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HomeMy WebLinkAboutMITIGATION <fftU --+ TSor;Q ~ \ a - California Regional Water Quality Control Board Central Valley Region Robert Schneider, Chair Winston H. Hickox Secretaryfor Environmental Protection Fresno Branch Office Internet Address: http://www.swrcb.ca.gov/rwqcb5 1685 E Street, I:resno, California 93706-2020 Phone (559) 445-5116' FAX (559) 445-5910 Gray Davis Governor 13 January 2003 Ms. Marian P. Shaw Public Works Department Engineering Division 1501 Truxton Avenue Bakersfield, CA 93301 FORMER CLEANSOILS, INC., FACILITY, BAKERSFIELD, KERN COUNTY Staff has received a letter dated 9 January 2003 from the Kern County Environmental Health Department indicating that the six groundwater monitoring wells (MW-l, MW-2, MW-3, MW-4, MW-5, and MW- 6) at the former CleanS oils, Inc. Facility have been destroyed in accordance with Kern County's rules and regulations. With the destruction of these monitoring wells, closure is complete, Waste Discharge Requirements Order Number 94-343, which regulated the facility, have been rescinded. If you have any questions, please contact Terry Fox at (55,9) 445-6191. ~£;8~ Senior Engineering Geologist ~F1x· ?r Registered Geologist RG No, 5029 Cc: Mr. Ralph Huey, City of Bakersfield Mr. William O'Rullian, Kern County Environmental Health Services, Bakersfield California Environmental Protection Agency #'V ~J Recycled Paper The energy challenge facing California is real. Every Californian needs to take immediate action to reduce energy consumption, For a list of simple ways you can reduce demand and cut your energy costs, see our Web·site at http://www.swrcb.ca.gov/rwqcb5 ',-/ )1/' ~ /~ California Rlional Water Quality t!ntrol Board Central Valley Region Robert Schneider, Chair Winston H. Hickox Secretary for Environme al Protectio Fresno Branch Office Internet Address: http://www.swrcb.ca.gov/rwqcb5 3614 East Ashlan Avenue. Fresno, California 93726 Phone (559) 445-5116 . FAX (559) 445-5910 2 August 2001 Gray Davis Governor Certified Mail 7000 1670 0012 5940 8288 Mr. David Y. Wuu Bodega Corporation 18856 Amar Road, #12 Walnut, CA 91789 FORMER CLEANS OIL FACILITY, APN 17207021, BAKERSFIELD, KERN COUNTY The Bodega Corporation is listed by the Kern County Assessor's Office (see enclosed) as the owner of the property on the southeast of the comer of White Lane and Madison Avenue, in Bakersfield, California (APN 172 070 21). In the State's database of California Corporations, you are listed as "agent for service" and the above address is listed as the mailing address for the Bodega Corporation (see enclosed). It appears that this property is the location of most, if not all, of the former CleanS oils California, Inc. (CleanS oils), a soil recycling facility. At the former facility, there are stqckpiled soils from the recycling operations and six groundwater monitoring wells utilized in CleanS oils groundwater monitoring program. The groundwater monitoring program was a requirement of the facility's Waste Discharge Requirements (WDR). These groundwater monitoring wells could act as a vertical conduit for contamination to migrate to groundwater and, therefore, need to be properly abandoned. If some or all of these wells are on the above-referenced property, and it appears that they all are, it is the obligation of the property owner to insure that the monitoring wells on its property are properly abandoned. California Environmental Protection Agency tro ~J Recycled Paper The energy challenge facing California is real. Every Californian needs to take immediate action to reduce energy consumption, For a list of simple ways you can reduce demand and cut your energy costs, see our Web-site at http://www.swrcb.ca.gov/rwqcb5 " . Mr. Wuu Bodega Corporation Page 2 e - 2- e 2 August 2001 By 2 October 2001, please send a letter indicating the Bodega Corporation does not own the above- referenced property or, if Bodega Corporation does own the property, submit information as to how many of these wells are on your property and how you intend to have them abandoned. If you have any questions, please contact Terry Fox at (559) 445-6191. ~:;(~ SHELTON R. GRAY l.) Senior Engineering Geologist ~;/~ TERRENCE A. FOX Registered Geologist RG No. 5029 Cc: Mr. Ralph Huey, City of Bakersfield Mr. William O'Rullian, Kern County Environmental Health Services, Bakersfield TRA-No CHG DT Chg Type Mineral Land/PI Imprvment Other Imp Pers Prop Exmp Amt Net Value B394 - OWNER INQUIRY ~~CESSFUL ~ NEXT-FUNC:..,: ~ KIPS #ROLLINQ SECURED ROLL INQUIRY ATN 172 070 21 00 6 ACTIVE File No APN 172 070 21 1 SITE Owner BODEGA CORP Bill 2006 HIGHWAY 395 FALLBROOK CA9202B R.B.P. 01 00-1109383-00-9 001 511 001 511 04/20/00 TRANS E'ER Lgnd 191 PM 4441 L 3 Acres . Doc KEY DATAPROMP' P22241 Roll 1 Use Code 3030 AG Pre:5v NO 38.20 CPest BPS SD 5 UF Y NT 20004 7210 04/20/00 99-1109063-01-3 001 264 08/28/98 TRANSFJ~R RC 14 100,000 62,220 100,,000 62,220 100,000 100,000 PF1==BELP 2=:MENU 3=RTRN 4=TOG 5=FUTR 9=BILL 10=UFL "11=BUS 12=EVT,!:ŒL E'F13=NEW 14=APN HIST 15=OWNERS16=EXEMPT 17=SUPPL 18=ADDR 19=Ro:I:,L CORR PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV ':14/12/01 13:50 COO@ XVd ~IOOld puz COCC 999 199 1 XVd Lg:C1 GHl 10/Z1/vO ØMR Iì: f!J Zit: J8.20AC. --J', ..--" .J :"~ð "'""'- . @ 4J:!A:; .. e i72-07 L t-~ @ ~ 1 j J SCHOOL DIS1: 1-275 /-439 -"7'" @ J /-264 /·442 oJ':.....,·".,.j ;:--=:=:;:-: --::-- -- -,.. .r~. .0. 7I,J2AC. 20 ..,.......c:ä 18 >U-4AC. J.Ji-...,.. -. - ..:!j~.~.. - ".. ...." ,.; p, M. 444/ ~ ::: ~I ;! .@l 3/i1.CGAC 4 ~,. !-' I N. W J/¿ B.. U/~ OF" SEC.17 T.30$.R.28E. @ ~, !"" ....- @. lfi..38AC. 0M11 .0. '814 .4::. '0 n.""'c. 172.-U I -I-~" . 1f Ð TRACT :lL-_ ,., 10a1 ......... ~ON . /56.9 I 8 -- - -e- -."f'-- -¡-- TRACT - - ....~ìì l....." 1.50.9 ..... -'lfÈ' e :~..I,~II =~':..""ca==: =Qilld MDO' .....t'u., II' Ad..... r:1I Iud ... IBDaI.. III :rMlIlO ~.I'I.. I... ASSES~~ORS MAP NO 172-07- .1'~nIlNTV ns:' (I='ÞN e Disclaimer: The information displayed here is current as of "07/07/2001" and is updated weekly. It is not a complete or certified record of the Corporation. .. ..__..m.....'............. ,'.......-..-......,.,........ ..hu,........,............._ .._.....,.................nnh.._hm.....nu..................._........... ...'n...,...hh,.,........ ............u.n.n...........'.....'.................................." .....................................,. 'I"n... I! ' Corporation i¡:,··...---::::::--:n..'::::::::::::::::::::::::::::::::::::::-::::::::::::~::::::;:::;:::............:;::::::::::::::::::::::::::::::::::;::::;::_...... i¡BODEGA CORP. " ! L______..___--=.__.___'___._______.._______.._____m._____.'_'__..___._...___._____._______..,...___......___.._____._. ¡ IN~~b~~;C1785492·ri~t~..Fïì~d·;6ï12/19961ist~t~~~·~~ti~~]i IIJ~;i~d¡~ti~;{':·c·alifornia········",,·,·'''··,·····,·",·,,·,,···,····,"""·"'''11 I t:.:"':':::'::':::.:::,:..~::=~~:.':::':~~m~.~:~~~~~:~.~.:::::.::::::::.::'..,,',,':..:~::,::~::" , I! 18856 AMAR RD #12 ¡! : L..................__.......................,............,................................._..,_....................._..........._................_....,.._....................._........,__...........!! 1'·..··....·..···········..·..···..···,,··....·······..···..·..···\! ¡'WALNUT, CA 91789 Ii II,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, """"""ï! ¡¡ Agent for Service of Process ..Ii !;:::':-:'::::':':::::::::.::;;.;:::::::::::::::::.:.:.:.:::::::::::.:':"::::,:'-<:::::,:-,::':-':,'.:'::':';:,:':;:::':'.:'.:'::::::::::::;,:":::::::::':'::::::".:'::.":.:::::::::::::;.:':::::::;:.:'.":::::.:':,:~:':::.:::::::::::::::::::::::::.:':.:'::::' '-'-11 ¡[DAVID Y. 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Ii '''''''''''''~'''''!; New Search ~;:;;:.;;.::;;;;:::.:..::;;;:.:::.:..:::::;::.:::.::;:;:;:.;;.:;::::::;:::;,;:::.::.::::.:::.::::::::.:.::.:::.:::;;::::::::::;::::::.::.::::::.:;.;.;::;.::::;::::;::::::::.::.:::;;;;;:;.;=::.;::.;.::.:;::::::::.::;::::::::::.::::.:.::::::::.::.:;:::::;::::::::::::::.:.:::::.:::.:;::.::::::::::::.::::::.:::.::;.::::::::.::::::::.::::.::::.::::;.::::.::.:::.:::.:::::.:::::.::.::;::::::::::::.:::.::=:::.:::::::;;:.::::;¡: · For information about certification of corporate records or for additional corporate information, please refer to Corporate Records. . Blank fields indicate the information is not contained in the computer file. . If the status of the corporation is "Surrender", the agent for service of process is automatically revoked. Please refer to California Corporations Code Section 2114 for information relating to service upon corporations that have surrendered. COPYf'Ì9ht (ç'ì2000 California Secretary of State, Privacy Statement · NEXT - FUNC : KIPS **ROllINQ ATN 172 070 21 00 6 File No APN 172 070 21 1 SITE 'wner REGENCV BANK Bill 7060 FRESNO ST N POBOX 16279 FRESNO P8 ACTIVE R.B.P. 00 99-1109063-01-3 TRA-No 001 264 001264 CHG DT 08/28/98 Chg Type TRANSFER Mineral land/PI fimprvment Other Imp Pers Prop Exmp Amt Net Value KEY: KEY DATA PROMPT SECURED ROll INQUIRY P22241 ACTIVE Roll 1 Use Code 3030 AG Presv NO Acres 38.20 CPest BPS SD 5 UF V NT Doc 19811 7376 OB/28/98 CA 93720 98-1109732-00-4 001 264 19nd 19l PM 4441 l 3 RC 14 100,000 100,000 216,883 100,000 100,000 216,883 PF1=HElP 2=MENU 3=RTRN 4=TOG 5=FUTR 9=BIll 10=UFl 11=BUS 12=EVTSEL :PF13=NEU 14=APN HIST 15=OUNERS 16=EXEMPT 17=SUPPl 18=ADDR 19=ROll CORR PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 03/08/00 13:27 (- ~' I"{ . RECORD OF TELEPHONE CONVERSATION Location: c.¡ OS' (;-. ¿,j u( ~ LrJ ID# Business Name: ~C"""L CLC,..I.k - ~d'1 c... <; Contact Name: h \ IC-E FA ý N\E- Business Phone: ¿34 - 303q 3?A -L\,) 54 FAX: InspeCtor's Name: c:6tJ Time of Call: Date: 6/'1-'1..-/c,q Time: :# Min: Type of Call: Incoming [~ Outgoing [ ] Returned [ ] Content of Call: lVt.essqe.... { (.,,f ./-- reru's-h:.s L... Cc.fYI.-o.þJ4'-'. ¿.~ -f-..~ ..{.- ("c.""",", r~c- wc,s-,k 01 (. Actions Required: ~ ~ ? 2.. 2 - <6 z.-.s-g. . [/\112'')1' Co~'>'f: g34 - 43004 þ\¡/<~ ~o +-{C's ~'-vG- <TO GCf c...vrr>.S'TC ou_ G<.é.~-ð Time Required to Complete Activity # Min: Acres KEY DATA PRO"PT P22241 Roll 4 Use Code 3100 AG Presv NO CPest BPS 1 SO 4 UF NT NEXT-FUNC: KIPS #ROllINQ ATN File No 01 1002513 001 2 19nd B C E APN 171 111 01 6 19l SITE 903 ~HITE IN BAKERSFIELD ttOuner ClEANSOIlS CALIFORNIA INC Doc Bill 855 VIllAGE CENTER DR # 302 SAINT PAUL "N 55127-3016 R.B.P. 99 98-7023996-00-5 97-7013435-00-5 001 018 001 018 074 000 KEY: UNSECURED ROll INQUIRY ACTIVE TRA-No CHG DT Chg Type "ineral land/PI Imprvment _Other Imp , Pers Prop Exmp Amt Net Value RC 02 9~600 9~600 960 9~600 9~600 960 PFI=HElP 2="ENU 3=RTRN 4=TOG 5=FUTR 9=BIll 10=UFl II=BUS 12=EVTSEl PFI3=NE~ 14=APN HIST 15=O~NERS 16=EXE"PT 17=SUPPl 18=ADDR 19=ROll CORR PF20=PREV YR 21=NEXT YEAR 22=PRT 23=NEXT 24=PREV 05/18/99 10:55 ~ L~KIiRSFII!LD . - Environmental Services - Haz Mat Emerg Spill ac. Complaint o o o Haz Mat Incident I Spill Report I Complaint Follow Up Date S - \ ß ,. , , Reporting Party ed --le ~L~ Address fJJ(f¡uad Ñr?>'" cplda- @1~H~"t\" Telephone No. ð,HIA tJ I UU ~ /,\ ct \1", /I - Location of the incident Description of the incident í hH~,j i!t tt. ef V'I Ÿ ~&\, tit tl l,tJ ~ + ~,( ~ ¡)tl\ttttt ~ 0.. 'l'f.,. d tJl "'1 Responding to Incident Observations tå"'tett\.J TNettt~? (NelJ+-.ft) ( Chemical name and Quantity) 'H"'\i© @tef ~/tßu\SlifJol;j dtJM~'~1 d@t!ìølfg~~ O'4.© ~<Ì ð.4- 1M it td~ (~ti ~~ ) ~N Special Conditions and / or health risks Haz Mat Team Dispatched OES Number Required Poss Exposure Victims Y N Y N Medical Attention Required or Obtained Probable Hazardous Waste Clean Up Y N Discussion and Disposition Time ì',ð ~ A &!t\. Environmental Services Contact 1, UMderlJ}~J ' rij,J (J ¡;, W ~ I ~" "a fA (.. prøper- ty ~ JfJ~~/Þ11 p' /e.ø I TNt \.s c(M ~ Van Cellular No. 332-7865 Number ~éA:f.212Ç1) ~ 1-tEA ~ Si;:JLt D vJ!A ~ TE 1), ~ R:>~AL. (S ~ <.IE . Referral ? _ ~ . -- BAKERSPIELD FIRB DEPARTMENT FAX Transmittal TO: /VI 'K~ Pþ.Wf¿ COMPANY: Qc--f"v"lA~ FROM: -I=~ W{~.s FAX No: '134 ~ 3016 Office of Environmental Se]vices FAX No. (805) 326-0576 · Bus No. (805) 326-3979 1715 Chester Ave. · Bakersfield, CA 93301 .- COMMENTS: ....,....M.~~,.......~.........(~0!ç~~~!.~(Ý!i.....,..,.~.~...."...?/~'71., .,...~..~,...¢fC!.~~r::,~~....."..\........ .......................................~~e~~.~~........~§yŒ.,.....Q.~......~.~çg~....:.........~4.......e~~..,..~.......@~~~..J......... .....,.................,...................,.......,.......................................................................",.......,.............,.........................'...n .......................,.....,.......,...,.,..........,................,.... ..............................................................................................-..................................................................................... ...............................";.............................................. ..........................................-.-..........................................-...-...........-.-...................................................-........... .....................................--.......-.---.......--- .........................................................................................................................................................................................................................................-.............................. -. .........................,.............,.........,.......................,.....,.............,.......,...............................,...,.......................................... .................................,.......................................... -. ......................................................,.....................................................................................................,.,..,...........,............................,................,..................................................... ...................-.................-.................................................................-........................................................................................................................."...""..........................................--..- '................................."............................................"...."........................................,....,.................................."..............,..............,................"....................................................... '..........................................................................................................................................,......,.,...,....,."..,.,...,............ .............,..................,....,................................."... .................................................................................................................................................................................................................................................................... .................................-................................................................................................................................................."...........................................................".....................................................-........ ......................................."....................................................................................................................,........,............................................".........,............................................. '............................................................................................,....................................................................................... .......................................................,..........u....,.. ......................................................"..................................................................................................,......................,................,....,..................,....................................... ....................................-..................................................................."........................................................................................ ............................................................................. '...."..................................................................................."................................................................................................. ............................................................................ ......................................,.........,..........,...,....",.................,....,.....................................................,...........,......,......,..,...............,...........,..............,....................,.............. .......................................................................................................-;,.............................................................................. ............,............................................................. - - .....................................................................................................................................................................................................................................................................-...... ...................................".........................,.........,..............."...................................,........,...................................,................ ..............................,............................................. - ,.......,..........................................................,.,."..............,.................................................,.............,.............................. .....,...............,.........................................,.......... - - e e Entrance EAST WHITE LANE . ·'···'·······..··"·'"'..·······..-..··-..cHAIN:[ NK ·f=EN"ë!:···········,·, ++ MW-2 MW-6 c=::J t OFACE TRAILER MW-4 -+- OPEN FIELD EARTHEN BERM ~(j ~ ~..J..Q~ ¿~ º,V ~~ o MW-, MW-5 +t EARTHEN BERM ..... ... ~....., .~......,...........,.,.................. ,. ...,...............-...-,............... . IL . AD ¡CEO ENVIRONMENTAl. CONCEPTS INC . ,. ADVANCED ENVIRONMENTAL CONCEPTS P,O, BOX 40672 BAKERSFIELD. CA 93384 CHAIN-LINK FENCE Shallow Groundwater Elevations December 14, 1995 CleanSoils California, Inc. 903 East White Lane County of Kern. Bakersfield, California MW-3 -+- :::E a: w m z w :I: I- a: l5 ----~--- 0' LEGEND + 250' ::::..~J ,. - 250' .¡. Monitoring Well C:\DR 11 \DRAW1NG\CLNSOILA.PL T FIGURE 2 e e Quarterly Groundwater Sampling Report CleanSoils, Inc. Advanced Environmental Concepts. Inc. A Solinist water sounder was utilized to detect the presence of water in the collection tube, The sounder probe was extended the entire length of the tube and recorded no water content. CONCLUSIONS The October. 1995 groundwater sampling results indicate non-detectable (ND) TPH-gasoline. diesel and volatile aromatics (BTXE) concentrations in the water samples collected from MW-1. MW-2. MW-4~od..MW:.5... Detectable concentrations of benzene, toluene. xylenes. and ethÿibenzen'e were present within samples collected and analyzed from MW-1. MW-2. and MW-4 during December, 1994. Each of these wells is drilled and perforated within the,~PQer "perched" groundwater zone located approximately 25 feet below grade level. Wells MW~"3 and MW-5, drilled and perforated in the deeper aquifer approximately 145 feèrbëröw'..'grade level. contained slight concentrations of chloroform and several other organic compounds in December. 