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· Con&tionedA r 108 SO. IEILMAN * P.O. BOX 11846 FRESNO, CALIF. 93775- PHONE 209/268-01 '. California [;tense No. 337930 ' 'CALIBRATION CHART.. 15,000 Gal Ion Horizontal U.G.S.T. 9~-6''.I.D. x 28~ ' Tank T-4 w~-- Inches Gallons Inches Gallons Inches Gallons 1 21 47 5877 93 13199 2 59 48 6043 94 13326 3 109 49 6210 95 13456 4 .- 167 50 6377 96 15580 5' 23~ 51 6545 97 13702 .6 305 52 6713 98 13821 7 385 53 6881 99 13957 8 467 54 7050 100 1.4049 9 555 55 7218 '101 14158 ~0 649 56 7387 102 14264 11 746 57 7556 103· 14365 12 848 58 7724 104 14463 13 953 59 7893 105 14556 14 1063 60 8062 106 14645 15 11'75 61 8230 ,'107 14728 16 1291 62 8398 ~108 14807 17 1409 63 8566 109 14879 18 1531 64 8734 110 · 14945 19 ~656 65 8902 111 15002 20 1786 66 9068 112 15052 21 1912 67 9235 . 113 15090 22 2044 68 9401 114 15111 23 2179 69 9566 24 2315 70 · 9731 25 2454 71 9895 26 2594 72 10058 27 2737 73 10220 28 2881 74 10381 29 3028 75 10542 30 3175 76 ]0702 31 3325 77 10860 '32 3476 78 11018 33 3628 79 11175 34 37·82 80 11329 35 3937 81 11483 ~6 ' ~ ~4093 .~:,.82 11636 '37 4251 83 11387 '38 '4409 84 1,1936 39 4569 85 12084 40 4730 86. · 12230 4] 489) 87 ]2375 42. 5054 88 12517 43. 5217 .. .89 12658 44 5581 90 12796 45 5546 91 12933 46 5711 92 13067 Con&tionedAir 408 SO. TEILMAN · P.O. BOX 11846 FRESNO, CALIF. 93775' PHONE 209/268-O121 Californla I. icense No. 337930 CALIBRATI ON CHART . ~O,OOO Gal Ion ~rlzontal U.G.S..T. · ' 8' I.D. x 28' -Z ~ Tanks ~-2, T-3 / Inches ~a!!ons inches Gallons- Inche~ Gallons 1 19 33 3219 65 7613 2 53 · '34 3352 66 -7743 3 98 35 3487 67 7871 4 151 36 3623 68 7998 5 210 37 3758 69 8124 6 ..' 276 38 3895 ,, 70 8249 7 346 39 4032 71 8371 8 ., 421 40 4170 ,' -/2 8493 9 501 ' 41 4307 ," 73 8613 ';" ' .10 585 42 4447 74 8731 11 672 43 4586 75 8847 12 763 44 4725 76 8961 13 .858 45 4865 77 9072 '' 14 956 46 5005' .78 918~'i. 15 1056 47 5145 79 '9288 '.~ 16 1159 48 5285 80 9393 17 1264 49 5430 81 ,9495 18 1373 50 5570 82 [ 9594 19 1484 51 5710 83 9690 20 1597 52 5850 84 9784 21 1712 53 5989 85 .~ 987'7 22 '1829 54 6129 86 9966 23 1947 55 6267 87 10040 24 206.8 56 6405. 88 ,' 10117 25 2190 57 6542 89 10190 26 2314 58 6679 ' 90 10258 27 2440 '59 6815 91 10320 28 2566 60 6950 92 10376 29 2694 61 7085 93 10425 30 2824 62 7218 94 10464 31 2954 63 7351 95 10491 32 3086 64 7483 95 1/2 10500 ,. 408 SO. IEILMAN ° P.O. BOX 11846 ', FRESNO, CALIF. 9377.5' PHONE 209/268-0 CalifornSa License No. 337930 ' 4,00g Ga I I on ~r I zonta I U.G.S.T. Tanks ! riches Ga ! Ions Inches Ga I Ions 01 14 3~ 2O64 2 37 34 2143 ~ 64 4 104 36 2300. 5 144 37 2387 : 6 188 ~8 2456 '-' 7 236 ~9 2534 8 287 40 2611 9 ~40 41 2687 ~ 0 ~96 . 42 2762 11 455 43 ~2856 · '.. 12 515 44 ' 2910 1 ~ 578 .45 298~ ~ 14 642 ~ 46 ~054 15 708 47 5125 16 776 48 · ~ 194 1~ 845 48 '~262 18 916 50 3528 19- ~87 51 20 1060 52 . 21 1134 53 3515 22 1.208 2~ 128~ 55 3630 24 ' · 1360 56 ' : 3683 · 26 '~514 58 , 3782. 27 1592 59 3826 28 1670 3~ 1906 · 63 3956 32 1'985 64 3970 /' .' · ..... ~. ....t~ DISTRICT BOUlEVaRD ', ~ e · ~ .~~ ..... '.~ ......... ........ ~ .... ~,~ ,~.-~.,~ .... . ~,., .~ ~ - . ~ .~ .-~ .... ~ , ~ · ~ - ~,._~ ~ f ~~ ..... . . --- . . Y~' E~ ~". ,..-., ~ ,, /...~ .,.. , ..., , · ,; . , r ff. I . .'/I ~ ' . ..... t- ~ . ' ..... . : ~ .~ ' . ,' , ' ' - I ~ . ~ ~ ' · · . ,,~., /-'~ . I~ / , : . ~ , . / ~ ' . ' ~ '. ,:. -~ ',. t- . - "/~ITM /~ .... ' ..... /' .... / '. . ~,z~. ~ .... ._ / "/ / I ' .-. ; ' - / N ~ ~" ~ ' /I~' / / ~ ' ' ~ ' ' ' i N ~ ~-.:....~ . , ';;':.'."'~"f / / '~ ' / /..~ . ' . . ~ ~ . -=,~ : I; ',- . !_ / i .... t. -~,' ..... / /".'~ h ' ' . ", --' '~ --'~.~ '~-:~ ~ ~'~'t',' · ,' / ~ ' . I i ~ · '. " ~ ~'. ;, , ~ t ~ .', / / , ~ "~"~' ' ., '---"~': .... ~ ~'~ i t: ~.. ~ ' t / ' I / · ~ , ~ '~ ' · --~ r t ~ ' ,=.~.. /' / -, ',, ~ -, '/ ~ -.' . -'-' . ' ' ' X.' "." ~. ~.~ ~-- -- I ~: ~. ".// . ,.' .~ .. ,. ,'. =~, , '..~'- .... · ..... ~'.I~ ?-.- "-1 / / . ~ / ': ~ ', . '~-- ~ ~ t [ ~ '~ - ' 1 "'1- * I ,' - ; ~ .~ ~_ ~ ~ '., . ' ' .... ' ' ' ' · ' ~ ' ' ' I "~ ,1 -- I I ' I . , ~ ~: ~...!'l ~ / ' I Ihll I.~: ~-- --. ~- ''i ·~;~'-- ~ ................ " .~1 ~ -, i ~'~' :~' .r,.'::~-Z~ ' I · ." /~.~ ~ .~ I I ' · 1 t ~ ..... ~,-,,~ , . F;~r~ ~ I, ~ -- ~q~t~ I~_~i 1 ~ ~ . ; ' I~. ~ :, '~1 .... _~ ...... ; ..; · .~ . ~ .~ ~ . .. - , .~ ~ ,~.. ~ .. ~ ~-' ~ : .~ ,~ , . . ~ ~---~ ..~ ~ ,' · .I,. ,. ....... ~ , ~ I'~ ~,. 1 ~ ' '~ '~: ~"~- '7~ .x ' " ~ ' ' -' ' -' : ' ' -- ~: ' ' ' ~ :: .~'.~., ..... . ...... - ~, ....... y ,,~', ~. . .. ............. : .... . ~.. -~,~.,~.,T~-~ ~.,.. ~.~': '~-.~.-: ~-] '~ ~ ............ ) - , ." ~:~ t r . ~. I " ' -. ,,7'~. ~ ~'-' ;. . . ~ ~ ~. ~*~ .. - .. . , · .:~-- -- '~~:"- ., .. . ~ . ~ - ~ .~'~=;. -- . .':~ .. · ~ ' . --. BLYMYER ENGINEERS, iNC. SITE SAFETY PLAN A. GENERAL INFORMATION Project Name:Manville Forest Product Project No.: P1863 Project Manager: Rob Galley Project Locauion: 5801 District Boulevard, Bakersfield, CA Prepared by: Roman Worobel Date Prepared: 1-29-91 Approved by: Daue Approved: Site Safeuy Officer Review: Dase Reviewed: Sccpe/0bjecDives of Work: Install 4-inch diameter monitorinq well~ pump ouu ccnuaminated croundwater and apply asphalt cover Propo,sed_Daue(s) of Field Acuivisies: 2/25/91-3/15/91 · . P .... m_na~y (nc ]aCkqrounc , : Ccmuieue: l'x ] ~=~ ~ anaiyulcai da~a available) Documenuanlcn/Sum~ary: 0ver~!l Ckemica'! Hazard: Serious [ ] Moderaue Low [ ~ Unknown 0vers!l Physical Hazard: Serious [ ] Moderase LO~ [ ] Unknown ~ .. Wasue Type(s) : Li~]id ~ X '~ Solid ~ ~ S!u~qe [ ] Gas/Vapor ~ ~, Charac~erissic (s): F!a~ab!e/[X ] Vo!aui!e iX ] Corrosive' [ ] . Acutely [ ] Explosive [ ] Reactive [ ] Carcinogen[X ] '. Other: Physical Hazard(s) : Overhead [ ] Confined [' ] Below [ ] Trip/Fall IX ] Space Grade Puncuure ~ ] Burn [ ] Cut ~,3~ [ ] Splash IX ] Noise ~X ] Other: Pti!linc Si~e History/Description and Unusual Feauures see Sampling Plan for deUaiied description.): Review Attached Report Lccauions cf Chemica!s/Wasues: Diesel Tank Auea Estimated ~"~ C..