - ' ,. - 17- -.I,-l~18 - --¢ONNECTIOBLAZ~UMP-BY~OENERATOR- SUPPLIER' I 19~_ '_t2_0 ,. INSTALLED BY CONTRACTOR. ~ANK MONITOR FU~N--~-H~D--AND-7---[ .i,4 _/;~L-2N~ k_~j~FUEL illH INSTALLED~BY~'C~ENERATOR-$UPPLIER;*-CONTROL-CONOUIT-AND¢~ 5926 2750 850 SUB-TOTAL i .... ' ' ~ PUMP,.., - WIRE BY CONTRACTOR,s___ ~, , SUB-TOTAL 1500 1500 --.-: GENERATOR MAN BREAKER ~ t;h ...... ~:L..~-:.~z:;.::: ,_, .......... i LOAD SUMMARY 5926 2750 850 .. '"' <~/'- . 2000/3FIRE W/ LiNE TAP FOR / i JlJl VOLTS 120/208V, ,.~, 4WMAiN ~oo/z, i' liiil (~ BATTERIES AND ALL REQUIRED APPURTENANCES FURNISHED AND ' LIGHTING TOTAL ~9264250 255_~ I':'*'".~ ~. I PUMPi, 600/5j, ti Il (' // /--~'~,,_?.,/UAYI/""~% ___lANK_ !ii!Iiii INSTALLED BY GENERATOR SUPPLIER, iNCLUDING CONNECTIONS. BusFEEDER #2250100A. CU MT(; SURFACE' i HEATINGRECEPTACLE AMPS :55 PANEL \" MOTOR tEN. A~N. ~ REFER TO OENERATOR PAC~CE FOR SPECIFICATIONS OF CENERATOR. ,, RATING (SYM) ,,, ,~ , TOTAL, A t 1 - .... SEE LINE DIAGRAM -( FIRE ALARM GENERAL NOTES PANEL 'LSG' TYPE 3/4"C. 3#12 A I I TRANSFER SWITCH<~, 1. MNtMUM CONDUIT 3/4", MINIMUM CONDUCTORS PER DIAGRAM. CiRCUiT WATI'AOE LOAD-TYpE~ B CIRCUIT WATTAGE- AND 1#12 GND/~--hi F.A. J-BOX 2. ALL COMPONENTS TO BE STATE FIRE MARSHAL DSTED. ~A .I~B J~C USE E¥:RC HTrMO'CB C LOAD-TYPE' USE , i LT 'NC HT:MO ~A .CB J~C II PANEL 'FPA'1284 LIOHTIN(;/RECEP. ,,/ ;,,,/ ' 20 1 -,~--~ 2_ SPACE ~ 'P ! I W/ 10 KVA 5. ALL WIRING fO BE TYPE THWN, COLOR CODED FOR USE. SPACE c3 ..... 4 ' . - I I I -"1 DISCONNECT SWITCH9 fi-, 16 'GC-4/6' PROVIDED BY' MANUFAOTURE,5. INSTALLATION OF THE FiRE ALARM SYSTEM SHALL NOT BE STARTED UNTL 1284 ,/ _ -. 11~-~,~ 12 '~ ~ (' -- FIRE PUMP 50HR 480V, 3¢ INSTALLED BY ELECTRICIAN. DETAILED PLANS AND SPECIFICATIONS. INCLUDING CALIFORNIA STATE FIRE SUB;LTOTAL _ ] I SUB-TOTAL I --PANEL 'EM-FP' MARSHAL LISTING NUMBERS FOR EACH COMPONENT OF THE SYSTEM HAS BEEN ~ LOAD SUMMARY ~28~ .. ~L / APPROVED BY THE OFFICE OF STATEWJDE HEALTH PLANNING AND VOLTS ~20/208v, ;¢,. 4w MAIN 60/~ LIGHTING . TOTAL 1284 SEE LINE DIAG AM F!RE PUMP CONTROLLER t DEVELOPMENT. FEEDER #2~o7 - - ....../ · - - RECEPTACLE AMPS ~ BY F.P. CONTRACTOR / 6. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A BUS ~OOA. CU MT(; 'SURFACE HEATING ~NSTALLED BY ELECTRICAL / SATISFACTORY ~EST OF THE ENTIRE SYSTEM SHALL BE MADE IN THE PRESENCE ~ MOTOR " .// OF ENFORCING AGENCY. SYSTEM SHORT CIRCUIT RATING (sYM) TOTAL ' x 7. THE TYPE OF APPROVAL TO BE ISSUED BY OSHPD FOR THiS PROdECT tS FOR .,, -, ~ [--" .-------"'"' "INCIDENTAL STRUCTURAL ALTERATION". APP,~u¥~D ~'~ F,U, E~' 'I'AN K'~ M 0 N~ N G~ /x<// 1 CT=.~V¢/'-CC~DUCTORS ~ 8. EXISTING F.A.C.P. IS NOTIFIER ¢/,5000. ' , - N JOCKEY PUMP 2HP 480V. ~¢ rS~pARFMENT : ;'""-;:",r'mous u^ rEm, Ls iv. OS H P B #HS-9412t8-15 T~-7]~'E,,:F~,'L~-E,~"/-~/4,,C. '/" OETAtLS AND EXAC'r LOCATI,ON ...... NOTE: -"" W/ 8#t2 AWG " PROVIDE CONNECTION OF ALL ', ~- ' ' .~ , PREVIOUSLY APPROVED UNDER OSHPD NUMBER SS-9~0S98-15. , ( ~'.'ua .r~.~.-FURt~I~ ~,~.~,~,~-,~ ~" ALL WORK INDCATED tS NEW. PROJEOT WAS NOT BUILT UNDER ~ . j ' ' M EN.T~',~j" CONTRACTOR. x,...~. T TAT, *.,.h(:~N:T'ING BRACKE~' ' - : ~-~ .~:L .... , 2 -'. ~ ,: .... . . . . . . -. OSHPD NUMBER SS-950~g8-15. z-.. ~ i ,..... , -.. 2,o¢,.,, --..~ FUEL TANK :,, ',,. (. W/BPTTOf'I OF UNIT .AT' FIRE ALARM NO ~ ~ ', t.. -- ::.'~¢:,2~," A:F~F,-:..F.©R t'dOUNTING 5EL'.:' FLOW AND T~MPER SWITCH (SYMBOL'-'F') TO BE P o v :,,:': , ' .:- DBTAIL. '::FIOUNT',, :-~-:- T'STAT- ¢,.DtSCONNEcT PROVIDED AND iNSTALLED BY THE ELECTRICAL .. j¢/] ..~__ " ';"'A¥~5',:O"~.~A.~.F':i;':: 5ET T'sT;AT i..0 40'F, CONTRACTOR COMPONENTS TO 'BE NOTIFIER TAMPER ~:l~,,'~:',;r,.,~,-,,-a¢~,,¢%'.~,..:-erj ' ' J~i ' N0,.,.,5101\Y~"'~I~I-~' ~ E U ! P ENT D ISTRi B UTIO N P SCALE: 1/4-" t'- ' WATER FLOW TO BE NOTIFIER WFDBO, STATE'FtRE , r*, , ,, ~, ,. o ~MARsHALL #770-02~:t27 [1_E¢1~1¢^~ CONTRACTOR ~'0 ~ I " --~ ~ :' TO REVIEW FIRE ALARM TIE TO .EXIsTiNG FIRE ALARM-' '~ ' ~...~' CONTROL PANEL, CONNECT TO EX, STING. (NOT USED) ' ~ ]~ °"' UMP & GENERATOR PLAN , -_. " t " ;' '~' - - 'i ' '" " ' ' ' ' ' · ' - ' '" i' ... ,'~. : '~,--'- , :.:~ _c - '-" " ' "-'" ' - -" ' = ...." ....... ' .... :: ..;-:..Z -".'- .... "' ' ' - -. ......... - ':' ...... '.:! .' ;4_: .... -.'_ ;.~_ '-- ... ~., - ..... - :..'..,-'- -'.'. ...:. :~