1994. Water samples analyzed from MW-3 in October, 1995 indicated concentrations of 1.1 parts per billion (ppb) chloroform; no other volatile organic compounds were detected. Well MW-6'remained dry during the October, 1995 sampling event. Monitoring wells MW-1 through MW-4 yielded adequate water volume and recharge was moderate, MW-5 contained poorly graded fine grained sand and the water column was limited to approximately 4 inches. The groundwater flow direction of the shallow "perched" zone is north 42 degrees east. and the hydraulic gradient is approximately 0.92'/100'. Due the fact that MW-6 was dry at a depth of 150', the groundwater flow direction within the deeper aquifer can only be roughly estimated, Using 150' as the total depth in well MW-6, the flow direction is estimated to be south 84 degrees west, Because of incomplete water depth information. no calculation of the hydraulic gradient was performed for the deeper aquifer. No water was present in the leachate collection tube, RECOMMENDATIONS Advanced Environmental Concepts, Inc. recommends continuation of quarterly sampling for this site to complete groundwater monitoring requirements associated with the operation of the Clean Soil)facility, ~ N ~ N N ~ N ~ ~ ~ N N N N N N N N N N ProJocl: NC 95C·1558 10 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHF.: ROAD. '206 . BAKERSFIELD CA 93313 805/831,1646 . FAX 805/831,1771 e e Quarterly Groundwater Sampling Report CleanSolls, Inc, Advanced Environmental Concepts. Inc. TABLE 9 (continued) Quarterly Sampling - AEC Samples collected 12/14195 (ppm) Chemicall.D, Silver Thallium Vanadium Zinc ND: N/A: TILC: STLC: Sample I.D. MoN-4 ND ND ND ND Non-detected Not Available Total Threshold limit Concentration Soluble Threshold Limit Concentration TILC Standard 500 700 2.400 5,000 STLC Standard 5 7,0 24 2500 The current state action levels for drinking water set by the California Department of Health Services, Tille 22 are as follows: Benzene....""..,.",...,..,..,....,.., , Toluene",.,..,..,..,...."",...,...." .. Ethylbenzene..".......".. ,..,...... Total Xylenes........,....,....,...... 1 µg/L 100 µg/L 680 µg/L 1750 µg/L LEACHATE COLLECTION TUBE MONITORING The leachate collection tube is located beneath the southeast corner of the feedstock staging pad and is constructed of a 20 foot long perforated piece of schedule 80 pvc pipe installed at a 30 degree angle, The tubing terminates beneath the lowest spot of the feedstock pad, A Solinist water sounder was utilized to detect the presence of water in the collection tube, The sounder probe was extended the entire length of the tube and recorded no water content. CONCLUSIONS The December. 1995 groundwater sampling results indicate non· detectable (ND) TPH·gasoline. diesel and volatile aromatics (BTXE) concentrations in the water samples collected from MW-1, MW·2, and MW-4, '-. Detectable concentrations of benzene, toluene. xylenes, and ethylbenzene were present within samples collected and analyzed from MW-1. MW·2. and MW-4 during December, 1994, Well MW·5 Gn<;;tMW'Þ were dry during the December. 1995 sampling event, The groundwater flow direction of the shallow "perched" zone is north 42 degrees east. and the hydraulic gradient is approximately 0,92'/100', No water was present in the leachate collection tube, Project: MC 95C·1558 8 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND, 4400 ASHE ROAD *206 . BAKERSFIELD. CA 93313 805n:DI,16·lò. FAX 805/831·1771 e e Quarterly Groundwater Sampling Report CleanSoils. Inc. Advanced Environmental Concepts. Inc. RECOMMENDATIONS Advanced Environmental Concepts, Inc. recommends continuation of quarterly sampling for this site to complete groundwater monitoring requirements associated with the operation of the Clean Soil facility. CLOSING Advanced Environmental Concepts.lnc, appreciates the opportunity of providing our professional seNices to Mr, John Sedwick and CleanSoils California. Inc. Should there be any questions or additional information required, please do not hesitate to contact our office at your convenience. Respectfully yours. David A. Palmer Project Geologist ~"';~~~ ....1',. l"v(~!rfJ;>, ~~ tJ; r,~;___-<;'vl', .1.f""1;;\) P & ~-t.r..? ~\\) A. ;:¿/¡~, 7,:' /' . f...,~' .....'?' "...<'- 'C., f ~I -....; 1J ~~ . ~~f! '~M. I~~~. .j! .., I r"J~ r,..." ,~, -.J '¡';:-.' ," . ,;..., ..'. ;>:,~ ;L1 '. I,,~ :...\ -, /. 4/ ¡...?<. .... j, :......., "".. ~'-,t..z ..'" 0(. \Ù;~0;:~-:~·.:;,,~~::i; Advanced Environmental Concepts, Inc. N N N N N N N N N N N N N N N N N N N All environmental site work with which Advanced Environmental Concepts. Inc. was involved. was performed under my supeNision to ensure proper sampling protocol and environmental assessment. This report has been technically reviewed by the undersigned. os ph A. Dunwoody California Registered Geologist #5504 Certified Hydrogeologist #156 ;;-;:'0i~. /~~----:::.:.:;J,')( "':--. I'~Cy ,:{~:~~, /;s..;; . _.. -,...~ ~ ., '~":;~'~\ I, .1 . f '~; " '.. '-I I'; \ ..... ,I ({ Q( D'~: ';,;'c;;:'~,,:; :::->. ;:: ) . \\ ~ : \ ! ... !; '/:,~~\; _; ~):';_:>- ". :;:' /J .....,:..:...:~-._.~ - ~)()(: 3 C)::,B Project: A£C 95C-1558 9 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. 11206 . BAKERSFIELD CA 93313 805'831'16-16 FAX 805/831,1771 OS/21/99 10:44 'U661 326 0576 TRANSMISSION OK TXlRX NO. CONNECTION TEL CONNECTION ID START TIME USAGE TIME PAGES RESULT BFD HAZ MAT DIV *************************** *** ACTIVITY REPORT *** *************************** 1609 3343016 OS/21 10:41 02'44 5 OK !4J 001 e ~ BAKERSFIELD .- - fJ ~ ~~ ~JØ Economic and Community Development Department MEMORANDUM January 10, 1995 FROM: RfiCEIV~O J4N 1 Jim Eggert, Development Services #j..q ¿ 1995 Ralph Huey, Hazardous Materials <.. M,q.,. . D 11,/ Charles Webb, Economic Development ~ . TO: SUBJECT: Clean Soils Inc., SPR #199-93-45 (903 E. White Lane) Waste Discharge Requirements Attached for your review are the waste discharge requirements from the California Regional Water Quality Control Board regarding the above company. The company intends to bring soil classified as Class II and use a "thermal desorption process" to eliminate the contaminates from the soils. Please review the attached report to determine if this process will require additional conditions to be placed 'On the development. You may discuss this project with the new project manager for the site, Joel Pomerene (397-2740). Please keep me informed on any additional conditions you place on this project. If I can be any assistance please call. attachment cw ----.----------- --- - ;~ATE~; CALIFORNIA· Environmental prean Agency CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL VALLEY REGION 3614 East Ashlan Ave, Fresno. CA 93726 PHONE: (209) 445-5116 FAX: (209) 445-5910 cJ"-~ ~SLbO PETE WILSON, Governor 5 January 1995 CERTIFIED MAIL P 400 475 286 Cleansoils, Inc, 2360 West County Road C Roseville, MN 55113 TRANSMITTAL OF ADOPTED WASTE DISCHARGE REQUIREMENTS FOR CLEANS OILS, INC., SOILS TREATMENT FACILITY, KERN COUNTY Enclosed is an official copy of Order No. 94-343 as adopted by the California Regional Water Quality Control Board, Central Valley Region, at its last 9 December 1994 meeting. The Order was adopted as originally proposed (or with minor changes.) W~ Pl:·f:: WILLIAM F. PFISTE~ Supervising Engineering Geologist CEG No. 931 DKP:fmc cc: ~------,- ,--.-----. . Mr. Phil Wyels, Office of Chief Counsel, State Water Resources ÇontrQI Board, ~ª-~~~~.I!to . Division of Clean Water Programs, State Water Resources Control Board, Sacramento -- Kern County Environm~ntal Health Department, Bakersfield ~harles G. Webb, City of Bäkersfierd;-Bàkersfield -- - - ----- Joel Pomerene, Cleansoils, Bakersfield Morton Recycling, Maricopa Envirocycle, McKittrick RRT, Maricopa Sanifill, McKittrick TPS Technology, Adelanto Laidlaw, Lokern James Francis, Bakersfield Randy Parker, Arvin Michael Warner, Los Angeles ___..J __ + ---. - - .- \..J \{-~\~'^ ~ CALIFO. REGIONAL WATER QUAUfY ~OL BOARD CENTRAL V ALLEY REGION ORDER NO. 94-343 W ASTB DISCHARGE REQUIREMENTS FOR CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that: 1. CleanSoils California, Inc. (hereafter Discharger), a subsidiary of CleanSoils, Inc., a Minnesota corporation, submitted a Report of Waste Discharge and hydrogeologic characteriz.ation on 12 July 1994. The Discharger proposes to construct a soil treatment facility to process nonhazardous hydrOCMbon contaminated soils. 2. Contaminated soils will be contained on Class n waste piles, which will be designed, constructed, and operated pursuant to the provisions in Title 23, California Code of Regulations (CCR), Section 2510 and following, (hereafter Chapter 15). 3. The facility is at 903 East White Lane, at the intersection of White Lane and Cottonwood Road in SE 1/4 of Section 17, T30S, R28E, MDB&M as shown OQ Attachment A, which is incorporated herein and becomes part of this Order. The Assessor's parcel numbers for the site are 172-070-20 and 21. 4. These waste discharge requirements (WDRs) regtilaté -orilJ the facility, and nòt the reuse of treated or recycled waste at other locations. The Discharger needs to obtain concurrence that the reuse of treated or recycled waste poses no threat to the waters of the state or human health and the environment in accordance With applicable local, - state, and federal regulations. _ __ u.n _ WASTES AND THEIR CLASSIFICATION 5. Soil contaminated with crude oil, diesel, mineral oils, lubricating oils and grease, fuel oils, and various underground storage tank and other petroleum refinery related process waste streams will be accepted. The refinery related waste will include soils contaminated by refined materials of diesel, naphtha, kerosene, lube oils, and crude oil. No liquid waste of any type will be accepted at the site. Any wastes originating from a refinery need concurrence from the Department of Toxic Substances Control (DTSC) that the waste is not a RCRA waste. 6. The Discharger proposes to accept soils classified as 'designated' wastes, in accordance with criteria in Chapter 15. The Discharger proposes to only accept soils with the following maximum contaminant concentrations: , ; WASTE DISCHARGE'~\JIRÐ.ŒNTS CLEANSOn.s CALIFORNIA, INC. SOIL TREATMENT FAClllTY KERN COUNfY e -2- 10,000 mglkg 50,000 mglkg 100,000 mglkg 250,000 mglkg TPH as gasoline TPH as diesel TPH as oil TPH as crude oil. 7. The untreated soils contain petroleum fractions and other pollutants which pose a threat to water quality ü stored or discharged in an uncontrolled manner and are, therefore, classified as 'designated wastes' using the criteria set forth in Chapter 15. After treatment, the soils may also contain leachable pollutants which could be considered 'designated' depending upon the final location. Therefore, the treated soils may also be classified as 'designated wastes' using the criteria set forth in Chapter 15. DESCRIYfION OF THE SITE 8. The facility is on a portion of an 77 acre parcel in the southeast quarter of Section 17, 1'30S, R28E, MDB&.M, in the incorporated area of Bakersfield, in Kern County, California. The native ground surface of the site slopes to the south with an approximate elevation of 360 feet mean sea level (MSL). 9. Land within 1,000 fee(ofthe:fãcility-is used-roragrlculture. 'ë,,:;..:.:<c-_.....=;..:;:;:.~"-::,'-' ",--::" _=,:,,~~-ó.~_."~c.-_n. - -..:;,: _:.. . _. ,_ _ _ u "_._' _ - , . .- . . -- - -. - .-- -.. - -. --.' -. - -'. .' ~- 10. There are no known active faults traversing or projected through the site. The White Wolf fault is approximately 15 miles to the southeast, the Kern Canyon fault is ... approximately 30 miles to the east, and the San Andreas fault is approximately 40 ,miles to the southwest. The maximum probable earthquake in the site vicinity is estimated to be magnitude 8.25 on the San Andreas fault, with a peak ground acceleration of 0.3 g. 11. The facility has an average annual precipitation of approximately 6.1 inches and annual evaporation of approximately 63 inches, based on information from the Department of Water Resources and the Kern Water Agency 12. The lOO-year and lOOO-year, 24-hour precipitation events are estimated to be 2.15 and 2.79 inches, respectively, based on a climatological station in Bakersfield (Sec. 2, 129S, R27E). SURFACE AND GROUND WATER 13. The facility is on the Kern River alluvial fan. Soils underlying the site are of the Kimberlina fine sandy loam, and are moderately permeable. · ! WASTE DISCHARG.~UIREMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACllJTY KERN COUNTY e -3- 14. Subsurface investigation indicates that the upper 30 feet of soil consists of a brown to dark brown, fine grained sandy silt. From approximately 30 to 40 feet is a horizon of sand. Beneath the sand is clay and clayey silt which forms an aquitard resulting in a perched water table across the western portion of the site. From 40 to 80 feet, channelized sands from the old Kern River system exist with thin interbeds of silt and clay. Lithology from 80 to 130 feet is characterized as interbedded sands, silts, and clays caused by the meandering course of the Kern River. Coarse sands make up an unconfined aquüer below 130 feet. 15. Three on-site ground water monitoring wells ranging in depth from 37 to 39 feet were installed in the perched ground water zone. Perched ground water occurs at approximately 340 feet MSL (30 feet below ground surface). Background perched ground water quality is generally good, with an average specific electrical conductivity (EC) of approximately 1300 µmhos/cm, total dissolved solids (IDS) of approximately 1075 mgll, and pH of 7.8. 16. Three on-site groand water monitoring wells ranging in depth from 150 to 155 feet were installed in the regional aquifer. Regional ground water occurs at approximately 225 feet MSL (145 feet below ground surface). The hydraulic gradient is approximately 0.OO80JVft,_with.fJo~~tion toward the northeast. __The_ ~Wound. quality of the ground·wateris-generally.-¡ood;. with cULEC'of approximately 625·- :--:-.. µmhos/cm, IDS of approximately 470 mgll, and pH of 7.8. 17. The existing beneficial uses of the ground water near the facility are municipal and domestic supply, agricultural supply, industrial process supply, industrial service supply, contact and noncontact recreation, and wildlife habitat 18. The facility is not within a l00-year flood plain. DESIGN AND OPERATION OF CLASS n WASTE MANAGEMENT UNIT(S) 19. The Discharger proposes to operate a lined system with a leachate collection and removal system (LCRS) for containment of untreated hydrocarbon-<ontaminated soil in a Class IT waste management unit. The liner will consist of, from bottom to top: a 40 mil HDPE geomembrane; an LCRS consisting of a six inch layer of sand underlying the entire waste management unit and a PVC extraction pipe at the lowest point of the geomembrane; twelve inches of compacted soil; and a six inch operating layer of road mix asphalt. A neutron moisture detection probe access tube will be installed beneath the liner, under the lowest point of the LCRS collection sump. WASTE DISCHAR~UIREMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT F ACll.lTY KERN COUNTY e 4- 20. The Discharger proposes to manage the contaminated soils for treatment, and the treated soils for disposal/reuse, on the basis of generator, soil type, and iniûa1 hydrOC4fbon concentration. Treatment may be by thermal desorption or by bioremediation. All treatment by bioremediation will be done on the Class IT waste management unit. Soil from different sources will be handled separately until chemical analysis confirms that treatment is complete. The Discharger plans to use the treated soils for roadmix feedstock and for various engineered fill materials. CHAYfER 15 CONSIDERATIONS 21. This Order implements the prescriptive standards and performance goals of Chapter 15, which became effective 27 November 1984, and revisions to Article 5 of Chapter 15 which became effective 1 July 1991. CEQA CONSIDERATIONS 22. The Board, acting as lead agency, adopted a Negative Declaration addressing potential ground water quality impacts on 9 December 1994 for the proposed project in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000, and following). Kern County adopted an EIR for the Casa Lorna Specific Plan, which includes the location of this project, on 25 August 1986. -. - . - . -.. - .. -~. ' OTHER. LEGAL REFERENCFS 23. The Board adopted the Water Quality Con/rol Plan/or 1M Tulare Lake Basin (5D). 24. The Board has notified the Discharger and interested agencies and persons of its intent to prescribe waste discharge requirements for this facility, and has provided them with an oppqrtunity for a public hearing and an opportunity to submit their written views and recommendations. 25. In a public hearing, the Board heard and considered all comments pertaining to this facility and its operation. IT IS HEREBY ORDERED that CleanSoils California, Inc., its agents, successors, and assigns, in order to meet the provisions of Division 7 of the California Water Code and the regulations adopted thereunder, shall comply with the following: " WASTE DlSCHARG.UIREMENTS CLEANSOn..s CALIFORNIA, INC. SOn.. TREATMENT F ACILlTY KERN COUNfY e -s- A. Prohibitions: 1. The acceptance, treatment, or discharge of 'hazardous waste' at this facility is prohibited. For the purposes of this Order, the term 'hazardous waste' is as defined in Chapter 15. 2. The discharge of liquid or semi-solid waste (i.e., waste containing less than 50 percent solids) or solid waste containing free liquid or moisture in excess of the waste's moisture holding capacity is prohibited. 3. The discharge of liquid to any waste management unit, other than the minimum amount of water necessary for dust control, is prohibited. 4. The discharge of solid waste, liquid waste, or leachate to surface waters, surface water drainage courses, or ground water is prohibited. The discharge of waste or waste constituents to natural geologic materials, ground water, or surface water is prohibited. 5. The discharge of treated or untreated soil within 100 feet of surface waters is prohibited. 6. The accumulation of wastës or materials which have the potential to reduce or impair the integrity of containment structures or which, if commingled with other wastes in the unit, could produce violent reaction, heat or pressure,- fire or '. '0,.... . explosion, toxic by-products, or reaction products, which, in turn: a. require a higher level of containment than provided by the unit; or b. are 'restricted hazardous wastes'; or c. impair the integrity of containment structures; is prohibited. 7. The discharge shall not cause any increase in the concentration of waste constituents in soil or other geologic materials outside of the waste management unit if such constituents could migrate to waters of the State and cause a condition of pollution or nuisance. W ASTB DISCHARG.U1REMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FAClllTY KERN COUNTY e -6-- B. Specifications: GENERAL SPECIFICA nONS 1. Only soils as described in Findings 5 and 6 may be accepted, stored, or treated at this site. 2. Contaminated or treated soils shall only be stored or treated in, and shall be confined to the Class n waste management units, the thermal desorption unit, or storage units specifically designed and constructed for their containment. Individual contaminated-soil piles shall be kept separated from each other. The contaminated soil piles shall be treated until representative samples indicate conœntrations are less than: lOmglkg 100 mglkg 0.1 mglkg 0.1 mglkg 0.5 mg/kg 0.5 mglkg TPH as Gasoline TPH as Diesel Benzene Toluene Ethylbenzene Xylenes -- - --- . . -- - ~ - -*-- ---- - ---- ---- -- -, - -- ---- -- . -. ---- _____ _ n . -- .