~m .... s: .~_~.~e of ~= '~s/waS~e Unknown Sise Currenz!y in Omera5i~-:. ... Yes [x ] No .F ~ C. HAZARD EVALUATION ~is~ Hazards by Task (i.e , drum sampiinq, ~-~'~ =~. .... a~ng, . . ) and number (T~s~ numbers ~r~ cross-reference= in secuion D) Physical Hazard 1 Drilling Evaluation: ' 2. Groundwater Pumping .=sDh=~= Cover 3. Application of ' _ -~ Chemical Hazard Evaluation: Commound PEL/TLV Rouue(s) of Solubility/ Vapor' LE'L, UEL · Expcsure Wa~er Pressure LEL=0.7?~ Diesel 250 ppm Insoluble UEL=5'.0% ~ ~ D. SITE .F~%FETY WORK PLAN ~. 4 ~ . use bac~ of ~is page, or skeuck of si~e skcwin~ Si~e Conuroi: ~=c~ ma~, exclusion zone, con~aminau!on reduction zone, euc. Perimeter !den~ified? [X ] Site Secured? [X ] Work Areas Deffned? ix ] Zone(s) of Contamination identified? IX ] Personnel Protecuion: Aauicipaued Level of Prouec~ion (Cross-reference task numbers uo Secuzon. C): Level of Protection C D Task 1 X ? Task 2 X Task 3 X - Task 4 Modificaulcns: Air. Moni~crlnc.. _ ( daily c=~ ~'~----=_on~ of insurumenuauion unless oEherwise noued) : Conuam!nanu Type of MoniZcrinq Frequency of inu~resu Samoie Equipmenu of Sampling Diesel Vaoor P!D Contfnucus ~D_ec~-n~amin=u~on Protocol for Personnel, E~ai=menu, Sam~iln= Gear etc.: 8eqin wi~h a TSP/distilled water wash followed by a distilled water rinse. Personnel - use dry decontamination protocol. Special Site Equipment, Facilities, or Procedures: Drill rim Si~e EnTry Procedures and Special ConsideraEions: Work Limisauions and Heas/CcTM~ Stress Recuiremen~s:~_ Monitor for Heat stress. General Spill Conurci, i~ applicable: .Use Adsorbent for' minor sDi!!s inves~igazlcnuDerived Ma5erla! Disposal: ConUainerize in labelled 55-qai!cn drums _ ~_ouec._ve Wear: Containerize Sample Hand!iht Procedures _nc_.~ng ~ ~ protecti'ze %,~ear in 55-gat!on drums. ~0b Gailey .- Pr-_-~__=~- Manacer . B1ymyer Representative Sire Safe'l~v Officer *"All entries into exc!u~ion zone require Buddy System use. Ail BEI field staff participate in a medical monitoring program and have completed applicable training per 29 CFR 1910.120. Respira=ory prouec~on program meets requirements of 29 CFR 1910.134. E. EMERGENCY INFORMATION LOCAL RESOURCES kmbulance $27-4111 Hospital Greater Bakersfield Memorial, 420-34th Street, 327-1792 ~oison Con,roi Center (209)445-1222 , Police (include local, county sheriff, s~aue) ~akersfield Police DePt. 327-7111 Fire Departmenu Bakersfield Fire Dept. 32~-. 42 Air~orc >~eadcws Field Kern County 758-6271 Agency Ccnzact (EPA, Stare, Czunzy)Kern Co. Envir. Health Services Deut.'' Dolores Gouqn/ ~UDio6i-36~6 Local Labcri5sry Client Conmacu Scott Shrader (805)398-3425 ~ SITE RESOURCES WaEer Sug~i'y Source' Teieuhone Number (805)398-3425 Pager Number o EMERGF. NCY ROUTE. S Direcuions to hospital (include map)East on District Blvd. to Stine and proceed North to White Lane. COntinue eastward on White Lane and make a left onto Wible Road. Take Wible Road to 24th Stree% and proceed eastward to-chester Ave. Make a left onto Chester Ave. and make a right onto 34th Street. See attached mad Emergency Egress Routes to Get Off Site Proceed westward from former diesel storage tank area onto concrete pad "~' ' '- , ~ '" .~ , i'i ,' II ii!--_:' '"4 9 :. "-' i"'-- '" i '"" ~' ~ -,. -.. , / ~0 " " , ,,,., /]-) ~ ¥. 14,~ ... ~,:.. ""?;°"I "'" ......... ....... ::-.-- ..,) ~'- L/SITE LO "'~" ~ , i," .~, , . , · , "OISTRiCT BLVD. 's ~ , .. ,," ~ ' ~ .~. ~' ~ ) ~e~i~ .~:: .... ~' ~ ~ ..~' ,, .:,.~ . , .~ ,,~ ~,~,,~ , ~ ~ .~ ~..;;.. .... ~ ....... ~ , · ~ ,,~ · , ~ .x~ ~ I/ ' ~ : '~" · .......... ""' "' ~ , , ' ~ ..... . ,/ , ~ t~ ......... . , ~,~. >.~,,- xs.I ~ ' · ~ I ~] i .. .t ....~ ....... · i ~ / ,. - /', . :~ ~ · ~ ~ ..: .... .- // ~' , , ~ ,,I. ,, ~ .~. ... ~ ~: ' ~ ~~' ~, / ~ ~ .J' i/ ~ .... .' ~ , ~ ..., N ~ , · ,, , ...... , x ? ,' .,~:; ; ~ .~ · ~ : I /? I. ' ~ ~ ~ ~', .................. ' .... FIGUH~ ~) M~iile Forest proQuc~ ~o ~ Mi~e, B~e~ield, C~iforni8 8~em~: ~SGS 7.5 Min~a ~u~ie , Gosior~ C~[o~a 1973 F. Equipmen= Checklis= Pro=ec=ive Gear Level C No. Air Purifying Respirator Caruridges (Ty. pe ) P'rotec~ive Coverall (Type) Rain Suit Butyl Apron Surgical Gloves Gloves (Ty~. e ) Work Gloves Neoprene Safe~-y Boots Steel-toed. Work Boots Hard Hat ' Booties ' Level %_ Air Purifying Respiranor Cartridges (Type orqanic )' X ProUec~ive Coverall (Type Tyvek ) X Rain Sui5 Surgical Gieves X Work Gloves X Neoprene Safe~y Boots X S~ee!-tOed Work Boots X Hard Hat x OV~4/Pho~oioniza~ion Detector Interface Probe Pipe and Cable Locator Temperature Meter PH/Conduc'~ivity Meter Survey Equipm6n~ Draeger Pump, Tubes Monitox (HCN, Hz S) Heat 'Stress Monitor Personal Sampling Pumps Firsn Aid Por~able Eye Wash ' Fire Extinguisher Decon==~ nation E~i~en= Wash Tubs Scrub ~rusites x Denergenu (Type ' TSP ) X Soivenu (Type ) x Trash Bags x Duc= Taue X IPaDer Towels ' X Face Mas~ Saniuizer Disti!led/Deionized Water X 8 oz. Bottles VOA Bo~les l-liter Bo~t!es 3' Bailer BraSs T~es !.7" Hand Pump String Hand Scoo~ Hand Auq~r/Hand Sampler T=uck Equipmen= Tool Kit Lug Wrench Truck Check-Out Gas Oil Antifreeze ~a~ery Windshield Wash Survey '?ape Camera Film Bunq Wrench Skcve! Banner Tape 55-Gall'on Drum Drum Dolly DrUm Pump Shipping Equipmen= I Coo!ers 19ain~ Cans with Lids Vermicuii;e Shiuuing Labels DOT Labels Strapping Tape ~o~Zle Lakeis _=aggles Cus~csy Seals Chain-Of-Cusucdy Forms DAIL~ S~'~E SAFETY REVTZ~ ~ENE~ INFO~M~T!ON DATE: TI~: ~ PRO.CT No.: PRO.CT N~/LOCATION: CLIENT CONTACT: OB~CTI~S: TYPES OF CHEMIC~S ~TICIPATED: ~ETING CONDUCTED BY: TOPICS DISCUSSED ~ PHYSIC~ ~%Z~ (S): C~M!C~ ~Z~ (S) :~ PERSON~ PROTECTION: DECONTaMINATiON PROCEDU~S: SPECIAL SITE CONSIDERATION(S): , CHECK-SIST !. Emergency information reviewed by workers?__ 2. Site safesy plan ava!iab!e an~ its !ocasicn known to all workers?