--- ---- - - .___ ___ __._,..__ __ _____ _4 ' 3. - On-site or off-site storage,- disposal or reuse of Created soils and any discharge of residual wastes from the recycling of treated soils shall be according to the requirements of Chapter 15, in a manner which is consistent with the waste's classification. 4. A1lliquids generated from truck washout, or other equipment cleaning, will be collected and contained on-site. On-site or off-site storage, disposal, or reuse of this liquid shall be according to the requirements of Chapter 15, in a manner which is consistent with the waste's classification. 5. A minimum separation of 5 feet shall be maintained between wastes and the highest anticipated elevation of underlying ground water, including the capillary fringe. WASTE MANAGEMENT UNIT SPECIFICATIONS 6. The Discharger shall comply with the applicable provisions of Chapter 15 regarding all aspects of construction. The liner system shall be constructed as described in Finding 19. Prior to construction of the facility, the Discharger shall submit (or Executive Officer review and approval pursuant to Provision W ASTB DISCHAR~U11ŒMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACßJTY KERN COUNTY e -7- D.14.b, final design pIans and specifications including a QAJ~ pIan, that assures the design and construction are in accordance with this Order, and Chapter 15. 7. A final construction report certified by a California registered civil engineer shall be submitted within 60 days after construction completion. 8. Materials used to construct liners shall have appropriate physical and chemical properties to ensure containment of discharged wastes over the operating life, closure, and post-closure maintenance period of the Class IT waste management unit. 9. Materials used to construct leachate collection and removal systems (LCRSs) shall have appropriate physical and chemical properties to ensure the required transmission of leachate over the life of the Class IT waste management unit and the post-closure maintenance period. 10. LCRSs shall be designed, constructed, and maintained to collect twice the anticipated daily volume of leachate generated by the Class IT waste management unit and to prevent the buildup of hydraulic head on the underlying liner or underlying naturalgeologic'materi$-of lowhydraulic-~-----,-- conductivity at any time. The pressure head in any LCRS sU'mp -shallbe 1œpt~..:_·, --~ - to a maximum of one foot. - -. - - - --- WATER QUALITY PROTECTION STANDARD 11. The Water Quality Protection Standard, as defined in Section 2550.2 of Chapter 15, shall consist of constituents of concern, their concentration limits, the point of compliance, and all water quality monitoring points. Constituents of Concern shall include all waste constituents, and their reaction products, that are reasonably expected to be in or derived from waste contained in the waste management units. Concentration limits shall consist of background concentrations of each constituent of concern in each monitoring medium. For each monitoring event, the Discharger shall determine whether there is statistically significant evidence of a release from a waste management unit and whether the waste management units are in compliance with the Water Quality Protection Standard using procedures specified in Section 2550.7(e) of Chapter 15. Constituents of concern and monitoring parameters, their concentration limits, the point of compliance, and all water quality monitoring points are specified in Monitoring and Reporting Program No. 94-343. WASTE DlSCHARG~UIREMENTS CLEANS OILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY e -8- 12. The concentrations of monitoring parameters or waste constituents of concern in waters passing through the points of compliance shall not exceed the concentration limit of the water quality protection standards for ground water, surface water, and vadose zone, established pursuant to Monitoring Program No. 94-343. 13. The Discharger shall submit a report pursuant to the time schedule outlined in ProvisIon 14.c, proposing a water quality protection standard for each medium monitored (ground water, surface water, and vadose zone). The water quality protection standard shall include the following: a. Constituents of concern, including all waste constituents, reaction products, and hazardous constituents that are reasonably expected to be in or derived from waste contained in the treatment or storage unit, pursuant to Section 2550.3 of Chapter 15. b. A medium-specific concentration limit for each constituent of concern pursuant to Section 2550.4 of Chapter 15. c. The water quality protection-standard-shall apply during the active life of the facility, the closure period, the post-closure maintenance period, and during any compliance period under Section 2550.6 of Chapter 15. VADOSE ZONE MONITORJNG SYSTEM SPECIFICATIONS 14. A vadose zone monitoring system shall be implemented. The system shall consist of a neutron moisture detection probe conductor casing which shall be installed approximately one foot below the 40 mil HDPE liner at the lowest point of the containment sump of the waste management unit. GROUND WATER MONITORJNG SYSTEM SPECIFICATIONS 15. The Discharger shall comply with Monitoring and Reporting Program No. 94-343, which is attached to and made part of this Order. 16. The Discharger shall establish a ground water monitoring system in compliance with section 2550.7 of Chapter 15. Pursuant to the time schedule outlined in Provision 14.d, the Discharger shall submit for review and approval by the Executive Officer and subsequent incorporation into Monitoring and Reporting Program No. 94-343, a proposal for a ground water monitoring system that shall include: WASTE DISCHARG~UIREMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACUlTY KERN COUNTY e -9- a. A scaled drawing of the facility delineating the point(s) of compliance at which the water quality protection standard will apply, pursuant to Section 2550.5 of Chapter 15. The point of compliance shall be a vertical surface at the hydraulic downgradient limit of the waste management unit, extending through the uppermost aquifer underlying the unit. b. A scaled drawing of the facility delineating monitoring points at the points of compliance and locations as required for the determination of background water quality, pursuant to Section 2550.7 of Chapter 15. Monitoring points shall be sufficient in number, location, and depth to provide the earliest possible detection of a release from the facility and adequately represent the quality of waters passing the points of compliance. Ground water monitoring points shall include the zone(s) of highest hydraulic conductivity. c. Water quality monitoring programs for ground water, surface water, and the unsaturated zone pursuant to Section 2550.7(d) of Chapter 15. d. A sampling plan including: 1. Proposed' constituents of concern,. and associated monitoring parameters pursuant to Sections 2550.3 and 2550.8(e) of Chapter 15. 2. Proposed sampling methods pursuant to Section 2550.7(e)(12) of Chapter 15. 3. Proposed sampling frequency for monitoring parameters and constituents of concern. 4. Proposed statistical methods for analysis of detection monitoring data pursuant to Sections 2550.7(e)(7), 2550.7{e){8), and 2550.7{e)(9) of Chapter 15. e. Procedures for determination of the background values for each constituent of concern and monitoring parameter in each media monitored, pursuant to Section 2550.7{e)(10) of Chapter 15. f. General water quality monitoring systems requirements pursuant to Section 2550.7 of Chapter 15. WASTE DISCHARG~UIREMENTS CLEANSOn.s CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNfY e -10- g. A time schedule for implementation of the detection monitoring program, which includes the start of any necessary construction within 30 days of Executive Officer approval of the proposed monitoring program. PROTECTION FROM STORM EVENTS 17. The Class IT waste management unit shall be designed, constructed, and operated to prevent inundation or washout due to floods with a l00-year return period. 18. The Class IT waste management unit shall be constructed and maintained to prevent, to the greatest extent possible, ponding, infiltration, inundation, erosion, slope failure, washout, and overtopping under l000-year, 24-hour precipitation conditions, as described in Finding 12. 19. Facility precipitation and drainage control systems shall be designed and constructed to accommodate the anticipated volume of precipitation and peak flows from surface runoff under l000-year, 24-hour precipitation conditions, as described in F1nding U. __.'<_07-:~_·=-':" -: h_'_~_ 20. Suñace drainage from tributary areas and internal site drainage from suñace or subsuñace sources shall not contact or percolate through wastes. 21. Annually, prior to the anticipated rainy season, but no later than 31 October, any necessary erosion control measures shall be implemented. Any necessary construction, maintenance, or repairs of precipitation and drainage control facilities shall be completed to prevent erosion or flooding of the facility, to prevent suñace drainage from contacting or percolating through wastes, and to prevent storm-water runoff from the facility. All storm water shall be collected and contained on-site. This water must be managed in a manner consistent with Chapter IS. CWSURE SPECIFICATIONS 22. At closure of the waste management units, all residual wastes, including liquids, sludges, precipitates, settled solids, liner materials and adjacent natural geologic materials contaminated by wastes, shall be completely removed and discharged to an appropriate waste management unit. " WASTE DlSCHARG.UIREMENTS CLEANSOILS CALIFORNIA, INC. SOIL TREA ThŒNT F ACll..ITY KERN COUNTY e -11- c. Ftnanclal Assurance: 1. The Discharger shall obtain and maintain assurances of financial responsibility for initiating and completing corrective action for all known or reasonably foreseeable releases from the contaminated soil storage and/or treatment units pursuant to Section 2550.O(b) of Chapter 15. The Discharger shall submit to the Board for review and approval a proposed financial assurance mechanism in accordance with Provision 14.8.1. The financial document shall be reviewed annually and revised as necessary. A report demonstrating the adequacy of the financial assurance mechanism shall be submitted by 31 January of each year following adoption of this order. 2. The Discharger shall also establish and maintain an irrevocable closure fund or other means of financial assurance pursuant to Section 2580(1) of Chapter 15. The Discharger shall submit to the Board for approval a closure and post- closure maintenance plan in accordance with Provision 14.8.2 and 14.f, describing the methods and controls to be used to assure closure and post- closure of each unit and protection of the quality of surface and ground waters of the area during final operations and during any proposed subsequent use of the land. The plan must include: ~----.:....-.--~ .---.--'- ---"- -- ._-- - ,- .--- .-- -. ~.- -- -..-.----- . - -- -. ..- -~ --.. --_. . a. an estimate of closure and post-do sure maintenance costs, --- -- - ----- ----- --- ,-- ,- b. a proposal for a trust fund or equivalent financial arrangement to provide sufficient funding for closure and post..dosure maintenance, and c. the amount to be deposited in the trust fund or equivalent financial arrangement each year. This plan shall be prepared by or under the supervision of a California registered civil engineer, updated annually, and submitted to the Board by 31 January of each year. The method used to close each waste management unit at the facility and maintain protection of the quality of suñace and ground waters shall comply with waste discharge requirements established by the Board and the most current version of the closure and post-do sure maintenance plan which has been approved by the Board. The final report shall be submitted at least 180 days prior to final closure of the facility. WASTE DISCHARG.UIREMENTS CLEANSOn.s CALIFORNIA, INC. SOIL TREATMENT FACIUTY KERN COUNTY e -12- D. Provisions: GENERAL PROVISIONS 1. The Discharger shall comply with those applicable sections of the ·Standard Provisions and Reporting Requirements for Waste Discharge Requirements- dated September 1993, which are attached hereto and by reference a part of this Order. The facility is subject to applicable portions of the Standard Provisions and Reporting Requirements, not the references to 40 CFR Part 258 and other solid waste specific regulations, which are contained in page S-6 (Item 2d), and page 17 (Items 4, 6, 7, 10, & 11). The Standard Provisions and Reporting Requirements contain important provisions-and requirements with which the Discharger must comply. A violation of any of the Standard Provisions and Reporting Requirements applicable to this facility is a violation of these WDRs. 2. The Discharger shall notify the Board in writing of any proposed change in ownership or responsibility for construction or operation of the facility. This notification shall be given 90 days prior to the effective date of the change and shall be accompanied by an amended Report of Waste Discharge and any technical documents that are needed to demonsb'ate-continùc<Ltompliance-with these WDRs. In the event of any change in oWnership of this waste management facility, the Discharger shall notify the succeeding owner or operator in writing of the existence of this Order. A copy of that notification shall simultaneously be sent to the Board. Notification to the Board shall also comply with Section 259O(c) of Chapter 15. 3. The Discharger shall submit to the Executive Officer for review and approval a report describing a periodic load-checking program to be implemented by the Discharger pursuant to the schedule outlined in Provision 14.e The load- checking program shall be adequately designed to ensure that 'hazardous wastes' are not discharged to the waste management unit. This program shall include but not be limited to: a. Number of random loads to be checked per month and/or year. b. Training program for on-site personnel. c. Record keeping and reporting program. d. Program implementation schedule. , . WASTE DISCHARG~UIREMENTS CLEANSOILS CALIFORNIA, INC. SOn. TREATMENT F ACll..ITY KERN COUNTY e -13- e. Disposal alternatives for waste found to be in noncompliance with these WDRs. f. Posting of signs at facility. 4. The Discharger shall maintain legible records of the volume and type of each waste accepted or treated by the facility and each waste discharged to the waste management unit. Such records shall be maintained at the facility until the beginning of the post-dosure maintenance period. These records shall be available for review by representatives of the Board and of the State Water Resources Control Board at-any timeduring--normal business hours. At closure, copies of these records shall be sent to the Regional Board. S. The Discharger shall control access to the facility at all times by a permanent fence and locking access gate(s). 6. The post-closure maintenance period of the site shall continue until the Board determines that the closed waste management unit will not threaten water quality. 7. The Discharger shall maintain a copy. of this-Order-at the facility and make it --.--. available at all times to facility operating personnel, who shall be familiar with its contents, and to regulatory agency personnel upon request. 8. The Discharger or persons employed by the Discharger shall comply with all notice and reporting requirements of the State Department of Water Resources with regard to the construction, alteration, destruction, or abandonment of all monitoring wells used for compliance with this Order, as required by Sections 13750 through 137SS of the California Water Code. 9. The Discharger shall immediately notify the Board of any flooding, equipment failure, slope failure, or other change in site conditions which could impair the integrity of waste containment facilities or precipitation and drainage control structures. 10. The Discharger shall maintain waste containment facilities and precipitation and drainage controls, and shall continue to monitor ground water and the vadose zone in compliance with Monitoring and Reporting Program No. 93-343 throughout the post-closure maintenance period. ". WASTE DISCHARG.UIR.EMF.NfS CLEANSOn..s CALIFORNIA, INC. SOIL TREATMENT FACllJTY KERN COUNTY e -14- 11. The owner of the waste management facility shall have the continuing responsibility to assure protection of waters from discharged wastes and from gases and leachate generated by discharged waste during the active life, closure, and post-closure maintenance period of the C1ass n waste management unit and during subsequent use of the property for other purposes. COMPLIANCE SCHEDULE 12. The Discharger shall complete the tasks outlined in these WDRs and the attached Monitoring and Reporting Program No. 94-343 in accordance with the following time schedule: ---- _ --- ~-,--_.- ---- --,~ -------- ------ -_.--- --- .,-------------_. Task a. Financial Assurance 1. Submit proposed financial responsibility assurance for corrective action for review and approval, pursuant to Provision C.I. Submit proposed financial assurance mechanism for closure/post closure maintenance costs for review and approval, pursuant to Provision C.2. 2. b. Design and Construction Plans Submit final site design plans and specifications for review and approval, pursuant to Specification B.6. c. Water Quality Protection Standards Submit proposed water quality protection standard for the facility, pursuant to Speciflcation B.13. Ground Water Monitoring System Submit required ground water monitoring program, pursuant to Specification B.ltS. d. Compliance Date BeCore acceptance of waste. Berore acceptance of waste. BeCore constroction or waste management units. 180 days after adoption of WDRs. 180 days after adoption of WDRs. WASTE DISCHARAREQUllŒ.MENTS CLEANSOII.S C.um,RNIA, INC. SOIL TRE.A TMENT F ACIU1'Y KERN COUNTY e -1'- Task CompJiance Date e. Periodic Load Cbecldng PrO&raD1 Submit report that details of periodic load Before acceptance of checking program, pursuant to Provision D.3. waste. r. Closure Submit ctosure and post ctosure maintenance plan., pursuant to Provision C.2. 180 days after adoption of WDRs. . 13. TheDischarger~shall comply with all applicable provisions of Chapter 15 that are not specifically referred to in this Order. 14. The Board will review this Order periodically and will revise these requirements when n~ry. I, WILLIAM H. CROOKS, Executive Officer, do hereby certify that the foregoing is a fun, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, on 9 December 1994. ,--' - ,- - W]L bh p~ WILUAM H. CROOKS, Executive Officer DKP:dkp/fmc: 1219194 AMENDED CAllFO~ REGIONAL WATER QU~ &mOL BOARD CENTRAL V ALLEY REGION MONITORING AND REPORTING PROORAM NO. 94-343 FOR CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FAClllTY KERN COUNTY In reporting the monitoring data required by this program, the Discharger shall refer to the Standard Provisions and Reporting Requirements. UNTREA TED SOIL MONITORING The Discharger shall maintain a log of each incoming load of untreated soil and report to the Board quarterly: Parameter Report Units of Quantity accepted Waste type Source(s) Major pollutant(s)" and range(s) of concentration cubic yards (cy) mglkg . -- , .-- -- -.. -, ,-- - ,- . Major pclb44nI CtlJegorlu Inclu.tk lIfIkødd ,asollM.leødd 'IUOIlM, lead, ßesel,Jetfw', leIWeM,1Ieoll", 011, crwk 011, IfIlMral ølú, lubrlca1ÚIg ølú and grcau, and øðler JHtroIell1ft prøceu waste lfna1lV. - .,.. . - - .--.-. - - Soils shall be evaluated for hazardous characteristics, including toxicity, ignitability, re4ctivity and corrosivity by criteria contained in Title 22, CCR, Division 4.5, Chapter 11, Article 3. Documentation of the non-hazardous nature of each lot of untreated soil shall be included in quarterly reports to the Board. The total amount of contaminated soil accepted from a source shall be defined as a 'lot'. For every lot of soil, composite samples shall be collected and tested as described below, before the soil is accepted at the facility. The Discharger may propose an alternative untreated soil monitoring plan for approval by the Executive Officer, provided the plan ensures that the soil sampling and analyses are representative of the entire lot. For any lot size of less than 400 cy, two (2) composite samples should be collected and analyzed for representative tests. For lot sizes of 400 cy or greater, one (1) composite sample for every 200 cy of soil should be collected and analyzed for representative tests. The following analyses need to be performed for each sample of untreated soils: MONITORING AND &ORTING PROGRAM CLEANSOIlS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY Parameter Total and extractablel inorganics, including Title 22 (CAM) metals Total petroleum hydrocarbons (TPH)2 as gasoline as diesel Aromatic volatile organics', including Benzene Toluene Ethylbenzene Xylene(s) Other constituents known to be or suspected of being present in the soilo4 e -2- Report in Units of mgll mglkg mglkg mglkg mglkg mglkg mglkg mglkg I Extractable conc.entration using the Waste Extraction Test ia required if the total concentration in a sample iJ greater than the Soluble Threshold Limit Concentration, as per Title 22, CCR. Appendix n of Chapter 18, Division 4.5. 2 Representative composite samplea prepared by: TPH as gasoline EPA Method S030/801SM TPH as diesel EPA Method 35SO/801SM and analyzed by GCfFID. Analytical d~~on limits sh~ be as close to 1.0 mglkg as practicable. If any of the tests show TPH greater than 1,000 m&lkg, one bîOasSãÿ test muSt be Performed on the most highly contaminAted composite of the soil. If test &how TPH as gasoline ia greater than 1,000 mg/kg, one ignitability test must be performed on the most highly contaminated composite of the soil. ] Representative grab samples analyzed by appropriate EPA method. EPA Toxicity Characteristic Leaching Procedure (fCLP) should be conducted for Benzene as necessary. Analytical detection shall be a close to EPA Method Detection LåmitB as practicable. 4 Includes fuel additives or other known or suspected site contamilUlntA. Appropriate EPA analytical methodl shall be used. TREATED SOn... MONITORJNG The Discharger shall monitor each lot of treated soil prior to storage on-site and/or disposal or reuse off-site and shall report to the Board quarterly: Parameter Quantity Ultimate location Extractable inorganicst, including Report in Units of cubic yards (cy) MONITORING AND &ORTING PROGRAM CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY e -3- Title 22 (CAM) metals Total petroleum hydrocarbons (fPH)2 as gasoline as diesel Aromatic volaû1e organics', including Benzene Toluene Xylene(s) Ethyl Benzene Other constituents known to be or suspected of being present in the soil prior to treatment' mgll mg!kg mg!kg mg!kg mg!kg mg!kg mg!kg ---- --.-- 1 Alternativel)', if untreated soils are analyzed ror extractabt~ inorganic., then the treated soil need not be analyzed ror extractable inorganica. Extractable concentrations are to be measured Crom repruent8tÍve samples using the WET or Title 22, CCR, Appendix n of Chapter 11, Division 4.5 2 Representative composite samples prepared by: TPH 81 gasoline EPA Method S030/801SM TPH as diesel EPA Method 3550/801SM and analyzed by GCIFID. Analytical detection limits shall be as close to 1.0 mglkg as practicable. 3 Representative uab samples analyzed by appropriate EPA method. EPA Toxicity Characteristic Leaching Procedure (fCLP) should be conducted fur Benzene as necessary. Analytical detection limits shall be as close to EP A Method Detection Limits as practicable. .. Includes fuel additives or other known or suspected site contaminants. Appropriate EP A analytical metboda shall be used. LEACHATE MONITORING The leachate collection and removal system (LCRS) shall be inspected weekly for fluid accumulation. The Discharger shall report, on a quarterly basis, the weekly fluid levels and total quantity of fluid removed from the LCRS during the quarter. Any fluids occurring in the LCRS during a quarter shall be analyzed for the parameters listed below, under Ground Water Monitoring. The results of these analyses shall be reported to the Regional Board quarterly. Collected leachate must be managed in conformance with the waste discharge requirements and with Chapter 15. The LCRS shall be tested at least annually to demonstrate proper operation. The results of the tests shall be compared with earlier tests under comparable conditions. The results of the test shall be evaluated and submitted to the Regional Board. MONITORING ANDt:.roRTlNG PROGRAM CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY e WATER QUALITY MONITORING -4- Water quality monitoring shall be performed in accordance with the provisions Article S of Chapter 15, ·Water Quality Monitoring for Classified Waste Management Units-. The following interim water quality monitoring requirements shall apply until revision of this Monitoring and Reporting Program upon approval by the Executive Officer of a detection monitoring program submitted pursuant to Order No. 93-343. '..' The Discharger shall provide, to the Regional Board staff, a two-week notification prior to the dates of any planned sampling events. ' - GROUND-WATER MONITORING . - --- -- ,- - -- --~. Monitoring points (including background) for detection monitoring shall be those listed in this Monitoring and Reporting Program and shown in attachment B. The following detection monitoring program shall be implemented at the facility to determine compliance with the Water Quality Protection Standard. The monitoring network shall consist of at least one background monitoring well and two downgradient monitoring wells for each water bearing zone. Samples from all monitoring wells shall be analyzed for the following parameters and constituents at the indicated frequencies: Parameters Report in Units of Specific Conductance (field) pH (field) Temperature (field) Turbidity (field) Total Dissolved Solids Chloride I. Total petroleum hydrocarbons (fPHY as gasoline as diesel Volatile Organicr Title 22 (CAM) metals µmhoslcm pH units ·C NTU mgll mgll µgIl µgIl µgIl µgIl 1 Representative composite samples prepared by: Sampling & Reporting Frequency -- --.-----.---- Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly TPH as gasoline EPA Method 5030/8015M TPH as diesel EP A Method 3SS0/8015M and analyzed by OCIFJD. Analytical detection limits shall be as close to 50 pgll as possible. 2 BPA Methoda 601 and 602. or BPA Method 502.2. or EPA Method 502.1. or EPA Method 524.2 shall be used. AD peW aha11 be reported. MONITORING AND~RTING PROGRAM CLEANS OILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY e -5- The Discharger shall determine at each sampling whether there is a statistically significant increase over water quality protection standards for each parameter and constituent analyzed. The ground water surface elevation (m feet and hundredths, mean sea level) in all wells shall be measured each time a well is sampled and used to determine the velocity and direction(s) of ground water flow. This information shall be displayed on a water table contour map andlor ground water flow net for the site and submitted with the quarterly report. VADOSE ZONE MONITORING The Discharger shall implement a vadose zone monitoring system. The system shall consist of a neutron moisture detection device below the LCRS collection sump, beneath the liner. Background soil moisture conditions must be determined prior to the placement of contaminated soils in the units. The vadose zone shall be monitored quarterly. Results of the neutron moisture readings shall be presented in both tabular and graphical form and submitted quarterly. WATER QUAUTY PROTECTION STANDARD Quarterly samples shall be taken from background monitoring well(s) and ana1yzed for each of the parameters and constituents listed under -GROUND WATER MONITORING- above. Analyses shall account for measurement errors in sampling and ana1ysis. Data from these ana1yses shall be used by the Discharger to recommend a proposed Water Quality Protection Standard and an appropriate statistical eva1uation method for board approva1. IT subsequent sampling of background monitoring wells indicates significant water quality changes due to either seasonal fluctuations or other reasons unrelated to waste management activities at the site, the Discharger may request modification of the water quality protection standards. STATISTICAL PROCEDURES FOR DETERMINING SIGNIFICANT INCREASES The significance of increases in indicator parameters and waste constituents over water quality protection standards shall be established through the use of appropriate statistical procedures as listed in the Standard Provisions. MONITORING ~ORTING PROGRAM CLEANSOn..s CALIFORNIA, INC. SOIL TREATMENT F ACß...ITY KERN COUNTY e -6- The Discharger shall implement the above monitoring program on the effective date of this Order. Ordered by: W]L..~. U Wll..UAM H. CROOKS, Executive Officer 9 December 1994 (Date) -----_.-- .- DKP:dkp/fmc: 12/9/94 Rosedale 58 Hlg1wav ~e lone ~ lone FACIUlY Ton Hwf· 119 N ~ 178 184 ~ Panama Rood ~ CleanS oils California, Inc. White Lane Soil Treatment Facility Kern County SE 1/4) Section 17) T30S) R28E) MDB&M Approx. scale: 1 inch = 9 miles ATTACHMENT A :> e WhHe lane 1 I I I I I Facility boundary ~I I I I I I I I I I Office frailer Berm I I MW-2 (P)00MW-6 (I) MN-3 (qf I I Product storage area I Scale PaOOi1g I I I I I~ E I <I> <I> ,ID ID '-- - - . 1--- . I Feedstock I MW-4 (P) staging area ClassllWMU I 0 I I MH- 1 (P) I CJ 00MH-5 Berm l - - - - - -- - - - - - - - - - - J o = Monitoring weD (I) = weD Is screened across Intermediate wa1er fable (P) = weft Is screened across Perched wa1er fable N ~ CleanSoils California, Inc. White Lane Soil 'fteatment Facility Kçrn County SE 1/4, Section 17, T3OS, R28E, MDB&M Approx. scale: 1 inch = 250 feet ATfACHMENT B ~ ' e e INFORMATION SHEET CLEANSOILS CALIFORNIA, INC. SOIL TREATMENT FACILITY KERN COUNTY CleanS oils California, Inc. proposes to construct a soil treatment facility to process nonhazardous soils contaminated with hydr<x.zbons. The proposed facility is to be designed, constructed, and operated to contain a Class IT waste pile in accordance with requirements of Chapter 15. The facility will be in the City of Bakersfield at the comer of White Lane and Cottonwood Road. The Discharger proposes to utilize a wthermal desorptionw process to volatilize, and then destroy by combustion, hydrocarbons from nonhazardous contaminated soil. Nonhazardous soil contaminated with crude oil, diesel, gasoline, lubricating oils and grease, fuel oil, and various fuel storage tank sites and refinery related process waste streams will be accepted. The proposed facility is at the southern end of the San Joaquin Valley on deposits consisting of fine-grained silty to clayey sand. Perched ground water occurs at approximately 30 feet below ground surface. Perched ground water quality is good, with an average electrical conductivity (EC) of approximately 1300 µmhos/cm, total dissolved solids (fDS) of approximately 1075 mgll, and pH of 7.8. Regional ground water is approximately 145 feet below ground surface. The background quality of the ground water is good, with av EC of approximately 625 µmhoslcm, IDS of approximately 470 mgll, and pH of 7.8. The waste management unit will be lined with, from bottom to top: a 40 mil HDPE geomembrane; an LCRS consisting of a six inch layer of sand underlying the entire waste management unit and a PVC extraction pipe at the lowest point of the geomembrane; twelve inches of compacted soil; and a six inch operating layer of roadmix asphalt. The Discharger proposes to manage the contaminated soils for treatment, and the treated soils for disposal/reuse, on the basis of generator, soil type, and initial hydrocarbon concentration. The Discharger plans to use the treated soils for roadmix feedstock and for various engineered fIll materials. Vadose zone and ground water monitoring systems are required On 9 December 1994, the Regional Board adopted a Negative Declaration for operation of this facility. ì I I ! . -. RECORD OF TELEPHONE CONVERSATION Location: 96 ~ E,. u~. -Ie. Lb'\. C I e~,^ g~I('S ( fJ~ð'Sc?J ID# ( :S-Z 7 4~.ltL, ') Business Name: "'~ Contact Name: j 0 ~( PÐ Þ'I-1 er e.A ~ Business Phone: '3. q?.,.. 2.. 1 40 FAX: InspeCtor's Name: ~ Time of Call: Date: 1'2-.(/4 ("4 Time: 10: 4~ # Min: I~ Type of Call: Incoming [ ] Outgoing ~ Returned [ ] Content of Call: ~((cvJ" ùp CV\ &O,q~1c:. t2e.: S' w&c.B We.g~ c Ju~(;Le~¡.fL "'" .~ ~\~ ~~·(t41/ó jo~{ $.Ci/J , *e.. f~YIA.'+ ¿:+ #e ~e~-rl~,:) ti L J j f~¡-. It) <2 ~ I V'\ rp Jtj' /?t~ 'ð I "\ ~~.. -, ~ 3lfiIJ c)crf'MeJ 's fI-4~o f~I'1q:+ Þ¡e@.r,:'~ SWCQC,ß ~n-.tA4-~( Cc)V\.$+r""c-+1CI<"'\. W \ l( Actions Required: ::r: t::'4Jv1sej ~+=- ~ ~us:,,,,e~s fl<!:.Þ\ WdIJ/) b¿, reø¿~"~ k>r -f'ke.. ""~+«ff~,(> ð"'- <;t+e.,; ~. 5· Jle~~.l -f~~tø\~/ u~~+e.... f t (£~" e k, Time Required·to Complete Activity # Min: (~ ~ BAKERSFIELD e . - Economic and Community Development Department MEMORANDUM November 15, 1994 TO: Jim Eggert, Development Services FROM: Charles Webb, Economic Development ~ SUBJECT: Clean Soils Inc., SPR #199·93·45 (903 E. White Lane) I recently received notice from the California Regional Water Quality Control Board regarding a hearing for waste discharge requirements by the above company (see attached). In reviewing the project desciiption, I noticed the company intends to bring soil classified as Class IT and use a "thermal desorption process" to eliminate the contaminates from the soils. This process was not a part of our original discussions with this company. They originally intended to bring the processed soils from their other site to this facility for use in concrete batch mixing and landscape material. Please review the attached report to determine if this additional process will require additional conditions to be placed on the development. I spoke to the new project manager for the site and requested him to provide you an updated project description as soon as possible. You may wish to call him, Joel Pomerene (397-2740). Please keep me informed on any additional conditions you place on this project. If I can be any assistance please call. ~ Ralph Huey, Haz Mat attachment cw t,TATe OF CALIFORNIA· En'<ltromwntll Þf 'f i € ~~ PETE WILSON GOWfnOf " ~-¡ ~~, CALIFORNIA REGIONAL WATER QUAlITY CONTROL BOARD CENTRAL V ALLEY REGION 31'4 E..t A.hlan Avenue Fr..no, CA 13728 PHONE: (201' 446-511 e FAX: (209) 446-61'0 4 November 1994 Cleansoils, Inc. 2360 West County Road C Roseville, MN 55113 NOTICE OF PUBUC HEARING Three (3) copies of a Notice of Public Hearing concerning your waste discharge requirements and one (1) of a Proof of Posting form are enclosed. Regulations require you to comply with the items checked below: . [X] By 7 November 1994, post one (1) copy of the Notice at the nearest city hall or county courthouse; and one (1) copy at the post office nearest your facility. [X] By 7 November 1994, file with this office Proof of Posting, using the enclosed form. w~ pj,'J;. WILLIAM F. PFIS~ - . Supervising Engineering Geologist CEO No. 931 DKP:fmc Enclosures cc: See next page ' Cleansoils, Inc. e -2- e ~, '~ 4 November 1994 cc: U. S. Environmental Protection Agency, Region 9, San Francisco U. S. Fish and Wildlife Service, Sacramento U. S. Army Corps of Engineers, Sacramento District Office of Chief Counsel, State Water Resources Control Board, Sacramento Division of Clean Water Programs, State Water Resources Control Board, Sacramento Office of Historic Preservation, Sacramento Department of Health Services, Office of Drinking Water, Fresno Department of Fish and Game, Region IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Environmental Health Department, Bakersfield Kern County Planning Department, Bakersfield ~ Charles G. Webb, City of Bakersfield, Bakersfield Joel Pomerene, Cleansoils, Bakersfield Morton Recycling, Maricopa Envirocycle, McKittrick RRT, Maricopa Gibson Environmental, Bakersfield Sanifill, McKittrick TPS Technology, Adelanto Laidlaw, Lokem James Francis, Bakersfield Randy Parker, Arvin Michael Warner, Los Angel~ ..4 ~ e e CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION 3614 East Ash1an Avenue Fresno, California 93726 NOTICE OF PUBUC HEARING and Notice of Consideration of Wasæ Discharge Requirements and Negative Declaration for CLBANSOILS, INC. SOIL TRBA TMENT FACllJTY KERN COUNTY The Regional Board is proposing to issue Waste Discharge Requirements to CleanSoils, Inc. for the operation of a soil treatment facility. The facility is at 903 East White Lane, at the intersection of White Lane and Cottonwood Road, in the City of Bakersfield. The facility will include a lined Class n waste pile, with a leachate collection and removal system, vadose zone monitoring, and ground water monitoring, in accordance with Title 23, CCR, Section 2510 and following (Chapter IS). The Regional Board conducted a focused initial study and concluded that the subject facility will have no significant adverse impacts on the environment. Therefore, the Regional Board is also proposing to adopt a Negative Declaration for the facility. A public meeting concerning this matter will be held as follows: TIME: 9 December 1994 9:00 AM State Capitol, Room 2040 11th Street, between 'L' and 'N' Streets Sacramento, California DATE: PLACE: Persons wishing to comment on or object to the proposed requirements or negative declaration are invited to submit same in Writing to the Regional Board no later than 7 December 1994. All comments and objections received by this date will be considered in the final recommendations made to the Board. After considering comments and objections, the Board may adopt Waste Discharge Requirements and the Negative Declaration. Copies of the proposed requirements and related documents are available for review and may be obtained from the Regional Board office on weekdays, between 8:00 AM and 5:00 PM. Anyone having questions regarding these requirements should contact Doug Patteson at (209) 445-6191. ~ -, ~- e e NOTICE OF PUBUC HEARING CLEANS OILS INC. SOIL TREATMENT FACILITY -2- Please bring the above information to the attention of anyone you know who would be interested in this matter. ~ W&þ~ Wll..LIAM F. PFIS Supervising Engineering Geologist CEO No. 931 Dated: 3 November 1994 WP:DKP/fmc l:ATI ~ ~. ~CM,,*"" .L A.f1IttøI \:AUFORNIA REGIONAL WA TEA QUALITY CONTROL BOARD CENTRAL VAlLEV REGION 1.,4 Eaet .uHM A....... Fneno. CA U72. PHONI:~.