__ ATT~.NDEES >lame Prin~eC Sicna~ure Me=~nc Ccnduc~ed Bv: · , SignaUure February 20, 1991 BEI No. 91036 Proposal for Performance of Remedial Action MANVILLE FOREST PRODUCTS FACILITY 5801 District Boulevard, Bakersfield, California Scope of Work The scope of work for this remedial action has previously been approved by the Kern County Environmental Health Services Department. It entails: 1) removal of all water located in the tankbackffll, and 2) capping the soil surface near the tank to prevent additional water from entering.the backfill. No soil remediation is planned as part of this work. . .... Blymyer Engineers proposes to accomplish the above-mentioned work by performing the ~ ~X[i Installation of a 4-inch diameter PVC 'well near the storage tank in'the'vicinitY'of ma J;" - bore B-2. This well may later be used as a monitoring point to determine whether water ' re-enters the backfill. 2. Removal of approximately 200 gallons of water contained in the. backf'dl by pumping from the well. All pumped water will be collected in 55-gallon drums and sent to X~~';' Gibson Oil and Refining Company, located in Bakersfield. ,,'DeNenno-Kardoom ~Sd~ ~~.~" Company, lOCated in Compton, will be used as an alternate facility for receipt of the F'~ ~.~,~ waste water. ~)-3:~,) Paving the 45-foot by 30-foOt grass covered area around the. tank with asphalt. Reroufing · : of the sprinkler system located near the tank area is also included this task. PDolores-- Gough, the supervising regulatory official for this project, indicated that performance 'of these tasks is an acceptable means of accomplishing the scope of work. Her approval was indicated during a telephone conversation on January 24, 1991. The necessity.of abandoning the moniioring well will be determined following completion of the above-mentioned tasks. Finally, a brief report will be prepared to document activities that occurred at the site. Site Safety Plan A site specific site safety plan is attached to this proposal. Scheduling Blymyer Engineers is prepared to proceed with the proposed work within two weeks of approval to proceed with the project and will complete the work within 30 days. RESOURCE MANAGEMENT AGENCY Env~onmenta~ Health ~ ~nt ~D~L L. ABBo~ ~ Mco~ ~ ~, ~s, DIRECTOR : ~ Po~ Co~l ~ DASD PRICE ~I ~ J. RODDY, ~CO ~SIST~T DI~CTOR ~i~ & D~t ~ ~ent ~ J~, ~CP, D~CTOR ENVIRONMENTAL H~~ SER~CES DEP~~NT May 20, 1991 J. Scott Shrader -Manville-Forest Products 5801 District Blvd. Bakersfield, CA 93313-2134 SUBJECT: Location: 5801 District Blvd., Bakersfield, CA Known As: Manville Forest Products Permit ~: 310012 'Dear Mr. Shrader: This letter confirms the completion of site investigation and remedial action at the above site. With the provision that the information provided to this agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at'this time. Please be advised that this letter does not relieve you of any liability und~ the California Health and safety Code or Water Code for past, present, or future operations at the site. Further, it does not relieve you of the responsibility to clean up existing, additional or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. Additionally, be advised that changes in the present or proposed use of site may require further site characterization and mitigation activity. It is the property owner's responsibility to notify this agency of any change in report content, futUre contamination findings, or site usage. If you have any questions regarding this matter, please contact Dolores Gough at (805) 861-3636 ext. 545. Manager Hazardous Materials Management Program CB:OG:jg cc: Robert Galley, Blymyer Engineers, Inc. 2700 "M" STREET, SUITE 300 BAKERSFIELD, CALIFORNIA 93301 (805) 861-3636 FAX: (805) 861-3429 PRINTED ON RECYCLED PAPER :: RESOURCE MANAGEMENT AGENCY. · ' ~ Environmental Health Sen~ces Department RANDALL L. ABBOTT ~ STEVE McC^,, ~'. RE~S, OmECTOR DIRECTOR DAVID PRICE HI wr~ra~ j. RODO¥, ~oCO ASSISTANT DIRECTOR l~mmng & Develooment Sen~ices Department TED JAMES, AICP, DIRECTOR ENVIRONMENTAL HEALTH SERVICES DEPARTMENT May 20, 1991 J. Scott Shrader Manville-Forest Products 5801 District Blvd. Bakersfield, CA 93313-2134 'SUBJECT: Location: 5801 District 81vd., Bakersfield, CA Known As: Manville Forest Products Permit #: 310012' Dear Mr. Shrader:~ This letter confirms the completion of site investigati~ and remedial action at the above site. With the provision that the information provided to this agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at this time. Please be advised that this letter does not relieve you of any liability unde~ the California Health and Safety Code or Water Code for past, present, or future operations at the site. Further, it does not relieve you of 'the responsibility to clean up existing, additional or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. Additionally, be advised that changes in the present or proposed use of the site may require further site Characterization and ~itigation activity. It is the property owner's responsibility to notify this agency of any ~hange in report , content, future contamination findings, or site usage. If you have any questions regarding this matter, please contact Dolores Gough at (8'05) 861-3636 ext. 545. Manager Hazardous Materials Management Program CB:DG:jg cc: Robert Gailey, Blymyer Engineers, Inc. 27~ "M" S~REET, SUI~ 3~ BAKERSFIELD, CALIFORN~ 93301 (~5) ~1-3636 FAX: (~5) ~1-3429 WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT CONTRACTOR NO: 15000 SOURCE OF FUNDS: SUBSTANCE: SITE NO: ..F/O~/.~ FEDERAL EXEMPT: N PETROLEUM: ADDRESS: ,..C,~'~;/ ,g~Ze7%,','c 7~ ,~'/~ a/ DATE CONFIRMED: O_L/~/I SITE STATUS CASE TYPE: ~ CONTRACT STATUS: I EMERGENCY RESPONSE: RP SEARCH: S DATE UNDERWAY: 0//.3// ~0 DATE COMPLETED: D.//3// ~__d PRELIMINARY DATE UNDERWAY: /~///~2/9~ DATE COMPLETED: ASSESSMENT: ~ ' REMEDIAL DATE UNDERWAY: ~.