~"" FAX: (201) ...."'0 Ckansoi1s, Inc. 2360 West County Road C Roseville, MN "113 . NOTICB TENTATIVE W ASTB DISCHARGE REQUIREMENTS AND NEGATIVE DECLARATION FOR CLEANSOn.s, INC. SOIL TRF..A TMÉNT FACUlTY KERN COUNTY PfTI MJON. 0cMnw . November 1994 Any comments or recommendations you may have concerning this tentative Order or Negative Declaration should be submitted to this office in writing by 7 December 1994 in order that consideration may be given them prior to the meeting of the Regional Board. If you have any questions, please call Doug Patteson of this office at (209) 445-6191. 4~:'o w~PJ,~1:: WILUAM P. p~""-. Supervising Engineering Geologist CEO NO. 931 DKP:fmc Enclosures: Tentative Order Standard Provisions (Discharger only) cc: See next page Cleansoils, Inc. . -2- e 4 November 1994 cc: U. S. Fish and WUdlife Setvice, Sacramento U. S. Army Corpa of EJ1¡ineerl, Sacramento District Offiœ of Chief CounJd, Stale WatI:r Resources Control Board, Sacramento Division of Clean Wattz Propams, State Wit« Resources Control Board, Sacramento Mr. Michael Fmch, California Waste Management Board, Sacramento Office of Historic Preservatioo, Sacramento Department of Health Services, Office of Drinking Waœz, Fresno Department of Fish and Game, Re&ion IV, Fresno Department of Water Resources, San Joaquin District, Fresno Kern County Environmental Health Department, Bakersfield " Kern County Planning Department, Bakersfield """Charles G. Webb, City of Bakersfield, Bakersfield Joel Pomerene, Cleansoils, Bakersfield Morton Recycling, Maricopa Envirocycle, McKittrick RRT, Maricopa Gibson Environmental, Bakersfield Sanifill, McKittrick TPS Technology, Ade1anto T .aidlaw, LoJœm James Francis, Bakersfield Randy Parlœt, Arvin Micbae1 Warœz, Los Angeles CAIJPoL ~i!\1~ tJ~OL BOARD CENTRAL V AU.EY REOION ORDER NO. _ WASTB DISCBARGB REQUIREMENTS POR CL8ANSOILS, INC. SOIL TREATMENT PACllJTY KERN COUNTY The California Regional Water Quality Control Board, Central Valley Region, (hereafter Board) finds that: 1. CleanSoils, Inc. (hereafter Discharger), . Minnesota corporation, submitted a report of waste discharge and hydrogeologic characterization on 12 July 1994. The Discharger proposes to construct a soil treatment facility to process nonliazardous hydrocarbon contaminated soils. 2. Contaminated soils will be contained on Class ß waste piles, which will be designed, constructed, and operated pursuant to the provisions in Title 23, California Code of Regulations (CCR), Section 2510 and following, (hereafter Chapter 15). 3. Tbc facility is at 903 East White Lane, at the intersection of White Lane and Cottonwood Road in SB 114 of Section 17, T30S, R28B, MDB&M as shown on Attachment A, which is incorporated herein and becomes part of this Order. The assessor parcel numbers for the lite are 172-070-20 and 21. 4. These waste discharge requirements (WDRs) regulate only the facility, and not the reuse of treated or recycled waste at other locations. The Discharger needs to obtain concurrence that the reuse of treated or recycled waste poses no threat to the waters of the state or human health and the environment in accordance with applicable local, state, and federal regulations. WASTES AND l1i£IR CLASSIFICATION S. Soil contaminated with crude on, diesel, mi.netal oils, lubricating oiJs and grease, Iud oils, and various under¡round storage tank and other petroJcwn refinety !dated process waste streams will be accepted. The refinety related waste will include soilJ conþmi"8ted by refined materiSl1, of diesel, naphtha, kerosene, lube oils, and crude oil. No liquid waste of any type will be accepted at the site. Any wastes originating from a refinery need concurrence from the Department of Toxic Substances Control (DTSC) that the waste is not a RCRA waste. 6. The Discharger proposes to accept soils classified as 'designated' wastes, in accordance with criteria in Chapter IS. The Discharger proposes to only accept soils with the following maximum contaminant concentrations: · W ASTB D1SCHAllOB ytfUDŒMENTS CLBANSOn.s, INC. SOIL TREATMENT PAcnJTY KERN COUNTY e -2- 10,000 m¡Ik¡ ~,OOO m¡Ik¡ 100,000 m¡Ik¡ 250,000 mgIka TPH u gaJOline TPH u diese1 TPH u oil TPH u crude oil. 7. The untreated soils contain petroleum fractions and other pollutants which pose a threat to water quality if stored or discharged in an uncontrolled manner and are, therefore, classified as 'designated wastes' using the criteria set forth in Chapter IS. After treatment, the soils may also contain leachable pollutants which could be considered 'designated' depending upon the final location. Therefore, the treated soils may also be classified as 'designated wastes' using the criteria set forth in Chapter IS. DESCRIPTION OF THE SITE 8. The facility is located on a portion of an 77 acre parcel in the southeast quarter of Section 17, T30S, R28B, MDB&M, in the incorporated area of Bakersfield, in Kern County, California. The native ground surface of the site slopes to the south with an approximate devation of 360 feet mean sea level (MSL). 9. Land within 1,000 feet of the Cacility is used for agriculture. 10. There are no known active faults traversing or projected through the site. The White Wolf fault is approximately IS miles to the southeast, the Kern Canyon fault is approximately 30 miles to the east, and the San Andreas fault is approximately 40 miles to the southwest. The maximum probable earthquake in the site vicinity is estimated to be magnitude 8.25 on the San An(treas fault, with a peak ground acce1emion of 0.3 I. 11. The facility has an average annual precipitation of approximately 6.1 inches and ~ual evaporation of appro,rim2tdy 63 inches, based on information from the Department of Wit« Resources and the Kern Water Agerq 12. The lOO-year and lOoo-year, 24-hour precipitation events are estimated to be 2.15 and 2.79 inches respectively, based on a climatologiC31 station in Bakersfield (Sec. 2, 1'29S, R27E). SURFACE AND GROUND WATER 13. The facility is on the Kern River alluvial fan. Soils underlying the site are of the Kimbedina fine sandy loam, and are moderately permeable. W ASTB DISCHAJlalBQU1lŒMBNTS CLE.ANSOn.s, INC. SOIL TREATMENT FACILITY KERN COUNTY . -3- 14. Subsurface investiption indicates that the uppez 30 feet of soU con.åJts of I brown to dark brown, fine ¡rained sandy silt. Prom approximately 30 to 40 feet is a horizon of sand" Beneath the sand is clay and clayey silt which forms an aquitard resulting in a pezched water table across the western portion of the site. Prom 40 to 80 feet, channelized sands from the old Kern River system exist with thin interbeds of silt and clay. Lithology from 80 to 130 feet is characterized as inteJbedded sands, silts, and clays caused by the meandering course of the Kern River. Coarse sands make up an unconfined aquifer below 130 feet. IS. Three on-site ground water monitoring wells ranging in depth from 37 to 39 feet were installed in the perched ground water zone. Perched ground watez occurs at approximately 340 feet MSL (30 feet below ground surface). Background perched ground water quality is genen1ly ¡ood, with an average specific electrical conductivity (EC) of approximately 1300 I'mhQslcm, total dissolved solids (TDS) of approximately I07S mgll, and pH of 7.8. 16. Three on-site ground water monitoring wd1s ranging in depth (rom ISO to IS5 feet were installed in the regional aquifer. Regional ground water occurs at approximatt'1y 22S feet MSL (14S feet below ¡round surface). The hydraulic gradient is approxim~te1y 0.0080 Nit, with flow direction toward the northeast. The background quality of the ground water is generally good, with an Be of approximately 62S I'mhosIcm, TDS of approximately 470 mgIl, and pH of 7.8. 17. The existing beneficial uses of the around water near the facility are municipal and domestic supply, a¡ricu1tura1 supply, industrial process supply, industrial service supply, contact and noncontact recreation, and wildlife habitat. 18. The facility is not within . tOO-year flood plaia. DF.SIGN AND OPERATION OF CLASS n WASTE MANAGEMENT tJNIT(S) 19. The Discharger proposa to operate a lined system with a 1eacbate collection and removal system (LCRS) for containment of un~ted hydrocarbon-contamjn~ted son in a Class n waste management unit. The liner will consist of, from bottom to top: a 40 mil HDPE geomembrane; an LCRS consisting of a six inch layer of sand underlying the entire waste management unit and a PVC extraction pipe at the lowest point of the geomembrane; twelve inches of compacted soil; and a six inch operating layer of roadmix asphalt. A neutron moisture detection probe access tube will be installed beneath the liner, under the lowest point of the LCRS collection sump. W ASTB DISCRARGBeQUIREMBNTS CLBANSOn.s. INC. . son. TREATMENT PACJIJTY KERN COUNrY e + 20. The DiJclw¡er proposa to mana¡e the contaminated soils for treatment, and the treated soils for disposa1Irewe, on the basis of ¡enerator, soil type, and initial hydrocaIbon concentration. Treatment may be by thermal desorption or by bioremediation. AU treatment by bioremediation will be done on the Class n waste management unit. Soil from different sources will be handled separately until chemical analysis confirms that treatment is complete. The Discharger plans to use the treated soils for roadmix feedstock and for various engineered fill materials. CHAPI'F.B 15 CONSIDERATIONS 21. This Order implements the prescriptive standards and peñormance goals of Cbaptet IS, which became effective 27 November 1984, and revisions to Article S of Chapter IS which became effective 1 July 1991. CEQA CONSIDERATIONS 22. 'The Board, actin¡ as lead ageocy, adopted a Negative Declaration addressina potential ground watez quality impacts 011 9 Decembez 1994 for the proposed project in accordance with theprovisioos of the California Environmental Quality Act (Public Resources Code Sectiœ 21000, and following). Kem County adopted an EIR for the Casa Lorna Specific Plan, which includes the location of this project, on 2S August 1986. OTH.KK LEGAL REFERENCES 23. The Board adopted the Wattr QuoliIy Control Pkmfor the Tulare lAke Basin (ID) on 2S July 1975. 24. 'The Board bas notified the DiJchar¡er and interested agencies and persons of its intent to pmaibe waste diacJw¡e requirements for this facility. and bas provided them with an opportunity for a public bearin¡ and an opportunity to submit thcir written views and recommendationI. 2S, In a public hearing, the Board heard and considered all comments pertaining to this facility and its operation. IT IS HEREBY ORDERED that CleanSoils, Inc., its agents, successors, and assigns, in order to meet the provisions of Division 7 of the California Water Code and the regulations adopted thereunder, shall comply with the following: W ASTB DISCHAll~UI1lBMBNTS CLEANSOn.s, INC. son.. T1ŒA'I'MENI' PACIUI'Y IŒRN COUNfY e -,- A. ProhlbltloD!: 1. The acceptance, treatment, or discharge of 'hazardous waste' at this facility is prohibited. For the purposes of this Order, the term 'hazardous waste' is as defined in Chapter 15. 2. The discharge of liquid or semi-solid waste (i.e., waste containing less than SO percent solids) or solid waste containing free liquid or moisture in excess of the waste's moisture holding capacity is prohibited. 3. The discharge of liquid to any waste management unit, other than the minimum amount of water necessary for dust control, is prohibited. 4. The dischar&e of solid waste, liquid waste, or leachate to surface waten, surface water drainage courses, or ground water is promòited. The discharge of waste or waste coostituents to natural geologic materials, ground water, or surface water is prohibited. S. The discl\a'1C of treated 01' untreated soU within 100 feet of surface watm is prohibited. 6. The accumulation of wastes or materials which have the potential to reduce or impair the integrity of containment structures or which, ü commingled with other wastes in the unit, could produce violent reaction, heat or pressure, fire or explosion, toxic by-products, or reaction products, which, in turn: L require a hi¡htz Jevd of CQntainment than provided by the unit; or b. are 'restricted hazardous wastes'; or c. impair the integrity of containment structures; is prohibited. 7. The dischar&e shall DOt cåuse any increase in the concentration of waste constituents in soU or other geologic materials outside of the waste management unit ü such constituents could migrate to waters of the State and cauSe a condition of pollution or nuisance. WASTE DISCBAR~UIRBMBNTS CLEANSOD.-S,INC. SOn. TREATMENT PACIL11'Y KERN COUNTY e -6- B. SpedncattoDl: GENERAL SPECIFICATIONS 1. Only soDs u described in Ftndlnp 5 and 6 may be accepted, stored, or treated at this site. 2. Contaminated or treated soils shall only be stored or treated in, and shall be confined to the Class ß waste management units, the thermal desorption unit, or storage units specifically designed and constructed for their containment. Except during thermal treatment, the contaminated soil piles shall at all times be covered with a synthetic liner (minimum 4 m1 thickness), including during bioremediation. Individual contaminated soil piles shall be kept separated from each other. The contaminated soil piles shall be.treated until representative samples indicate concentrations are less than: 10 m¡/kg 100 m¡/k& 0.1 m&IkI 0.1 m¡Ik¡ O.~ m¡/kg O.~ ma/kI TPH as Gasoline TPH as Diesel Ben7.ene Toluene Ethylbenzene Xylenes 3. On-site or off-site storage, disposal or reuse of treated soils and any discharge of residual wastes from the recycling of treated soils sbaU be according to the requirements of Chapter 1~, in a manner which is consistent with the waste's c1assifkatiœ. 4. All liquids generated from truck washout, or other equipment cleaning, will be collected aDd contained on-site. On-site or off-site storage, disposal, or reuse of this liquid shall be according to the requirements of Chapter 15, in a tnanner which is consistent with the waste's classification. S. A minimum separation of S feet shall be maintained between wastes and the highest anticipated elevation of underlying ground water, including the capillary fringe. WASTE MANAGEMENT UNIT SPECIFICATIONS 6. The Discharger shall comply with the applicable provisions of Chapter 15 regarding all aspects of construction. The liner system shall be constructed as WASTE DISCHAR~ Cl..EANSOn.s, INC. SOIL TREATMENT PACDJTY KERN COUNTY e -7- described in F1nd1n& 19. Prior to construction of the facility, the Dischar¡er sha1l submit for Executive Officer review and approval pursuant to Provbloa D.14.b, final de3i¡n plans and specifications includinl a QAI~ plan, that assures the desi¡n and cœstruction are in accordance with this Order, and Chapter IS. 7. A final construction report certified by a California registered civil enginea' shall be submitted within 60 days after construction completion. 8. Materials used to construct liners shall have appropriate physical and chemical properties to ensure containment of discharged wastes over the operatin¡life, closure, and post~losure maintenance period of the Class n waste management unit. 9. Materials used to construct leachate collection and removal systems (LCRSs) shall have appropriate physical and chemical properties to ensure the required transmission of leachate over the life of the Class n waste management unit and the post-dosure maintenance period. 10. LCRSI shall be ~igned, constructed, and maintained to conect twice the anticipated daily volume of 1eacbate generated by the Class n waste management unit and to prevent the buildup of hydraulic head on the underlying liner or underlying natural geologic materials of low hydrauUc conductivity at any time. The pressure head in any LCRS sump shall be kept to a maximum of one foot. WATER QUAUTY PROTECTION STANDARD 11. The Water Quality Protection Standard, as defined in Section 2550.2 of Chapter IS, sbaI1 consist of constituents of conœm, their concentration limits, the point of comp1.iancc, and aU water quality monitoring points. Constituents of Concern shall include aU waste constituentJ, and their reaction products, that are reasonably expected to be in or derived from waste contained in the waste management units. Concentration limits shall consist of background concentrations of each constituent of concern in each monitoring medium. For each monitoring event, the Discharger shall determine whether there is statistically significant evidence of a release from a waste management unit and whether the waste management units are in compliance with the Water Quality Protection Standard using procedures specified in Section 2550.7(e) of Chapter 15. Constituents of concern and monitoring parameters, their concentration W ASTB DISCBAROB ~UIRBMENTS CLEANSOn.s, INC. son, TREATMENT PACIUTY KERN COUNTY e .8- limits, the point of compliance, and all water quality monitoring points are specified in Monitoring and Reporting Program No. 94-xxx. 12. The concentratiOOJ of monitoring parameters or waste constituents of concern in waters passin¡ through the points of compliance shall not exceed the concentration limit of the water quality protection standards for ground water, surface water, and vadose zone, established pursuant to Monitoring Program No. 94-xxx. 13. The Discharger shall submit a report pursuant to the time schedule outlined in Provision 14.e, proposing a water quality protection standard for each medium monitored (ground water, surface water, and vadose zone). The water quality protection standard shall include the following: a. Constituents of conœm, including all waste constituents, reaction products, and hazardous constituents that are reasonably expected to be in or derived from waste contained in the treatment or storage unit, pursuant to Séctioo 2550.3 of Chapter 15. b. A medium-specific concentration limit for each constituent of c:oocem pursuant to Sectioo 2550.4 of Chapter 15. c. The water quality protection standard shaD apply during the active life of the facility, the closure period, the post~osure maintenance period, and during any compliance period under Section 2550.6 of Chapter 15. VADOSE WNE MONITORING SYSTEM SPECIF1CATIONS 14. A vadose zone monitoring system shall be implemented. 1be system shall consist of a neutron moisture detection probe conductor casing which shall be installed appro,:¡m~te1y one foot below the 40 mil HDPE 1inel at the lowest point of the containment suinp of the waste IJ1anagement unit. GROUND WATER MONITORING SYSTEM SPECIF1CATIONS 15. The Discharger shall comply with Monitoring and Reporting Program No. 94-xxx, which is attached to andoiade part of this Order. 16. The Discharger shall establish a ground water monitoring system in compliance with section 2550.7 of Chapter 15. Pursuant to the time schedule outlined in ProYhlon 14.cI, the Discharger shall submit for review and , WASTB DISCBAR~UIREMENTS CLEANSOILS, INC. SOIL TREATMENT PACIUTY KERN COUNTY e -9- approval by the Executive Offictt and subsequent incorporation into Monitoring and Reporting Pro&ram No. 94-xxx, a proposal (or a ¡round water monitoring system that shall include: a. A scaled draWing of the facility delineating the point(s) of compliance at which the water quality protection standard will apply, pursuant to Section 2550.5 of Chapter 15. The point of compliance shall be a vertical surface at the hydraulic downgradient limit of the waste management unit, extending through the uppermost aquifer underlying the unit. b. A scaled drawing of the facility deJiQeating monitoring points at the points of complianoe and locations as required for the determination o( background water quality, pursuant to Section 1550.7 of Chapter 15. Monitoring points shall be sufficient in number, location, and depth to provide the earliest possible detection of a release from the facility and adequately represent the quality of waters passing the pointJ of compliance. Ground water monitoring points shall include the zone(s) of highest hydraulic conductivity. c. Water quality monitoring programs for ground water, surface water, and the unsaturated zone punuant to Section 2SSO.7(d) of Chapter 1S. d. A sampling plan including: 1. Proposed constituents of concern, and associated monitoring parameters pursuant to Sections 2S50.3 and 2SS0.8(e) of Cbapt« 15. 2. Proposed samplin¡ methods pursuant to Section 2SSO.7(e)(12) of Cbapta' IS. 3. Proposed sampling frequency for monitoring parameters and constituents of concern. 4. Proposed statistical methods for analysis of detection monitoring data pursuant to Sections 1550.7(e)(T), 2550.7(e)(8), and 1550.7(e)(9) of Chapter 15. W ASTB DISCBAIlOB~UIREMENTS CLEANSOn.s,INC. son. mEA TMBNT PACILlI'Y JŒRN COUNTY e ·10- e. Procedures for cSeternúnation of the background values for each constituent of concern and monitoring parameter in each media monitored, punuant to Section 2550.7(e)(10) of Chapter 15. f. General water quality monitoring systems requirements pursuant to Section 2550.7 of Chapter 15. g. A time schedule for implementation of the detection monitoring program, which includes the start of any necessary construction within 30 days of Executive Officer approval of the proposed monitoring program. PR0TECl10N FROM STORM EVENTS 17. The Class n waste management unit shall be designed, constructed, and operated to prevent inundation or washout due to floods with a lOO-year return period. 18. The Class U waste INnagement unit shall be constructed and maintained to prevent, to the peatest extent possible, "ponding, infiltration, inundation, erosion, slope failure, washout, and overtopping under l000-year, 24-hour precipitation conditions, as described in Flnd1n& 12. 19. Facility precipitation and drainage control systems shall be designed and constructed to accommodate the anticipated volume of precipitation and peak flows from surface runoff under l000-year, 24-hour precipitation conditions, as descnòed in F1ndln& 12. 20. Sudace drainage froQ1 tnõutary ~ and internal site drainage from mace or subsurface sources shaJl not contact or perco1a.te through wastes. 21. Annually, prior to the anticipated rainy season, but no 1ater than 31 October, any necessary erosion control measures shall be impJemeqted. Any necessary construction, maintenance, or repairs of precipitation and drainage control facilities shall be completed to prevent erosion or flooding of the facility, to prevent surface drainage from contacting or percolating through wastes, and to prevent storm-water runoff from the facility. All stormwater shall be collected and contained on-site. This water must be managed in a manner consistent with Chapter 15. · WASTBDISCHAJt~UIREMBHTS CLEANSOn.s, INC. . son. TREATMENT PAcn..rrY KERN COUNTY e -11- CLOSURE SPEC1FICA TIONS 22. At closure of the waste mana¡ement units, all residual wastes, including liquids, sludges, precipitates, settled solids, liner materials and adjacent natural geologic materials contaminated by wastes, shall be completely removed and discharged to an appropriate waste management unit. c.. Flnanclal Assurance: 1. The Discharger shall obtain and maintain assurances of financial responsibility for initiating and completing corrective action for all known or reasonably foreseeable releases from the contaminated soil storage and/or treatment units pursuant to Section 2SSO.O(b) of Chapter IS. The Discharger shall submit to the Board for review and approval a proposed financial assurance mechanism in accordance with Provision 14.a.l. The financial document shall be reviewed annually and revised as necessary. A report demonstrating the adequacy of the financial assurance mechanism shaJl be submitted by 31 Ja.DWU7 of each year foDowin¡ adoption of this order. 2. The DiJcharger shall also establish and maintain an irrevocable closure fund or other means of financial assurance pursuant to Section 2S8O(f) of Chapter IS. The DiJcharget shall submit to the Bœrd for approval. closure and post- closure maintenance plan in accordance with Provision 14.1.2 and 14.1, describing the methods and controls to be used to assure closure and post- closure of each unit and protectiœ of the quality of surface and ground waters of the area durin¡ final operations and during any proposed subsequent use of the land. '1be plan must include: L an estirute of closure and post-closure maintenance costI, b. . proposal for a trust fund or eqUivalent financial arran¡ement to provide sufficient fundin¡ for closure and post-closure maintenance, and c. the amount to be deposited in the trust fund 01' equivalent financial arrangement each year. WASTE DISCBARGB.UIRBMENTS CLF..ANSOILS. INC. . SOn.. TREATMENT PAcnJTY KERN COUNTY e -12- 'Ibis plan sball be prepared by or under the supervisioo of a California registered civil engineer, updated annually. and submitted to the Board by 31 January of each year. The method used to close each waste management unit at the facility and 'maintain protection of the quality of surface and ground waters shall comply with waste discharge requirements established by the Board and the most current version of the closure and post-closure maintenance plan which bas been approved by the Board. The final report shall be submitted at least 180 days prior to final closure of the facility. D.. Prov1stoos: GENERAL PROVISIONS 1. The Dischar¡er shall comply with those applicable sections of the ·Standard Provisions and Reporting Requirements for Waste Discharge Requirements- dated September 1993. which are attacbed hereto and by reference a part of this Ordet. The facility is subject to applicab1c portions of the Standard Provisions and Reportin¡ Requirements, not the references to 40 CFR Part 2S8 and other solid waste specific regulations, which are contained in page 5-6 (Item 2d), and page 17 (Items 4, 6, 7, 10, & 11). The Standard Provisions and Reporting Requirements contain important provisions and requirements with which the Disclw¡er must comply. A violation of any of the Standard Provisions and Reportin¡ Requirements applicable to this facility is a violation of these WDRa. 2. The Discharger shall notify the Board in writing of any proposed change in ownership or responsibility 'for construction or operation of the facility. This notification shall be given 90 days prior to the effective date of the change and sbaU be accompanied by an amended Report of Waste Dischar¡e and any technical documents that are needed to demonstrate continued compliance with these WDRs. In the event of any change in ownership of this waste mana¡ement facility.·the Discharger shall notify the succeeding owner or operator in writing of the existence of this Order. A copy of that notification shall simultaneously be sent to the Board. Notification to the Board shall also comply with Section 259O(c) of Chapter IS. 3. The Discharger shall submit to the Executive Officer for review and approval a report descnòing a periodic load-checking program to be implemented by the Discharger pursuant to the schedule outlined in Provision 14.e The load- checking program shall be adequately designed to ensure that 'hazardous WASTB D~UIREMPNI'S CLEANSOn.s, INC. ' SOIL TRBA 'I"MENT PAcn.lI'Y KERN COUNTY e ·13- wastes' are not di3char¡ed to the waste mana¡ement unit. This program aha1l include but not be limited to: L Number of random loads to be checked pet month and/or year. b. Trainin& program for on-site personnel. c. Record keeping and reporting program. d. Program implementation schedule. e. Disposal alternatives for waste found to be in noncompliance with these WDRs. f. Posting of signs at facility. 4. The Diacbar¡cr sba11 maintain legible records of the volume and type of each waste acœpted or treated by the facility and each waste discbar¡ed to the waste ~emcnt uniL Such records shaJl be maintained at the facility until the beginnina of the post-closure main~~ period. These records shall be available for œview by representatives of the Board and of the State Water Resources Control Board at any time during normal business hoon. At closure, copies of these records shall be sent to the Regional Board. S. The Discharger shall control access to the facility at an times by a permanent fence and locking access gate(s). 6. Tbe post-closure maintenance period of the site shall continue until the Board determines that the closed waste management unit will not threaten ~ quality. 7. The Discharger shall-maintain a copy of this Order at the facility and make it avai1ab1e at all time3 to facility operating personnel, who shall be familiar with its contents, and to regulatory agency personnel upon request. 8. The Discharger or persons employed by the Discharger shall comply with all notice and reporting requirements of the State Department of Water Resources with regard to the construction, alteration, destruction, or abandonment of all monitoring wells used for compliance with this Order, as required by Sections 13150 through 13155 of the California Water Code. WASTB DISCHAJlO~ CLE.ANSOn.s, INC. SOIL TREA TMBNT PACIUI'Y KERN COUNTY e ·104- 9. 'Ibc Dischar¡er shall immediately notify the Board of any flooding, equipment failure, slope failure, or other change in site conditions which could impair the integrity of waste cootainment facilities or precipitation and drainage control structures. 10. The Discharger shall maintain waste containment facilities and precipitation and drainage controls, and shall continue to monitor ground water and the vadose zone in compliance with Monitoring and Reporting Program No. 93-xxx throughout the post-closure maintenance period. 11. The owner of the waste management facility shall have the continuing responsibility to assure protection of waters from discharged wastes and from gases and leachate generated by discharged waste during the active life, closure, and post-closure maintenance period of the Class n waste management unit and during subsequent use of the property for other purposes. COMPLIANCE SCHEDULE 12. The Dùcbar¡er sbaI1 complete the tasks outlined in these WDRs and the attached Monitorin¡ and Reporting Program No. 94-xxx in accordance with the following time IChedu1e: Iaù CompUanœ Date .. FllUn~1a1 Assurance 1. Submit proposed financial responsibility Before acceptance of assurance for corrective action for waste. review and approval, pursuant to Prov&lOD C.I. b. 2. Submit proposed financial assurance mechanism for ctoSUttlpost closure maintenance costs for review and approval, pursuant to Provision C.2. DesI&n and COnstroctlOD Plans Submit final site design plans and specifications for review and approval, pursuant to S~onB.'. Before acceptance of waste. Before construction of waste management units. W ASTB DISCBARcfiBQUIREMENTS CLEANSOn.5, INC. son. TRBA TMENT PACIUI'Y KERN COUNTY e e. Water Quanty Protection Standards Submit proposed water quality protection standard for the facility, pursuant to Specltkatlon B.13. Ground Water Monltorln¡ System Submit required ground water monitoring program, pursuant to Spedf1catlon B.16. Periodic Loåd Checkin& Prop-am Submit report that details of periodic load cbeckin¡ program, pursuant to Provision D.3. Closure Submit closure and post closure maintenance plan., pursuant to Provision C.2. d. e. f. ·1'· 180 days after adoption of WDRs. 180 days after adoption of WDRs. Before acceptance of waste. 180 days after adoption of WDRs. 13. The Discharger shall comply with an applicable provisiOOl of Chapter IS that are not specifica1ly referred to in this Order. 14. The Board will review this Order periodica11y and wiD revise these requirements when necessary. I, WILLIAM H. CROOKS, Executive Officer, do hereby certify that the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Central Valley Region, œ wn..IJAM H. CROOKS, Executive Officer DKP:dkp/fmc: 11/03/94 (Date) CAIlPO.REOIONAL WATER QUAUn' cenOL BOARD CBNTRAL V AI.1.BY RBOION MONITORING AND REPORTING PR()(JRAM NO. 94-xxx FOR CLEANSOILS, INC. SOn. TREATMENT FACD.JTY KERN COUNTY In reporting the monitorin¡ data required by this program, the Discharger shall refe¡- to the Standard Provisioos and Reporting Requirements. UNTREATF.D SOIL MONITORING The Discharger shall maintain a log of each incoming load of untreated soil and report to the Board quarterly: Parameter Reports Unit! of Quantity accepted Waste type Source(s) Major pollutant(st and range(l) of concentratioG cubic yards (cy) mgIk¡ . lIoJor pollrNtI øtII6pW ~..-w .....IøtW,..MIM. 1uJ, 4løå, If lll, lmIMw, 1tøIbtf #III. crvtÚ øIl, ..wrøl øIlI. 6Ibrlcatblf øIII øwI ",." .w ...,...."... -- ..... Soils shall be evaluated for hazardous characteristics, including toxicity, i¡nitability, reactivity and corrosivity by crittrla contained in Title 22, CCR, Division 4.S, Cbaptet 11, Article 3. Documentation of the non-bazardous nature of each lot of untreated soil shall be included in quarterly reports to the Board. The total amount of contaminated IOÏl accepted from a source shall be defined as a 'Jot'. For every lot of soil, composite samples shall be collected and tested as described below, before the soil is accepted at the Cacility. For any lot size of less than 400 cy, two (2) composite samples should be coUectcd and analyzed for representative tests. Pot lot sizes of 400 cy or great«, one (1) composite sample for every 200 cy of soil should be collected 8Dd analyzed for representative testJ. 'The foIlowing analyses need to be performed for eäch sampJc of untreated soils: . Parameter Report in Units of Total and extractablel inorganics, including Title 22 (CAM) metals 'mgll , ExtrøcIøIM ~.., tIN w... &A.... 7'_ " rwplntl VtIw "*' ~.. ."",,"" ~ _ tIN ~ '11truAol4 LbftII ~, III ~ 11d. 22, cat, Appetttlå 11 of Ot.øpur I'. DIvùIøt 4..1. MONITORING AND ~ PROGRAM CLEANSOILS, INC. SOn. TREATMENT FACUJTY KERN COUNTY e -2- Total petroleum bydrocarboos (TPH)' ISpso1ine IS diesel Aromatic volatile or¡anics', includin¡ Benzene Toluene Ethy1benzene Xylene(l) Other constituents known to be or suspected of being present in the soit m¡I1c¡ mglk¡ m¡Ik¡ m¡Ik¡ mglk¡ m¡/kg mg/kg mEA TED SOIL MONITORING The Discharger shall monitor each,lot of treated soil prior to storage on-site and/or disposal or reuse off-site and shall report to the Board quarterly: Parameter Report in Units of Quantity Ultimate location Extractable inorganicr, iDcludina Title 22 (CAM) metals Total petroleum bydrocarboos (TPH)' aspso1ine as diesel . cubic yards (cy) mg/l mg/k¡ mgIk¡ '~J1fa~ ~,.,.,.~. 7PH . ...... ".. ~ SOJØIIJ01S11 1PH.... UAlldW JSSOIIOlSJI 41t4 ~., 0CJnD. ~ ~... .. .. .. "- ...I.O.,AI .,.~ ..It ¥., t/rIw.... "'- 'l7f1 ".... r1uI1Il,ooo .,AI. ... ~ Iøf ..., . .. pnJøtM - rIw IIØt 1rl,W, fØIfI...... ~ oJ rIw ICII. 1/'"'''' 1PH · 'ØlollM ,. ,rN14r lllaltl,fXJO III'~, _ ~ 11#....... . N pnfonttå Ø'I rIw ~ Irl,w, ~ ~ oJrIw IØII. , ReprumlDllw pøb ~ ~ Joy ~ Uti tMfhod. Uti Ttøklly ~ LuåIln,l'røutbJn (1W') IÑJcIld N conducWJor ImUM .. rt« nP'1. A1tMytbl M1«11ð111brålI1ÑJll N .. clou ... UA IlIIItøtl DdtcIüIfI LlMlø .. ~ . btcbIda}ld 0tl4lIIYa tw øðwr iIIOMIII tw ~ ". COfIIQ1rI/nœtII. .4pprøfrløt Uti ~ Met1wdIIMII N ... , AlkTfttlllvdy, ,,~MJ& .. ~þr ~ flt«rœrb, "- rIw IIWIM 1ØlI1Wl1tCl N øWyuJJor øII'ødIIbI6 lMrJørIa. &Þlllctøblt ~." IØ N aetUV1Wlftwrl ~ ~ IÅlltAI WET t/7flk 21, cat, Appm41z u t1/ 0uq1w 11. DtvûIM 4.S. . , ~ ~.-pIa"""'. 1PH . pcIlIw 0.. 11-- sœtJAJOlSll '1PH .... VA IldIt¥ JSSMJOlSJI 41t4 ~ Joy GCInD. AMIydc4l ~..,.1IuJIl N .. "- ...I.O,.,AI .. ~ MONITORING AND ~RTlNG PROGRAM CLEANSOll..S, INC. SOn. TREATMENT PACIUI'Y KERN COUNTY e -3- Aromatic volatile orpnics', includin¡ Benzene m¡/k¡ Toluene mglkg Xylene(s) mglk¡ Ethyl Benzene mglkg Other constituents known to be or suspected of bein¡ present in the iIOil prior to treatmcntl LEACHATE MONITORING The leachate collection and removal system (LCRS) shall be inspected weekly for fluid accumulation. The Discharger shall report, on a quarterly basis, the weekly fluid levels and total quantity of fluid removed from the LCRS during the quarter. Any fluids occurring in the LCRS during a quartet shall be analyzed for the parameters listed below, under Ground Wa= Monitoring. The results of these analyses shall be reported to the Regional Board quartaly. Collected leachate must be managed in conformance with the waste discbaI¡e requirements and with Chaptel15. The LCRS shaJ1 be tested at least annuatly to demonstrate proper operation. The results of the tests shall be compared with earlier tests under comparable conditions. The results of the test shall be evaluated and submitted to the Regional Board. WATER QUAUTY MONITORING Water quality monitoring shall be performed in accordance with the provisions Article 5 of Chapter 15, ·Wa.tI:Z Quality Monitoring for Classified Waste Management Units·. The followin¡ interim water quality mooitorln& req~ts shall appl)' until revision of this Monitoring and Reportin¡ Program upoo approval by the Executi\'c Offiœz of a detection monitoring program submitted pursuant to Order No. 93-xxx. The Discharger sbaI1 provide, to the Regional Board staff, a two-week notification prior to the dates of any planned sampling events. GROUND WATER MONITORJNG Monitoring points (mcluding background) for detection monitoring shall be those listed in this Monitoring and Reporting Program and shown in attachment B. The following detection monitoring program shall be implemented at the facility to determine compliance with the , ÆtJH'#UIfIfIIIN f"Øb ...". MtIIIyul., "W".- R.c.... EPA TØIddl ~ lødrbtt Prø«JIn (TaP) IAwl4 Ñ ~þ ~.. ~. ~ 1NøIøI""..w.... doN", VA JI~ ~ UmI,... ~ · h:WøJwl o4IllIIwI or øIIwr IJICMI or ~. ~. ~ EPA ~ 1IIeIAo4I6IIalI be NUrt e MONITORING AND REPORTING PROGRAM CLEANSOn.s, INC. SOn.. TREA TMPNI' PACIUI'Y KERN COUNTY e -4- Water Quality Protection Standard. Tbe monitoring network shall consist of at least one background monitorin¡ wen and two downgradient monitoring wells for each water bearing zone. Samples from all monitorin¡ wells shall be analyzed for the following parameters and constituents at the indicated frequencies: Parameters Report in Units of Specific Conductance (field) pH (field) Temperature (field) Turbidity (field) Total Dissolved Solids Chloride Total petroleum hydrocarbons (TPH)' as psoIine as diesel V o1atile Organical0 'litle 22 (CAM) metals µmhos/em pH units 'C NTU mgll mgll ".gIl . µgIl µgIl µgI1 Sampling & Reporting Frequency Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly Quarterly The Discharger shall determine at each sampling whether there is a statistically significant increase over water quality protection standards for each parameter and constituent analyzed. The ground water surface elevation (m feet and hundred~s, mean sea level) in all wells shall be measured each time a wd1 is sampled and used to determine the velocity and direction(s) of ground water flow. This information shall be displayed on a water table contour map and/or ¡round watez flow Dd for the site and submitted with the quarterly report. VADOSE ZONE MONITORING The Discharger shall implement a vadose zone monitoring system. 