~//~/~ DATE COMPLETED: D~7/// /~/ INVESTIGATION: ~.. REMEDIAL ACTION': ~ DATE UNDERWAY: ¢9'//F/~/ DATE COMPLETED: POST REMEDIAL DATE UNDERWAY: /. / DATE COMPLETED: ACTION MONITORING: ENFORCEMENT ACTION TYPE: DATE TAKEN: TAKEN: LUFT FIELD MANUAL CONSIDERATION 2, S, C, A. (CATEGORY 1, 2, 3, PLUS H, S, C, A, R, W, G, OR O AS APPLICABLE) CASE CLOSED: )" DATE CLOSED: DATE 'EXCAVATION STARTED: / / REMEDIAL ACTIONS TAKEN: ~ RESPONSIBLE PARTY CONTACT NAME: J~. ~¢0T~7~ ~/~rMO/e~' SPECIALIST: ~- COMPANY NAME: /~)~','//~ /~','-~7~ ~m~/~7~..~ SENSITIVITY: ADDRESS: ~'~,/~2ctZ/¢ ~ ~/~ o/' .ABANDONMENT i: CITY/STATE: ~,~-/-~/,-//,LC/7 ~/3 DATE OF REPORT: ~.r/.~'/~/ PHONE #: (__) __-__ LEAK REPORT: Y B LYMYER E N G t N E E R S, N C. BE~ BEI No. 91036 Ms. Delores Gough, Hazardous Materials Specialist Hazardous Materials Management Program Environmental Health Services Department 2700 "M" Street, Suite 300 Bakersfield, California 93301 Subject: Proposal for Performance of Remedial Action Manville Forest Products Facility " 5801 Di. strict Boulevard, Bakersfield, California Dear Ms. Gough: Enclosed is a copy of the remedial action plan for the above-referenced site. As stated in the plan, Blymyer Engineers is prepared to proceed with the remedial action within two weeks of approval from the Environmental Health Services Department. , Please do not hesitate to call me at (415) 521-3773 if you require any additional information. Sincerely,. BLYMYER ENGINEERS, INC. Rober~ M.' Gailey Hydrogeologist RMG:crr 'EnclosUres (415) 521-3773 · 1829 Clement Avenue, Alameda, California 94501-1395 · FAX (415) 865-2594 B LYMYER =' '""' E N G I N E E R S, N c. ' BE~ BEI No. 91036 Ms. Delores Gough, Hazardous Materials Specialist Hazardous Materials Management Program Environmental Health Services Department 2700 "M" Street, Suite 300 Bakersfield, California 93301 Subject: Addendum to ' · Proposal for Performance of Remedial Action -..~ :' Manville Forest Products Facility 5801 District Boulevard, Bakersfield, California ,Dear Ms. Gough: The propOsed 4-inch monitoring well will be installed to a depth of 15 feet. A well screen length of 10 feet will be used. Please do not hesitate to call me at (415) 521-3773 if you require any additional information. Sincerely,. BLYMYER ENGINEERS, INC. Robert M. Gailey Hydrogeologist RMG:crr Enclosures (415) 521-3773 · 1829 Clement Avenue, Alameda, California 94501-1395 ° FAX (415) 865-2594 ~- : BLYMYER ENGINEERS, INC. FL~TTr-'~[:~ (~[~== ~=~,~~]j-]~=~=u/~j-L " 1829 Clement Ave. ~ ALAMEDA, CALIFORNIA 94501 (415) 521-3773 O^T~ IJoa .o. TO Hazardous' Materials Manaqement Proqram Addendum Environmental Health Services Dept. 2700 "M" Street, Suite 300 Bakersfield, CA 93301 GENTLEMEN: WE ARE SENDING YOU ~] Attached [] Under separate cover via .the following items: [] Sh6p drawings [] Prints [] Plans [] Samples [] Specifications [] Copy of letter [] Change order [] COPIES DATE NO. DESCRIPTION 1 02/27/91 Addendum to Proposal for Performance of Remedial Action - Manville Forest Products Facility THESE ARE TRANSMITTED as checked below: [] For approval [] Approved as submitted [] Resubmit copies for approval ~] For your use [] Approved as noted [] Submit copies for distribution [] As requested [] Returned for corrections [] Return~corrected prints [] For review and comment [] [] FOR BIDS DUE 19__ [] PRINTS RETURNED AFTER EOAN TO US REMARKS COPY TO. SIGNED: Robert M. Galley/mc If enclosures are not as noted, kindly notify ua at once. Dolores Gough October 16, 1990 Hazardous Materials Specialist- Hazardous Materials Management Program 2700 M Street, Suite 300 Bakersfield, CA 93301 suBjECT: Site characterization for Manville Forest Products~ Dear Mrs. Gough: The enclosed is a copy cf the draft lab results of the borings.for the sight characterization of the diesel and MEK _ area. If you should have any questions regarding this matter, please contact me immediately at (805) 398-3430. Sincerely, Scott Shrader ~' ~m.'~i~i~ Plant Fngineer ..:,~:~ ~:,~. Environmental Co ,=: ~.o:~ - . ~ Manville Forest Products Corporation ~ ~ ~ Packaging Division BekemfieM Carton Plant ~ 580 ] District Boulev~rd · Bakersfield, California 93313-2 134 · 805 398-U4UU. Dolores Gough November 9, 1990 'Hazardous Materials Specialist Hazardous Materials Management Program 2700 M Street, Suite 300 Bakersfield, CA 93301 SUBJECT: Site Characterization for MFP Mrs. Gough: The enclosed is a copy of the final report prepared by Dames & [4oore for Manville Forest Products. If you should have any .questions regarding this matter, please contact me immediately at (805)398-3430. Sincerely, : - /J. Scott Shrader / Plant Engineer. Environmental Coordinator Manville Forest Products Corporation Packaging Division · Bakersfield Carton Plant 5801 District Boulevard · Bakersfield, California 933 t 3-2134 · 805 398-3400 ~-.~" , · } 3700 Lakovlllo Highway, Petalume, CA 94952 " ' i*' *" '* '* . ' P.O. Box 808024, Petaluma,*CA, 94975-8024 ATTN· PLEASE DELIVER ASAP - THANKS - (8 Pages Total) Bob Troutman Clien{ Code: DAMC1 Dames ~ Moore Survey MANVILLE 6701McDivitt, Suite B Bakersfield, CA 93313 Page 1 " L A B O R A T O R Y R E SU i. T S Date Collected: 09/17/90 Laboratory Job No.: 905720. Date Extracted: 09/27/90 Date Received: 09/19/90. Date Analyzed: 09/28/90 Date Reported: 10/04/90 . ASSAY: TOTAL RECOVERABLE OIL AND GREASE.(3550/SM 503D) MATR I X: SO I L DETECT I O1~ LIMIT , · LABNO SMPLNO-ID mg/kg' mg/kg 28968 B3-3A ND 30 28969 B3-SA ND 30 Laboratory Job N Date Collected: 09/17/90 Date Received Date Analyzed: 09/26/90 Date Reported ASSAY: LEAD (EPA 7420) COPPER (EPA 7210) ARSENIC (EPA 7060) MATRIX: SOIL, ACID DIGEST LABNO SMPLNO COMPOUND FOUND CA TTLC ,L mg/kg' 28968 B3-3A PB 5 1,000 CU '2 2,500 AS ND 500 28969 B3-5A PB 6 1,000 CU 12 2,500 AS 2 500 ~,Dato coilocted: 09/17/90 L~bora~or¥ Job No.: 005720 .~ , 9a~e Ex~ao~od: 00/26/00 D&~ R~o~ived: 09/19/90 ~ D~o An~lyzed:..O9/27/90 o D~e Reported: 10/0~/90 ASSAY; ?PH/DIESEL (EPA 8015) MATRIX: SOIL LABNO SMPLNO- ID RESULTS DET, L IM 28950 B1-3A I~ DIESEL 2600 mg/kg 5.0,mg/kg' 28951 B1-4A DIESEL 2100 mg/l~g 5,0 mg/kg 28952 D1-SA ~0~ DIESEL ND 5.0 mg/kg 28953 B1-9A t~~ D I ESEL ND 5 .~g 2895~t BZ-3A ~b .' DIESEL 2200 m~/k~ 5.0 m~/k~ 28955 B4-4A DIESEL 1000 mg/kg 5,0 mg/kg 28956 B~-6A '50~ DIESEL 1400 mg/kg 5.0 m~/kg 28957 B4-8A DIESEL ND 5.0 mg/kg 28958 B4-gA DIESEL ND 5.0 mg/kg 28959 BiO-6A DIESEL 1500 mg/kg 5.0 mg/kg ; · Laboratory dob No.: 905720' LABNO SHPLNO-ID RESULTS DET.LI:H 28960 BIO-SA DIESEL 1200 mg/kg ~ 5.0 mg/kg / 28961 BiO-i~A 20 DIESEL 960 mg/kg S.O mg/kg 28962 B10-16A DIESEL 900 mg/kg 5.0 mg/kg 28963 B10-18A ~0' " DIESEL 920 mg/kg 5.0 mg/kg 28964 B10-2OA-SAND ;o~' DIESEL 1300 mg/kg ~ 5.0 mg/kg / 28965 BIO-2OA-CLAY DIESEL 490 mg/kg 5.0 mg/kg 28966 B2-SA DIESEL 750 mg/kg 5.0 mg/kg ] 28967 B2-6A DIESEL 1600 mgfkg .5.0 mg/kg Date Collected': 09/17/90 Laboratory Job No.: 905720 ~.,,,. ~DD~,.te Extracted: 09/20/90 Date Received: 09/19/90 = Date Analyzed: O9/21/90 Da28 R~ported: 10/04/90 ASSAY: BTEX' (EPA 5020/8020) MATRIX: SOIL LABNO SMPLNO-ID RESULTS DET.LiM. 28950 B1-3A BENZENE ~.14 mg/kg 0.040 mg/gg TOLUENE ~-ND?'' O.040mg/gg ETHYLBENZENE ND 0.040 mg/kg XYLENE 0.14 mg/kg 0.040 mg/kg 28951Bt-4A BENZENE ND 0.040 mg/kg TOLUENE ND o.O40 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE 0.15 mg/kg 0.040 mg/kg 28952 B1-8A BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ND 0.040 mg/kg 28953 B1-gA BENZENE ND 6.1040 mg~kg TOLUENE. ND O,:040'm~/kg ETHYLBENZENE ND 0.~040 n~/kg XYLENE ND 0.040 mg/gg 28954 B2-3A BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 m~/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ND O.OqO mg/kg L A B o 1:~ A T 0 K Y, l:t E S U L T S ., LaboratorY Job No.: 905720 LABNO SMPLNO-ID RESULTS DET,LIM 28955 B4-4A BENZENE ND 0.040 ma/kg TOLUENE 0.34 ma/kg 0.O40 ma/kg ETHYLBENZENE ND 0.040 ma/kg XYLENE 0,31 ma/kg 0.040 ma/kg 28956 B4-6A BENZENE ~D 0.040 mg/kg TOLUENE ND 0.040 ma/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ~ 0.14 m~/k~ 0.040 m~/kg 2895] B4'8A BENZENE ND 0.040 m~/kg TOLUENE ND 0.040 m~/kg ETHYLBENZENE ND 0.040 m~/k~ XYLENE ND 0.040 m~/kg 28958 B4-gA BENZENE ND 0.040 m~/k~ TOLUENE ND 0.040 m~/k~ ETHYLBENZENE ND 0.040 m~/k~ XYLENE ND 0.040 m~/kg 28959 BiO-6A ~o/ ' BENZENE ND 0.090 mK/k~ TOLUENE ND 0.090 m~/kg ETHYLBENZENE ND 0.090 mg/k~ ×YLENE 0.09 m~/k~ 0.090 m~/k~ 28960 B10-8A ~C," BENZENE ND 0.040 ma/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 m~/kg XYLENE ND 0.~040 m~/kg ~ ., Labor&tory Job No.: 905720 LABNO 5MPLNO-ID RESULTS DET.LIM 28961 BiO-iRA ~O~ '=~~ ' BENZENE g/kg 0.040 TOLUENE 0.61 mg/kg O.ORO mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE 0.29 mg/kg 0.040 28962 BiO-16A BENZENE ND 0.040 TOLUENE ND 0.040 ETHYLBENZENE ND 0.040 mg/kg XYLENE :ND 0.040 mg/kg 28963 BIO-!SA ~0~ BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg ×YLENE 0.07 mg/kg 0.040 mg/kg 28964 BI.O-20A-SAND ldo~ BENZENE kg 0.040 mg/kg TOLUENE kg ETHYLBENZENE ND 0.040 m~/k~ XYLENE ·0.09 mg/kg 0.040 28965 BiO-2OA-CLAY , BENZENE ND 0.0'40 mg/kg TOLUENE ND 0.040 ETHYLBENZENE ND 0.040 XYLENE ND 0.040' mg/k~ 28966 B2-5A BENZENE ND 0.040 m~/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ND 0.040 mg/kg ,, Laborat0ryJob No.: 905720 LABNO'SMPLNO-ID RESULTS DET.LIM 28967 B2-6A TOLUENE ND 0.040 m~/k~ ~ ETHYLBENZENE ND ~ 0.040 m~/k~ ×YLENE 0.06 m~/k~ 0.040 m~/k~ ; Laboratory Job No,: 905?85 LABNO SMPLNO-ID RESULTS DET.LIM 29406 B-13/?^ METHYL ETHYL KETONE ND 0.03 mg/kg' 29409 B-11/17A METHYL ETHYL KETONE ND 0.03 m~/k~ 3700 takavllle Hlghw-y, Petalum., CA 9495:~ P,O. Box B08024, Pet. luma, CA, 94975-802,4 ATTN: PLEASE DELIVER ASAP - THANKS - (5 Pages Total) Bob Troutman Client Code: DAMC1 Dames ~ Moore S~rvey MANVILLE 6701McDivitt, Suite B Bakersfield, CA 93313 Page t LABORATORY RESULTS Date Collected: 09/19/90 Laboratory Job No. :, 905785 Date Extracted: 09/27/90 Date Received: 09/24/90 Date Analyzed: 10/05/90 Date Reported: 10/11/90 ASSAY,: METHYL ETHYL KETONE (EPA 5020/8015) MATRIX: SOIL LABNO SMPLNO-ID RESULTS DET.LIM 29397 B-11/3A METHYL ETHYL KETONE 22 mg/kg 0.03 METHYL ETHYL KETONE 3.6 mg/kg 0.03 ms/kg 29399 B-11/9A METHYL ETHYL KETONE -; 6.4 ms/kg 0.03 29400 B-11/llA METHYL ETHYL KETONE 6.2 ms/kS 0.03 mg/kg 29401 METHYL'ETHYL KETONE ND' 0.03 29402 B-11/19A METHYL ETHYL KETONE ND 0.03 mg/kg 29403 B-11/20A METHYL ETHYL KETONE ND 0.0,3 29404 B-12/2A METHYL ETHYL KETONE ND 0.013 mg/kg 29405 B-13/SA METHYL ETHYL KETONE ND 0.03 ms/kg " · .... 8oil BORING B-i ....... ~ 'm ......... SP I~ ~ Ofeyleh. br~ m.dlum = eeuse I~d, mdat, m~a~ ~or ............ ~ ..... - .......................... I~ ' i I~l,' 4 xg I ................... J ~ :~ .; .~.:~:~; .................................................................. ..................................................... ....... , .................................................................... . , , ....... ..................... ....................................... F .........~.. ,,.,.~.,.. ........................... ~ ....... t,',.~ ......................... m'" ~:~' T ~ "~', ~"*'"""~ / LOG OF BORING MANVILLE FOREST PRODUCTS Bakerslield, California DAMF~ & MOORE, ' -~- '" ,~o,~. BORING B-1 CON . . DESCRIP~ON ...... ' .................... ~ ....... .,._.. a0-~ 12 1-40' ~... ~'~:. TFlnetom~lum~d B~ng B-1 mmple~d at a ~emh of ~pm~m~tely 18 f~t bgs on ~p~m~r 17, ~ ....................................... No ground w~e, LOG OF BORING ~ .'~'.' MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE ......... BORING B- ,&MPLE DATA TYPE DRIVING METED: DS$CRIPT1ON M~ ~ ~r~. fine ~ m~lum NIW cley ...... ~ ................................... OL S g ~ A~ ~, ve~ ~llght odor ......... ,~ Br~n m~e m ~and~ 9r~l, moist, n~ ~or ............... ~ .................................. ................. t ......................... ~ ~ ~ 8~km~lmmm~iet~d, _ - ................................................. 15 20 11 - 2 1~' - ~ S ' ~ ~k~my ~ne ~ medium ell~ ........................... ~ ~er~ grou~ wa~r ~ O~k grey m~lum ~ oo~r,e ~ndy grail, mol~ ~llg~t ~or ..................................................... ............................................. 