'The system shall consist of a neutron moisture detection device below the LCRS collection sump, beneath the liner. Background soU moisture conditions must be determined prior to the placement of contaminated soils in the units. '~~.-pIøprqant4 11 : TPH .. "... EPA JlaItJM S03OII01S11 TPB .. 41øIl ,EPA Jldt041S1OIIOlSll ..., IWIIyud ", GCITJD. .4MIyIkt1l ~ ..,. Moll .. . dtw IØ S(J",II .. pøøOM. . EPA Jldtob 601 .. 602. .. J'PA JI__ SOU, or J'PA Jldtol sœ.1 _ SOU, or Ð'A JleWJ4 S24.211uJ11 k -- .ø,.. .MIl k rqøt1å MONITORING AND ~RTlNG PROGRAM CLEANSOn.s, INC. SOIL TREATMENT FACILITY KERN COUNTY e -,- The vadose zone shall be monitored quarterly. Results of the neutron moisture readings shall be presented in both tabular and graphical form and submitted quarterly. WATER QUALITY PR0TECl10N STANDARD Quarterly samples shall be taken from background monitorin¡ wc11(s) and analyzed for each of the parametel1 and constituemJ listed under -GROUND W A TBR MONITORING- above. Analyses shall account for measurement errors in sampling and analysis. Data from these analyses shall be used by the Discharger to recommend a proposed Water Quality Protection Standard and an appropriate statistical evaluation method for board approval. If subsequent samplin¡ of background monitorin¡ wells indicates significant water quality changes due to either seasonal ßUCW3tions or other reasons unrelated to waste management activities at the site, the Discharger may request modification of the water quality protection standards. STATISTICAL PROCEDURFS FOR DETERMINING SIGNmCANT INCREASFS 'The significance of increues in indicator parameters and waste constituents over waœz quality protet;tiœ standards shall be established through the use of appropriate statistical procedures as listed in the Standard Provisions. The Discharger shall implement the above monitoring program on the effective date of this Order. Ordered by: WILUAM H. CROOKS, Executive Offiœt (Date) DKP:dkp/frnc: 11/03/94 Roseóole 58 H~ Vtt'fe Lent Pcr.arna Looe FAGIUlY Taft ~, 119 t N ~ 178 184 J J Panarro Road CleanSoils, InC. White Lane Soil 'fteatment Facility Kern CoW1ty NW 1/4, Section.) 1'315) R28E) MDB&M Approx. scale: 1 inch = 9 miles ATTACHMENT A 'Mite Lane 1 I I I I I FocII1y boln:by ..I I I I 1 1 1 I 1 I Berm 1 I MN-3 (Qf I Sc:ale I Product stOfage area 1 I I I I 'i i I I I I Feedstock I I MW-4 (P) stc:Qng aea 0 1 I CJ Berm I L - - ------- - -- - - - - - J t N ~ <:> = Motifomg weI (1) = weI is screened across Intetmedlate water table (f') = wells screened QCfOSS Perched water table CleanSoils, InC. White Lane Soil 'Ireatment Facility Kern County NW 1/4, Section 4, T31S, R28E, MDB&M Approx. scale: 1 inch = 250 feet ATIACHMENf B - e INFORMATION slœ&ír. CLEANSOILS, INC. WHITB LANB SOIL RECYCUNO PACILlTY KERN COUNTY CleanSolls, Inc. ~ to construct I soil treatment facility 10 process nonhazardous soils contaminated with hydrocaroons. The proposed facility is to be designed, COI1JtruCted, and operated to contain I Class U waste pile in accordance with requirements of Chapter 1'. The facility will be in the City of Bakersfield at the comer of White Lane and Cottonwood Road. The Discharg~ proposes to utilize a -thermal desorptioo- process to volati1i:ze, and then destroy by combustion, hydrocaroons from nonhazardous contaminated soil. Nonhazardous soil contaminated with crude oil, diesel, gasoline, lubricating oils and grease, fuel oil, and various fue1 storage tank sites and refinery related process waste streams will be accepted. The proposed facility is at the southern end of the San Joaquin Valley on deposits consisting of fine-grained silty to clayey sand. Perched ground watez occun at approximately 30 feet below ground surface. Perched ground water quality is good, with an average electrical conductivity (EC) of approximately 1300 "mhosIcm, total dissolved solids (TDS) of approximately 107' mg/l, and pH of 7.8. Regional ground water is approximate1y 145 feet below ground surface. The back¡round quality of the ground water is good, with IV EC of approximately 62S "mhosIcm, TDS of approxifMte1y 410 m¡I1, and pH of 7.8. The waste management unit will be lined with, from bottom 10 top: a 40 mil HDPB geomembrane; an LCRS consisting ·of I six inch 1ayer of sand underlying the entire waste tNnagement unit and I PVC extraction pipe at the lowest point of the geomembrane; twelve inches of compacted soil; and a six inch operating layer of roadmix asphalL The Discharger proposes to ma~e the coot3mirulteð IOiJs for treatJnnlt, and the treated soils for disposaIIIeUSC, on the basis of generator, soil type, and initial hydrocarbon concentration. The Dischargez plans to use the treated soi1s for roaðmiI feedstock and for various enginetmS fill materials. Vadose zone and ground watez monitoring systems are required On 9 December 1994, the Regional Board adopted a Negative Declaration for operation of this facility. e e PROPOSFJ) NEGATIVE DEC'L\RA 110N ~D WHOM IT MAY CONCERN: Pursuant to the California Environmental Quality Act of 1970 (CEQA). the staff of the California Regional Water Quality Control Board. Central Valley Region. (Board) has made a fClcused Initial Study of possible environmental impacts of the following described project. COMMON NAME OR TITLE OF PROJECT: CleanSoils, !nc,. Soil Treatment Facility. Kern County. UFSCRIPTION OF PROPOSED PROJECf: CleanSoils is proposing to operate a soil treatment facility to process nonhazardous soils contaminated with hydrocarbons in accordance with the applicable sections of the California Water Code and Title 23. California Code of Regulations. Section 2510 and following (Chapter 1 S). lDCA TION: 903 East White Lane. at the intersection of White Lane and Cottonwood Road. Bakersfield. Kern County (Section 17. Township 30S. Range 28E. MDB&M). Ii1NDINGS: It is found that this project will not have a significant effect on the environment. Therefore. 2iJ1 Environmental Impact Report (EIR) is not required. A brief statement of reasons s:upporting such a finding is as follows: The proposed facility is in an area south of Bakersfield caned Casa Lorna. The Casa Lorna boundary overlaps portions of both the City of Bakersfield and Kern County. In January 1986. the City and County developed a Specific Plan for the area. An EIR was prepared which addressed all environmental concerns known at that time. A focused initial study was done for this project because the Casa Lorna Specific Plan EIR did not directly address potential water quality impacts from temporary storage and treatment of contaminated soils. The findings of the focused initial study conclude that degradation of water quality . will be mitigated during operation and closure of the facility by requiring CleanSoils. through waste discharge requirements. to comply with applicable sections of the e e California Water Code and Tide 23, CaJiforni. Code of Regulations, Section 2510 and following (Chapter 15). Any person may object to dispensin. with such EIR or respond to the tindinp herein. If there is no response within 30 days, this agency will assume that there are no comments and the Negative Declaration will be adopted. Information relating to the proposed project is on file in the office of the agency identitied below. Any person wishing to examine or obtain a copy of that information or this document, or seeking information as to the time and manner to object or respond, may do so by contacting Doug Patteson at (209) 445-6191. A copy of the Initial Study is attached hereto. ~ Dated this 3 day of ¡J ~ . 19:1...,4- California Regional Water Quality Control Board, Central Valley Region 3614 East Ashlan Avenue Fresno, CA 93726 (209) 445-5116 · eµ. Lù~ (Authorized Signature) (p~. ~.~ 3A.J~ 199+ (Date of Notice to Public) e e CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD CENTRAL V ALLEY REGION FOCUSED INITIAL STUDY FOR WASTE DISCHARGE REQUIREMENTS FOR CLEANSOn..S. INC. SOn.. TREATMENT FACn..ITY KERN COUNTY INTRODUcnON In January 1986, Kern County and the City of Bakersfield developed a Specific Plan for the area south of Bàkersfield called Casa Lorna. The Casa Loma boundary overlaps portions of both the City and the County. An Environmental Impact Report was prepared at the time which addressed all environmental concerns known at that time. The EIR is available for review from the City of Bakersfiel~ Economic and Community Development Department On 19 July 1994. CleanSoils. Inc. submitted a report of waste discharge for operation of a soil treatment facility in the Casa Loma area. The report of waste discharge requests waste discharge requirements for construction and operation of a Class II waste pile(s) at the fa,ci, lity This focused initial study is being done for this project because the Casa Lorna Specific Plan ErR did not directly address potential water quality impacts from temporary storage and treatment of contaminated soils. PROJECf DESCRIPTION CleanSoils proposes to construct a soil treatment facility to process nonhazardous soils ci)ntaminated with hydrocarbons. Soil contaminated with crude oil. diesel. mineral oils. lubricating oils and grease. fuel oils, and various underground storage tank and other petroleum refinery related process waste streams win be accepted. Any waste originating firom a refinery needs concurrence from the Department of Toxic Substances Control that the waste is not a RCRA waste. No liquid waste of any type win be accepted at the site. The untreated soils contain petroleum fractions and other ponutants which pose a threat to water quality if stored or discharged in an uncontrolled manner and are, therefore. classified as 'designated wastes' using criteria set forth in Title 23, California Code of Regulations, Section 2.510 and following (Chapter 15). CleanSoils proposes to operate a lined system with leachate collection for containment of \JiDtreated soil in a Class ß waste pile. The waste pile will be lined with. from bottom to top: 8. 40 mil HDPE geomembrane; an LCRS consisting of a six inch layer of sand underlying the e e INITIAL STUDY FOR CLEANSOILS, INC. SOIL TREATMENT FACll..1TY KERN COUNTY -2- entire waste management unit and a PVC extraction pipe at the lowest point of the geomembrane; twelve inches of compacted soil; and a six inch operating layer of roadmix asphalt. Contaminated soil will be treated by thennal desorption to remove hydrocarbons and then be used for roadmix feedstock and for various engineered fill materials. ENVIRONMENTAL SEITlNG The facility will be located on a portion of an 77 acre parcel at the comer of White Lane and Cottonwood Road in the southeast quarter of Section 17, DOS. R28E. MDB&M. in the incorporated area of Bakersfield. in Kern County, California (see attached map). The property is zoned Heavy Industrial (M7.3), The native ground surface of the site slopes gently (aprox. 0.1 ']010) to the south with an approximate elevation of 360 feet mean sea level. There is a zone of perched ground water approximately 30 feet beneath the facility. The regional ground water aquifer is approximately 130 feet beneath the facility. Perched ground water quality is good, with an average electrical conductivity (BC) of approximately 1300 µmhoslcm, total dissolved solids (IDS) of approximately 1075 mg/l, and pH of 7.8. The background quality of the regional ground water is good. with an EC of approximately 625 µmhoslcm. IDS of approximately 470 mgll, and pH of 7.8. Attached is a completed "Environmental Checklist Form". The findings of this initial study conclude that protection of water quality from degradation will be achieved during operation and closure of the facility by requiring CleanSoi1s. through waste discharge requirements. to comply with applicable sections of the California Water Code and Title 23 of the California Code of Regulations. 1 J RoS1E~daIe 58 H\f;tIwOV 'Mite Lcre Pancrna la"Ie FACIUlY Toft 119 ~. N ~. 178 184 Pa-ana Rood CleanSoils, InC. White Lane Soil1Ì"eatment Facility Kern O:mnty NW 1/4, Section 4, TI1S) R28B) MDB&M Approx. scale: 1 inch = 9 miles ATIACHMENT A e e ENVIRONMENTAL CHECKLIST I. BACKGROUND 1. Name or Proponent: Cle3IlSoUs. Inc. 2360 West County Road C RosevUle. MN 5S 1 13 9 AUiUst 1994 2. Address of Proponent: 3. Date Checklist Submitted: 4. Name 01 Agency: California Reeional Water Duality Control Board. Central Valle.}' Rezion 2. Name of Proposal: Cleansoils. Inc. Soil Treatment FacUity n. ENVIRONMENTAL IMPACTS (Discussion of YES and MAYBE answers attached) 1. Earth: Will the proposal result in: a. Unstable earth conditions or in changes in geological substructures? b. Disruptions, displacements, compaction, or overcovering of the soil? c. Change in topography or ground surface relief features? d. The destruction, covering or modification of any unique geologic or physical features? e. A11y increase in wind or water erosion of soils, either on or off the site? f. Changes in deposition or ~ion of beach sands, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay, in1et or lake? g. Exposure of people or property to geologic hazards such as earthquakes, landslides, mudslides, ground failure, or similar hazards? m L L MAYBE HQ X- ..x.- X- X- L e tit ENVIRONMENTAL CHECKLIST -2- m MA YBB liQ 2. Air: Will the proposal result in: a. Substantial air emissions or deterioration of ambient air quality? X- b. The creation of objectionable odors? X- ,;:: c. Alteration of air movement, moisture, or temperature, or any change in climate, either 10caHy or regionally? X- 3. Water: Will the proposal result in: a. Changes in currents, or the course of direction of water movements, in either marine or fresh waters? X- b. Changes in absorption rates, drainage patterns, or the rate and amount of surface runoff1 -X- c. Alterations to the course or flow of flood waters? ..L d. Change in the amount of surface water in any water body? X- e. Discharge into surface waters, or in any alteration of surface water quality, including but not limited to temperature, dissolved oxygen or turbidity? 1- f. Alteration of the direction or rate of flow of ground waters? L g. Change in the quantity of ground waters. either through direct additions or withdrawals, or through interception of aquifer by cuts or excavations? X- h. SubstaDûal reduction on the amount of water otherwise avaiJab1e for public water supplies? X- i. Exposure of people or property to water related hazards such as flooding or ûdal waves? ..L e e ENVIRONMENT AL CHECKLIST .). YES MA YBE MQ 4. Plant Ure: Will the proposaJ result in: a. Change in the diversity of species, or number of any species of plants (mcluding trees, shrubs, grass, crops, and aquatic plants)? L , . b. Reduction of the numbers of any unique, rare or endangered species of plants? X- c. Introduction of new species of plants into an area, or in a barrier to the DOrmal replenishment of existing species? X- d. Reduction in acreage of any agricultural crop? L s. Animal Ure: Will the proposal result in: a. Change in the diversity of species, or numbers of any species of animals (birds, land animals including reptiles, fish and shellfish, benthic organisms or insects)? 1- b. Reduction of the numbers of any unique, rare or endangered species of animals? 1- c. Introduction of new species of animals into an area, or result in a barrier to the migration or movement of animals? 1- d. Deterioration to existing fish or wildlife habitat? -X- 6. Noise: Will the proposal result in: a. Increases in existing noise levels? 1- b. Exposure of people to severe noise level? X- 7. Light and Glare: Will the proposal produce new light or glare? L 8. Land Use: Will the proposal result in a substantial alteration of the present or planned land use of an area? L e e ENVIRONMENTAL CHECKLIST .... YES MA YBE HQ 9. Natural Resources: WiJI the proposal result in: a. Increase in the rate of use of any natural resources? ...K- b. Substantial depletion of a nonrenewable natural resource? L . 10. Risk or Upset: Will the proposal involve: a. A risk of an explosion or the release of bazardous substances (mcluding, but not limited to, oil, pesticides, chemicals or radiation) in the event of an accident or upset conditions? -X- b. Possible interference with an emergency response plan or an emergency evacuation plan? .L- 11. Population: Will the proposal alter the location, distribution, density, or growth rate of the human population of an area? X- 11. Housing: Will the proposal affect existing housing, or create a demand for additional housing? X- 13. Transportation/Circulation: Will the proposal result in: a. Generation of substantial additional vehicular movement? X- b. Effects on existing parkin¡ faciJities, or demand for new parking? .L c. Substantial impact upon existing transportation systems? Ã- d. AJteratioDS to present patterns of circulation or movement of people and/or goods? X- e. AJteratioDS to waterborne, rail or air traffic? X- f. Increase in traffic hazards to motor vehicles, bicyclists, or pedestrians? X- e . ENVIRONMENTAL CHECKLIST .,. YES MA YBE 1m 14. PubncServlces: WiJ1 the proposal have an effect upon, or result in a need for new or altered ¡overnment services in any of the following areas: a. Fire protection? X- b. Police protection? X- c. Schools? X- d. Parks and other recreational facilities? L e. Maintenance of public facilities, including roads? -X- f. Other governmental services? X- IS. Energy: Will the proposal result in: a. Use of substantial amounts of fud or energy? X- b. Substantial increase in demand upon existing sources of energy, or require the development of new sources of energy? X- 16. Utilities: Will the proposal result iD a need for new systems, or substantial alterations to the following uti! ities: a. Power or natural gas? L b. Communications systems? X- c. Watet? ..L d. Sewer or septic tanks? X- e. Storm water drainage? -X- f. Solid waste and disposal? X- 17. Human Health: Will the proposal result in: a. Creation of any health hazard or potential health hazard (excluding mental health)? L e ENVIRONMENTAL CHECKLIST 17. Human Health, c:ont.: b. Exposure of people to potential health hazards? 18. Aesthetics: Will the proposal result in the obstruction of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically offensive site open to public view? 19. Recreation: Will the proposal result in an impact upon the quality or quantity of existing recreational opportunities? 20. Cultural Resources: Will the proposal: a. Result in the alteration of or the destruction of a prehistoric or historic archaeological site? b. Result in adverse physical or aesthetic effects to a prehistoric or historic building, structure, or object? c. Have the potential to cause a physical change which would affect unique ethnic cultural values? d. Restrict existing religious or sacred uses within the potential impact area? 11. Mandatory flndlngs or Slgninamc:e: a. Does the project bave the potential to degrade the quality of the environmellt. substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? b. Does the project have the potential to achieve short-term, to the disadvantage of long-term, environmental goals? (A short-term impact on the environment is one which occurs in a relatively . YES. MA YBE -X- ..x..