26 30- ~ ' ~ ' - ~S' ~ SP ~ Grey m~lum t~ ~[ree gr[velly ~nd, moist, m~ar~ odor .............................................................. ~[ ~ ~ Grey m~l~ m ~ ~ng B-a te~ln~ted al a d,pth~of ap~ro~lmalely ~0 f~t bga ~ Septem~r 17, 1~0. ................................................ ~ .................... G~und w~ter enceunter~ st epproxim~ely 15 feet ~e. -~ , , LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE "" "~ ~o~[,"' BORING B-3: ~AMPLE DATA TYPE .... ' 'DESCRIPTION .............................................. B~ all~ fine ~ ~ame ~nd, lease, resist, ~ eaor B~n fine to ~ae e~dy ~layey all~ mol.~ no ~ / 2~ 0- ~- ~ -- 2~'-- S - ~' ~ Greyleh.brownflnemm~um~il~d, mJ~ue, moi,cnoodor Boring 84 ~m~let~ st a deg~ of ~proximate~ 25 f~ baa on 8eptem~r 17, 1~o. .............. ~ ........................................................ No ground water enaoun~r~. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMF~ & MOORE, gA,~.~.m =^'fAa~L BORING B-4 OVA (ppm): l ! _. ~ ~ ~ SAMPLINQ METHO01 D.mee & Moore U-Type ~URFAOE ~NDITIONe: bv~ ~. ~u~, hot MANVILLE FOREST PRODUCTS Bakemfleld, California DA~ & ~OOEE SOIL BORING B-4 CONT'D I&MPLE D~TA TyI~I OVA (ppm) SAMPLING METHOD; Damea & Moore U.Type DRILLING METHOD: a" Hollow Stem Auger SURFACE CONDITIONS: Leve~ ~o11, sunny, warm I~E"~CRIPTION T Omde~ to light greylah.brown~ dh/, ve~/~llght ~dor Tan medium te ~ar# lend, d~/, no Borlr~ 8.4 cnmpleted ~t · depth of ~Ppr~xlmateiy 46 feet bgl on ~pt~mb~ 17, lgl~O, No ground water encountered, · · LOG OF BORING · e MANVILLE FOREST PRODUCTS Bakersfield, California DAh~[ES & ~OORE I~''~' "~;O. BORING B-5 ......... I ~ ., SAMPLING METHOD: Dames & Moore U-Type DESCRIPTION _ , ~" ~C~'. ) ~se ~ grail ~ gravelly a~d, ................................................... aP ~ ~rkb~nclsyeyslltWl~somea~an~a~gr~l,d~,noador ....................................................... ............................... ; ................. S~ ~]lJ Bmwnflne~medlum~lltto~ll~d,d~.n~r J~ Mo~ed brownish.mst b~n, dsyex silt ~ sll~ clay, elighl~ molsL no odor 16 0 1~--1~-- $ - OL ................................................. s~ I~ ........................................ r ....... I',:~,,:~,:~. 2s o ~B -- 25,. ~ 5 - i~,,..~ Boring 8-6 compte~d at s dep~ of ~proxlmmtely ~ f~t bgm on ~pfemM? lg, 1~0. ............................................................. No ground water encounmr~. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE " ~o;~' ' BORING B'7 DEaCRIPTION i .......................... L ..... ; ...........T B~n daVey slit to B 0 ~a : 6 I CL . Mo~ed br~at ......................................... CL M.ffied br=wnla~tt b~wn fine ~ ~1~ .~ ~y, ~ ~ ~ o~ ~;-~- o ~9 -- ~; -]- 3 - .......................................... aP Light brown medium m ~ar~ .nd, ~, no odor 20 .~, 0 2g --20' - 4 ' ............................................... o-~- ,, --t_~ - s - ~ _ ~ T ~" ,o,~h, ~,~.~w. ........................................................... Borloo B.7 compiei~ at a depth af~a~roximately 25 f~t bgs on ~tsm~r lg, 1~0, ................................................................ No groun~ water en~unmr~. -30 .,, LOG OF BORING ~- MANVILLE FOREST PRODUCTS .. B~orsfiold, California ....... ;&L BORING B-8 "' ~ ~ DRILLINO METHOD;, ...............................................GP ,~%~ TM. Brown medium to ceu~ ~dy gm~el, ~, no ~or ......................................................... .,,~ ........................................ ~,~ B~n tim te m~ae ~and wlffi some Fa~l, d~, ne odor ................ Sp / M~ B~wn fine to me~tum ill~ clay ~ clayey allh d~, no ~or ;. ~. MgM N~n medium ~ ~a~e 10 0- 1~-1~-- I - ...................................................... ,., : / ~ ~' ~. q.:'~ ~r,~'-:-.. :. ............... 20 ._ 0 $1 - 2~'- 4 - '~' ~"~ Greyl,h.b~nmedlumto ................... , .............................................. Bodng B-8 ~empleted at a de~ ef 2e f~t bge on. Sep~em~r 19. lgg0. ....................................................................... No grou.d wstet ~ .... LOG oF BORING MANVILLE FOREST PRODUCTS B~ersfleld, California DAMES & MOORE ~' ~ .~'IL BORING B-9 eAMPI,~.DATA TYPE OVA (ppm) ' ~ 8AMPLIN(3 METHOD: Dm'nell & Maore U-Type ,. . DESCRIPTION ,, , "' ML, ~ B~vn clayey ellt t~ allty cl~y, dry,~ne ador ~ ............ 1 ................. -~ ...... I i MU m~n fib. m medium .lin ,_;5 ............ i ..................................... = _ ,' ....................... ' ............... : ................. ~ Light gr~yl.h-bmwn m~lum .............................. ] ................................ T a, Bet{nO 8-g ~mplet~ at a de~ of ~proximately 35 f~; bg~ o~ ~;~mber 1¢, lg90. No 0round water encounterS. LOG 0F BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE ,~o~,- BORING B-10- SAMRLE .DATA TYPE · DRILLING METHOD: 8" H°llaw 8tern Auger ............. .................... MUCL ! ~,,,.j Brown'silty olayto etaYey el t, meier; alight Odor SP g il Medium brown fine ~ re. lure ,~d with trmm ,It, dry, ne ~1~, lo o 2, -- ~o'-2;. .................................................... ~J~'i 18 0- - 18 ~-18'-- 8 - ~ ~ g~nell~alay, mal~l,~odat ~'. ....................... T Oradee t0 grey, ~llgh~ 20 .~ 10 lg'-2~ -- 4 - -~-~ .......... , ........................................... , .............. ~.-. LOG OF BORING MANVILLE FOREST PRQDuCTS Bakersfield, California : DAM~ & MOORE ' ' so~L BORING B-10 CONT'D SAMPq;[ DATA ......... SAMPLING METHOD; Dames & Moort U.Type 80 ,g~ S6 ~80'-- ~orin0 ~10 ~mpleted ~t a dep~ of apprextmately 1 ~ f~t bg~ O~ ........................................................................... No ground water en~unter~. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORI~ ~~ ' ......... sa~ BORING B-10 CONT'D SAM PLE. DATA T1/PE ' .... SAMPLING METHOD: Dames & Moore U-Type ................................ ~ ~ ~ Aa above, grey m.lum ~ ~arse sand, d~, Slight odor ,o ,~ .... ~--,,.. - ~g. · .............................................. ~ 8-~' ~''~'-- 10' ~ " ~:~:'" ...... ......................... ~0 12'~' 41 '-- .................................................................. ......................................................... eS --- 20 71 - ~ ~' - -. 13 - Omylah*bt~n m~lum to m~'=~d, slight odor -70 . - 70' -= 14 - LOG OF BORING MANVILLE FOREST PRODUCTS Bake?sfleld, Callfornla DAMES & MOORE ...... iaL' ' BORING B-11 SAMPLE DATA TYPI~ .... re 8AMPLII~I~ METHOD: Oamem & Moore ~ ~ ~ ~ ~ ~ DRILLING ME~O; 8' Holl~ Sam Auge A~phelt ....................................................... '~P $r~n madlum ~ ~ ~dy gra~, d~, no .I ..................................... , ~ ..... ................................................... . .......................... -700-~ - 13 -- I~ - ............................... ~ Ll0ht br~n m~lum ~ mine ~. ~, 32 -- 20' ~ '' 30' ' S .~ ~ Oradeatofloh~rbmwn / : LOG OF BORING ' MANVILLE FOREST PRODUCTS Bakersfield, California D,4~4£$ & MOOR~ .u, ,oi~ BORING B-11 CONT'D SAMPLE DATA TYPl DRILLING METHOD: ii" Hallow 8t.m Auger , 81 - 80' - - 18 - Ught brown ~1~ · co~ee'M~ wl~ eom gmvN ..................................................... ~ · ~ror, Boring ~11 ~ompla~d at a depth of app~xl~a~ly 100 f~t bg~ on ......................................................................... No ground water encountered. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAME3 & MOORE ' ,o~ BORING B 1 CONT'D SAMPLE DA. TA TYPE ~ ~ ~ ~ ~ ~. ~ ~ ~ m ~ 8U~AC~ CONDITI~;: L.v., a,,~ ,unny, hot DE~CRIP~N ............................................. ~ ....... ............................................. 4~-~ 1~ 87.,-4~-. 9 - - ........................................ ~ ....................................................... ~,~ .~t~: ~5--~ ._2240. ................................ ~- 18 - - 55' - 11 ' ~ ~ O,rk grey ~11~ alay, rapist, n~ng odor .................... r..: ........... ~ .............. .................................................................. ......... "'"'""~;; ....... ,~: ....... :~;-'~";~:'~'"~'2 ..... T"~ ,~.,-,~' -~o - ' I ~ ' - LOG OF BOR~G MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE ..... ' 8oIL BORING B-12 DRIVING M~OD: 8' HolI~ 8~m Auger ~eph~t ............................................................. ................................................. ................................................ Boring a-12 ~fmlnat~ No ground water en~un~ed. -20 --- , LOG OF BORING MANVILLE FOREST PRODUCTS Bakemfleld, California DAMES & MOOR~ ' ~d~: I BORING B-13 SAMPLEDATA TYPE : I ~ 93 .1~ DRILLIN<3 METHOD: 8' Holl"w 8~m AU~ler · DESCRIPTION ~ ~[~ Br~nm~]umm~r.egra~l,Y..~d...dygr.vel. d.,~oodor T Oradee to aome clayey IIl~ lind to ~ndy 8111 ~ , ~;~l I I Light brown ell~ Rne = medium l~d m !andy .IEwI~ aome del, d~, 8P Ruat ~(~n to light br~wn m~lum to CO~ e~d, d~, ~ Boring ~13 ~mplel~ at a ~ep~ol ~p=xlmately 3~ feet ~e on S.ptember 20, lgg0. No oroun~ wam~ en~untemd. LOG O~ MANVILLE.FOREST PRODUCTS Bakemfield, California D~M~ & ~OO~ _~AI,.i 13 '91 1:3:18 FROr'I PIANUILLE' BKFD ~79 PAGE.O01 BAKERSFieLD, CALIFORNIA F A~X t~ (805) 398-3444' FROM: _ TOTAL PAGg$: ~ (including this one) If you hav~ ~n~,,,Problems transmitting, please call (805) 398-34~ ' ~, i/ '*" 'LA \ ~a _~'r,~\i~.B ~! FACSIMILE MEMO~NDUM' SHEET .- ,~7:-"' ' Date: ~/~ 'r '~ f ..:. ~Job No,: -~/~]~ ~f~ ~'~ ¢~- 32?7 '~ Total number of pages (including this memo) Originals to be maile~ Co~on Copy; if ~hls transmission h~ not a~ed as de~rlbed or tn readable Condition, please ccnta~ Blymyer ~ngineem, Inc. and we will m-tromm~, - · ~ O15) 521~773 1829 Clement Avenue, Alameda. CA 94~14395 Fox (41~' 86~2~94 Febn~ 27, 1991 BLYMYER ,.-_ Ms. Delores Gough, Hazardous Matcu'ials Specialist Hazardous Materials Management Program Environmental Health Services Departmen: 2700 "M" street, Suite 300 ~ Bakersfield, California 93301 Subject'. - Addend-m to Proposal for Performance of Remedial Action Manville Forest Products Facility ~. ;. ..~ 5801 District Boulevard, Bakersfield, california Dear Ms. Gough: The proPOsed 4Anch monitoring well will be installed to a depth of 15 feet. A well screen length of 10 'feet will be used. Please do not hesitate to call me at (~15) ~21-3773 if you require any 'additional in£ormation. , Sincerely,_ . BLYMYER ENGINEERS, INC. Robert M. Galley , Hydmgeologi~t RMG:crr (415) 521-3773 * 1829 Clement AVenue, Alameda, California' 94501-1395 * FA~((415) 865.2594 ~.REPORT PHASE I SITE CHARACTERIZATION FORMER UNDERGROUND STORAGE TANK LOCATIONS MANVILLE FOREST PRODUCTS FACILITY BAKERSFIELD, CALIFORNIA DAMES & MOORE JOB NO. 00834-'018-042 BAKERSFIELD, CALIFORNIA NOVEMBER 7, 1990 _~~DAMES & MOORE ; .~-, -f~. 6701 McDIVITT DRIVE, SUITE B, BAKERSFIELD, CALIFORNIA. 93313 (805) 397-3373 FAX (805) 835-8456 November 7, 1990 Manville Forest Products 5801 District Blvd. ' Bakersfield, California 9~313 Attention:Mr. Scott Shrader Plant Engineer Subject: Report Phase I Site Characterization~ Former Underground Storage Ta~nk Locations · ' Manville Forest-Products Bakersfield~ .California Dear Scott: ~ Dames & Moore is pleased to submit this. report summarizing the results of our Phase I Site Characterizaition Inwestigation au your Bakersfield Manufacturing Facility. Should you have any qUestions regarding this ~eport, please call. Very Truly Yours DAMES & MOO~E Richard N. Stout California Registered Geologist Robert E. T~outman Project Geologist cc: Mr. Charles Welch Manville Forest Products TABLE OF CONTENTS ~Section No., Page No. 0 INTRODUCTION 1 2.0 P~RPOSE ~ND 'SCOPE ................... ' ..... 1 3.0 INVESTIGATIVE METHODS 3.1 Drilling And Soil Sampling ........ 2 3.2 Analytical Testing Program ........ 4 4 0 HYDROGEOLOGIC SETTING 5 5.0 INVESTIGATIVE RESULTS 5.1 Soil Conditions~ .................. 6 5.2 Field Evidence of Contamination... 7 5.3 Analytical Results 5.3..1 Chemical Testing ........ ~ 8 5.3.2 Physical Testing ........ ... '10 ~ 6.0 SUMMARY AND CONCLUSIONS .................. 