- -6. ~ X- -X- X- -X- X- X- e e ENVIRONMENT AL CHECKLIST ·7· rES MA YBE MQ 21. Mandatory Flndlnp or Slp1lncuœ, cont.: brief. definitive period of time while 10ng-term impacts wiJI endure wen into the future.) -X- c. Does the project have impacts which are limited, but cumulatively considerable? (A project may impact on two or more separate resources where the impact on each resource is relatively small, but where the effect of the total of those impacts on the environment is significant.) -X- d. Does the project have environmental effects which wiJI cause substantial adverse effects on human beings, either directly or indirectly? X- m. DISCUSSION OF ENVIRONMENTAL EVALUATION AND MITIGATION MEASURES This project does not pose a significant environmental impact. Potential degradation of ground water will be mitigated by the following: adoption of waste discharge requirements; the instaJ1ation of a lined waste containment pad; the instal1ation of a 1eachate collection and removal system; vadose zone monitoring; and ground water monitoring. The waste containment pad, LCRS, and monitoring systems will be designed and constructed in accordance with Tide 23, California Code of Regulations, Section 2510 and following (Chapter 15). The project is consistent with the Casa Loma Specific Plan. adopted by Kern County on 25 August 1986, and with the Environmental Impact Report prepared for the Specific Plan. The property is zoned M7.3. for heavy industrial. e . ENV!IRONMENT AL CHECKLIST -I- IV. DETERMINATION On the basis of this initial evaluation: I fInd that the proposed project COULD NOT ba~ a Ii&nific.am eft'ed on the cnvironmcU, and I NEGATIVE DECLARATION wiD be prepared. or I fllld that aJthough the proposed projed oouId have I ligni1ic:aŒ effCå OIl the cnvirotlJ1'1C(t, ~ will not be I significant effect in this cue becaUIC the mitigation measures described above have been added to the project. A NEGATIVE DECl..A.RA110N will be prepared. X or r find that the propoted projcd MAY have I IÌ~ effCå OIl the c:nviroruncØ, and an ENVIRONMENTAL IMPACT REPORT it required. -Í\1".~ I~~ FOR: REFERENCE: EnYironmc:nta1 c:hcckliJt {rom California Environmcdal Quality Ad. (ŒQA) Guiddinea, u ammded throu¡h 1992. . . DISCUSSION OF YES AND MAYBE ANSWERS ·2· 4. Plant Life a. There will be a change in both the number and diversity of plant tife. The property was formerly cultivated agricultural land alternating between cotton and alfalfa. Approximately three-fourths of the purchased parcel will lie fallow, allowing revegetation of native species to occur. Ornamental trees and landscaping will be placed in the main entrance area on East White Lane in accordance with local building codes. d. The purchased property was all formerly agricultural. The acreage not being used by the CleanSoils facility will lie fallow and be aJlowed to revert to native vegetation (Russian Thistle notwithstanding). See Casa Loma Specific Plan EIR for discussion of conversion of agricultural land, 6. Noise a. CleanSoils' operations will increase the existing noise level at the site from minimal background noise to a relatively low noise level associated with electric motor conveyers. screen decks, and diesel powered loaders. SOW1d propagation will be partly mitigated by the soil berm surrounding the operations area, which will deflect sound waves upward and away from surface travel along the ground. See Casa Lorna Specific Plan EIR for discussion of potential noise impacts. 7. Light and Glare New light will be produced by the operations. Lighting will consist of hooded flood lights in the worle area with auxiliary lighting It the main entrance and in the office building parking area. 8. Land Use Land use will change from agricultural to industrial. although the property is zoned M7.3. Heavy Industrial. Therefore. a substantial change will occur in the present use, but not in the planned use. See Casa Lorna Specific Plan EIR for discussion of conversion of agricultural land. " ;.. . . Di[SCUSSION OF YES AND MAYBE ANSWERS -3- 1 (I. Risk of Upset ~~: L A risk of an explosion or the release of hazardous substances exists in the , event of an accident or upset conditions due to the presence of both liquid and gaseous hydrocarbon fuels. Safety interlocks and automatic shutdown devices reduce the risk for a gaseous releases/explosion to a very low probability. A diesel fuel or oil release is somewhat more likely due to the mobility of the equipment, frequency of refueling and dependency on human interface to avoid preventable accidents. 13. Transportation/Circulation L Additional vehicular traffic will occur, primarily in the form of dump trucks. Normal daily truck traffic will be a moderate 10 to 30 trucks per day, High volume jobs may require occasional use of as many as 100 trucks a day for 1 to 3 weeks. f. The anticipated increase in truck traffic will create additional hazards to other motor vehicles. bicyclists and pedestrians. Truck drivers will be advised to exercise extra caution when arriving at, or departing from. the main entrance. See Casa Lorna Specific Plan EIR for discussion of traffic/circulation impacts. 1·~. Public Services a. Fire protection will be supplied by the City of Bakersfield Fire Department. A 5000 gallon above ground water tank will be installed adjacent to the office building for an auxiliary water supply in the event it is needed. b. Police protection. in the form of drive-by gate checks and perimeter fence integrity. will be conducted on a periodic basis. e. Road maintenance on East White Lane will have to be increased, in view of the road's current poor condition and the weight and number of dump trucks' expected in the facility on an on-going basis, See Casa Lorna Specific Plan EIR for discussion of public services impacts. 15. Energy L The CleanSoils facility will use a substantial amount of natural gas for the Thermal DesorberfThermaJ Oxidizer Unit. The plant's conveyer belts. burner blowers and rotary kiln are all electric powered. . . / DISCUSSION OF YES AND MAYBE ANSWERS -4. b. Plans have been made for the installation of . four inch diuneter pipeline for natural gas. :';., 16. Utilities and Service Systems a. Both electric power and natural gas utilities will be upgraded by Pacifiè Gas and Electric Company to accommodate the expected energy consumption. c, California Water Service will supply the connection and water allotment for CleanSoils' water miÚn coming in from Cottonwood Road. .. " '.' d. The facility win use a septic leach line for the office building. See Casa Lorna Specific Plan EIR for discussion improvements to energy and utility service systems. 17. Human Health L The primary health hazard associated with the Clean Soils facility is in the use of heavy equipment, moving conveyer belts and the rotating drum dryer. CleanSoils crews are triÚned in equipment operations, safety features and emergency shutdown procedures. CleanSoils equipment is equipped with conveyor covers/nets, quick shut down switches and backup signals on the loaders. b. Personnel exposure to health hazards win be in the form of dust particulates. Hydrocarbon vapors from the non-hazardous petroleum hydrocarbon contaminated soil will be minimal, and is not considered to be a significant risk. Contaminated soil piles will be appropriately covered with clean soil or plastic sheeting as necessary to minimize vapor emissions. 18. Aesthetics After completion of the site construction, the facility will be surrounded on all sides by a six foot high clean soil berm, The perimeter berm, just inside the perimeter fence, will shield from view most of the ground level activity on the site. Due to the low height of any construction on the site, no scenic vistas or views will be obstructed. The site will not be aestheticaUy offensive or open to public view. However, the presence of soil piles and dump trucks may be construed by some :'- . . DISCUSSION OF YES AND MAYBE ANSWERS -s- individuals to be offensive. The construction of six foot hip berm sunounding the property is expected to alleviate most of any aesthetic concerns, See Casa Lorna Specific Plan EIR for discussion of open space qualities and visual val ue. - .~ 10-06-1993 10: 19AM jce; .. ,0 3- ~ ~ TO 93281548 P.02 e SOil REMEDIATION SPECIALISTS CleanSoils Inc. 2123 Panama Road Bakersfield, CA 93307 Office: (805) 397·2740 FAX: (805) 397-2744 october 1, 1993 Mr. Larry Toler Bakersfield Fire Marshall 2101 H. Street Bakersfield, CA 93301 Dear Mr. Toler: Following is a list of equipment & materials to be used and stored for phase one (1) of CleanSoils Industrial Processing Division at 903 E. White Lane: 1. Asphaltic Concrete Batch Plant çonsisting of: a. pugrnill mixer b. Feed & screening plant c. Dry product storage silo d. Asphalt storage tank 2. Wheel loader 3. S' x 30' metal storage container for misc. tools 4. 250 gallon diesel fuel tank (above ground with secondary containment) d - . . O-J-,;'_Q -I~"');'" ;'oJ y ~ ~-~. t "(1'- . 5. Above ground or in ground scale (100,000 lb) 6. 12' x 60' office trailer 7. 3 yard dumpster ... ~<Jr,=,":",-_,":_'M,,,.S'_~~~m:'~~~'n~"!NI'Im!ffl~.,-~:!~~tm'l;:!~~~~~~"-!.~.fI·;:!"r.I"'7""1f~''''~I:~~~!?-?!f!;!;.-:~;r-;;''''.'~'':-:- :·~'m:~~Ht!tir::~~-í~::~;'!I,,..:hl~~~~4l',,,,,!;!~0{!;'Jh~.,.,,,!:,~" t4-"',,:,!'~..V..!' ~",,-,,_~,-,~,!;:~U ~'ç ~? ' 10-06-1993 10:20AM FR04IÞ TO e Mr. Larry Toler Bakersfield Fire Marshall 8. Feedstock consisting of: a. soil b. concrete c. asphalt d. misc. rubble 9. Portable crushing Unit (future phase one (1» '33281548 P, 03 October 1, 1993 Should you have any questions regarding the above, please contact me at 805/397-2740. Sincerely, .tJ, Rich hnson Operations Manager RJ: mp 'i . ~ ' . '. CITY OF e BAKERSFIELD, e PLANNING DEPARTMENT JACK HARDISTY. Director 1501 TRUXTUN AVE. BAKERSFIELD. CA 93301 (805) 326-3733 August 31, 1993 Clean Soils, Inc. 84 - 2nd Avenue, SE New Brighton, MN 55112 SUBJECT: Site Plan Review Project (SPR #199-93-45) Dear Sir: On August 27, 1993, the Site Plan Review Committee completed review of your plans for a proposed concrete batch and landscaping materials plant in a 7.3 Zone located at 903 E. White Lane. Your plans are conditionally approved as per Section 17.53.050 of the Municipal Code. The conditions governing your site plan review are broken into three categories: "A" CONDITIONS: This category contains conditions that require specific alterations to your plans. These changes must be reflected on the plans required by the Building Department for plan check. The Building Department will not begin plan check until all "A" Conditions are co"ectly indicated on the plans submitted for plan check. "B" CONDITIONS: This category consists of conditions that must be satisfied before the Building Department will begin checking plans submitted for plan check. "C" CONDmONS: This category consists of informational notes that might be helpful to you. It also contains conditions that must be satisfied sometime after plan check is begun. The deadline for complying with each of these conditions is specified in the condition. The following conditions pertain to your project based' on the plans submitted. Any e"ors or omissions on plans submitted could alter these conditions or void this application. · .; e e Clean Soils, Inc. August 31, 1993 Page 2 "A" CONDITIONS - REQUIRED PL~~ CORRECTIONS 1. Show all fire hydrant locations and required fire flows on site plan. (Fire) 2. Provide lighting for the parking area and submit layout along with description of light fixtures as per Title 17.58.060 A of the Municipal Code. Design and arrange the lights to reflect away from the adjacent residential properties and streets. AU light fixtures shall be located between 15' and 40' above grade. Lighting proposals must be approved before Building Department will begin plan check. (Planning and Building) 3. Construct curb & gutter, 5.5' concrete sidewalks and street paving on White Lane at the entrance to the site per city standard. (Engineering Services) 4. Construct on-site paving (including access road) with a minimum of 2" Type B, A.C~ over 3" Class II A.B., or paving equivalent as approved by the City Engineer. (Engineering Services) 5. Additional of 25 feet right-of-way dedication to arterial standard shall be required for White' Lane and Cottonwood Road. (Engineering Services) 6. Show one, 6' x 8' refuse on plans. (Sanitation) 7. Street return type approach(es), if used, shall have minimum 20' radius returns with a 50' throat width. (Traffic Engineering) 8. Show typical parking stall dimensions (9' x 18' standard). (Traffic Engineering) "B" CONDITIONS - CONDITIONS REQUIRING IMMEDIATE ATTENTION 1. Contact Fire Safety Control Division, 1729-22nd Street, (Fire Prevention Bureau) for fire and safety requirements. Provide one (1) set of building plans showing required plan corrections to Fire Safety Control (Fire Marshal, (805) 326-3951). (Fire) 2. Install two fire hydrant( s) as shown on attached plans prior to final site plan approval. (Fire) 3. Provide three copies of the grading plans with two copies of the preliminary soils report to the Building .Department. (Engineering Services) e e Clean Soils, Inc. August 31, 1993 Page 3' 4. A landscape plan and specification for irrigation shall be submitted to the Planning Department for approval prior to final site plan approval. (Planning) 5. The Sanitation Division must be contacted to work out an alternate solution that will allow safe collection. (Sanitation) "c" CONDITIONS - MISCELlANEOUS AND INFORMATIONAL CONDmONS 1. All streets and access roads to and around any building under construction must be at least 20 feet of unobstructed width and graded to prevent ponding at all times. Barricades must be placed where ditches and barriers exist in roadways. Emergency vehicle access must be reliable at all times. (Fire) 2. Based upon available information, fire flow requirement may be 3,500 gallons per minute. All persons required to furnish fire hydrants are hereby required to purchase the required fire hydrants from the City of Bakersfield. (Fire) 3. Provide the Fire Department with one set of approved water plans prior to the issuance of any building permit. (Fire) 4. Provide all weather access road per city standard(s). (Fire) 5. Contact Building Department for any proposed signage. Review does not include signage. A separate permit is required for all new signage, including construction signs. (Building) 6. Show compliance with all handicap requirements as per State Building Code. (Building) 7. School district fees will be assessed at the time of issuance of a building permit. (Building) 8. Office trailer must be on a permanent foundation. (Building) 9. The parking required for this project has been computed as follows: One space per two employees on the maximum working shift. (Planning) .. '\I' e e Clean Soils, Inc. August 31, 1993 . Page 4 10. Approved landscaping shall be installed prior to final building inspection or occupancy of any building. Landscape inspections are on Fridays. Call Bob Bellman at 326-3733 prior to the Friday you wish your inspection. (Planning) 11. The Habitat Conservation Plan fee for this project has been computed to be $16,451 based on a fee which is now $680 per acre. This fee must be paid prior to issuance of a building permit. This fee may change in the future based on studies being conducted so the actual amount due will depend on the fee schedule in 'effect at the time of issuance of the building permit. (Planning) 12. Prior to occupancy, sub-standard off-site improvements shall be reconstructed to , city standards or repaired as directed by the City Engineer. Call construction superintendent at 326~3050 to determine extent. (Engineering Services) 13. A transportation impact fee for regional facilities shall be paid prior to final inspection and/or occupancy and shall be based on the rate in effect at the time the fee is paid. Based on the rate schedule in effect for the 1992-1993 fiscal year and the proposed project use, a rate of $87 per vehicular trip would be anticipated. Upon submission of construction plans for the project, the Public Works Department will provide an estimate of the total fee. (Engineering Services) 14. A permit from the Public Works Department is required prior to any work within city right-of-way (street, alley, easement). A copy of the approved site plan with conditions shall be submitted to the Public Works Department at the time of application for a permit. (Engineering Services) 15. If the project generates industrial waste, it shall meet the requirements of the Industrial Waste Ordinance. An industrial waste permit from Public Works Department shall be obtained prior to issuance of the building permit. To determine the type of waste, contact the waste water treatment superintendent at (805) 835-0364. (Engineering Services) 16. Provide one, three cubic yard, front loading type refuse bin on concrete pad per standard #S-43. (Sanitation) If you have any questions about any of these conditions. you must CONTACT THE DEPARTMENT IN PARENTHESIS AFfER EACH CONDITION. A list of the person to contact in each department is enclosed for your convenience. Please refer to file number SPR 199-93-45. After you have satisfied all "A" and "B" conditions, submit two sets of plans to the Building Department for plan check. ....,' '", e e Clean Soils, Inc. August 31, 1993 Page 5 If you have any questions regarding general information or need a more specific explanation of the Site Plan ReviewiBuilding Department Permit process, contact Bob Bellman in the Planning Department at (805) 326-3733. pjt Enclosures 0 ~ LEGEND .----- 'i PARKING LOl LIGHT . HANDICAP SPACES TRUCI< ROUTE. WIDTH -- 25' o ON -SITE SEWAGE DISPOSAL e BY SEPTIC SYSTEM D 8" COMPACTED RANCH ROAD'M NOT[S ---,,---- · OFFICE TRAIL.ER - 12'X60' . PARKING- 8 RE.GULAR 2 HANDICAP .J¿..... SCRUB LANDSCAPE }' - I- --., //-'~ ]6' ./ -- -- r-- ..._-- ..------------ I 16' BERM WALL CROSS SE CTIUN e ENTRANce ~/ §'12) ... .- 50' 16 /" 't-=-~~~:f-,,~!~Zi1?--_- - -~-; ~ I~ ,Ie:¡ ~ ~ 'IÆ I~ x w LANE TE WI ¡;. lír 6' r C)' z a.. « U! ~I ~I I I I I I I I I I OFFICE fRAILER BERM WALL W 1_ LANDSCAPING ::2 0:: w' m j ...J ....J « ~ ::2 cr: W I.D I I I \ I I I _I I ;i '\ ~ I \J ::2 I, æ '-/J ~ I '-J) I ..J J -L PRODUCT INVENTORY STORAGE AREA ,---- 700' in ASP HAL TIC CONCRETE 0J BATCH PlA~. 0J ~ () t? INCIDENTAL ACCESSORY EQUIPMENT -- i1120' 9 éY ". TrITr¡~o --'-'-7 /1/ .32 BERM WALL ~~ __.;>Ji.cr.-~___ ~---- rEE.USl ()CI( STAGING AREA _509":"'_,__ - - - - 1.314 . 600 o o N TRASH REFUSE AREA L_J L. ..E.. SCAl NO 55112 RFV1SION ~ g..'eanSof~ CleanSoils ¡IIC, 84 2nd Avenue S.L __ Ne~ Brig~~~:...~_~.. PRO,JE.CT NolOR^WING NO. MAÑUFACTURING SITE PLAN 20 ACRES APN 172-070-21 NEAR SW CORNER OF WHITE LANE AND COTTONWOOD ROAD BAKERSFIELD CALIFORNIA CONFIDENTIAL This information is the properly of CleanSoils Inc and not for use or dislribution without written consent of CleonSo;ls Inc. SCALE DATE ," =250' ..~R^WN BY__ICHEC~~~..:~ SHEET NO. ^PPROVEi) BY " . \, . E.WHrTELN. ~ 't ~ . . ", " 1 .~ ,. ~_. . ..I SERVICE BOUNDARy.... . . .) .. , . . . . ~ -.' ',' ~. ", " ~ ' ._~ -RD~:~-I2" DI E- 6388 ,~J " .. 6"F.H, ECO b" !;;..,~ 6oAA~CU'èx: " D~ 2'>"!:i'\' ~ ¡f, (,:,0 j ~ ;, ÏtJ BRYANT ~T'iJ 4' "A."- ~ 40' BORE I Vi i>'""" a'"D./. .' 6"C: k 1:>[ è3 z :::> 0 ID II ~ ~'I ~ ~ ~ ¡;¡! It '>'1' .J '; ~ ') i' ò) i MAL tBAR. '~ ..;, . . ~()\~~ (!~,\' ~)( J ~ RBCH J~¡g¡{¡\! ~©J1NJ Operation Manager ©aiScâJ~~a$ al11!C. 2123 Panama Road Bakersfield, CA 93307 (805) 397-2740 FAX (805) 397-2744 Pager (805) 329-7730