10 TABLES FIGURES APPENDICES LIST OF TABLES Table No. 1 Laboratory Results, Volatile Organic Compounds 2 Analytical Results, Oil and Grease, Metals Scan LIST OF FIGURES Figure No. 1 Site Location Map. 2 Boring Location'Map LIST OF APPENDICES Appen,dix A Boring Logs B Analytical Laboratory Reports ACCULAB Environmental Services C Physical Testing Reports The Earth Technology Corporation I '~: ~' 1.0 INTRODUCTION This report presents the results of our Phase I Site Characterization Investigation at your. manufacturing plant located at 5801 District Boulevard in Bakersfield, California ~(Figure 1). This investigation was conducted in accordance with our July 20, 1990 proposal. The scope of this investigation is based on a Site Characterization Work Plan (SCWP) dated May 16~ 1990 which was prepared for Manville Forest Products (Manville) b,y ENCOR. Manville contracted ENSR to r~move sewen underground storage tanks at the site in January, 1990. Soil samples collected at the site by ENSR confirmed the presence of elevated diesel concentra- tions in soil beneath Tank 1 and elevated levels of methyl ethyl ketone (MEK) in samples collected from belneath Tanks 4 and 5 These results were presented in an Underground Storage Tank Closure Report dated February, 1990 that waS prepared by ENSR. Based on the results of the initial sampling, ENCOR p,repared the SCWP dated May 16, 1990 along with~a June 4, 1990 letter incorporating Kern County Environmental Health Department (KCEHD) comments on the work plan. Subsequent to approval of the $CW!P by KCEHD, Manville contracted Dames & Moore'to conduct the Phase I Site Characteriza- tion. 2.0 PURPOSE AND SCOPE The purpose of the Phase I Site Characterization was to evaluate the .vertical and lateral extent of diesel and MEK in the subsurface in the vicinity of the former diesel storage (Tank 1) and solvent storage (Tanks 4 and' 5) areas (?igure 2). These two areas are referred to herein as the diesel area and MEK area. The scope of work conducted to accomplish this objective consisted of the following tasks: o Drilling and sampling of eight borings in the diesel area; o Drilling and sampling three bo'rings in the MEK area; Man. SCI 1 ~AMES & ~IOORE Drilling ~and sampling of one borin~g northeast of the manufacturing'plant to provide soil samples to .evaluate background levels four oil and grease, lead, copper, and arsenic; Chemically analyzing selected soil samples from the tank areas for total petroleum ~hydrocarbons- (TPH as diesel)'by EPA Method 8015, volatiile aromatic hydrocar- bons (BTEX) by EPA Method 8020, and MEK by EPA Methods 8015/8020, as appropriate; Analyzing two samples from the b~ckground boring (B-3 Figure 2) for oil and grease, lead, copper, and arsenic by EPA Methods 413.1 (equivalent), 239.1, 220.1, and 206.2 for comparison to previous analytical results from soil'samples collected in the. tank areas; Physically testing selected s0il s, amples from each area .for Atterberg limits, grain'size d~istribution, moisture and density to evaluate geotechnical properties of subsurface soils; ~nd, Preparation of this report summarizing results of the' Phase I Site.Characterization investigation. Since regional ground-water was not encountered in the upper 100 feet of soil during this investigation, ground-water monitoring ~ells (Phase II Site Characterization task described in the SCWP) were not installed. ~ 3.0 INVESTIGATIVE METHODS 3.1 DRILLING AND SOIL SAMPLING A total of'12 borings were drilled at the Manville site using a Mobile B-80 hollow stem auger drilling rig. Eight borings (B-l, B-2, B-4, B-5 and B-7 through B-10) were drilled in the former diesel tank storage area (Figure 2)~ These locations Mere selected on the basis of the results of initial sampling conducted'by ENSR which showed elevated diesel concentrations in soil beneath the Man. SCI 2 north, west, and east sides of the tank. The initial Samples which were collected below the south side of the tank did not contain detectable concentrations of TPH (as diesel). Therefore, no boring was drilled on the south side of the former tank location. There' was no boring B-6. Final boring locations differed fr'om the l'ocations proposed in the SCWP as a result of evaluating successive bOring locations based on field observations of the extent of contamination in the initial borings. Dolo=es Gough of the KCEHD was kept informed of, and approved of, revi.Sed boring locations. Three borings (B-11, B-12, and B-13) were~drilled in the MEK area. Finally, boring B-3 was drilled northeast of the manufactur- ing building to collect soil samples to establish background concentrations of oil and grease, lead, copper, and arsenic. The depths of the borings ranged from 25 feet below ground surface (bgs) in borings B-3, B-5, B-7, B-8, and B-13 to 100 feet in borings B-10 and B-11. Boring B-10 in, the diesel area was terminated at 100 feet with the concurrence of Delores Gough of the KCEHD because OVA readings and odors were decreasing with depth, especially in the 100 foot Sample in which a clay layer was encountered. Boring B-11 in the MEK area ~as terminated at 100 feet as OVA readings had decreased to backgrlound and no odors were noted below 65 feet. Boring B-12 was termin!ated at 15 feet due to the presence of a former tank__.ar_ib (concrete la~er) aK .~._..d.ep~ .of 15 feet b~s..JPerched ground water was observed in boring B-2 only. /ft appears that a five-foot-thick-~lay layer.encountered from about i.14 to 19 bgs in boring B-2 and the tank ,crib (concrete layer) ' located at about 15' feet bgs are causing water to perch near the ~base of the tank backfill materials. Due to the presence of perched water, boring B-2 was terminated at a depth of 30 feet and backfilled with bentonite below 16 feet. bg~.~ This was done to minimize the potential for the boring to act as a conduit for downward migration of the potentially contaminated perched water. Drilling was conducted using 8-inch d'iameter hollow-stem auger drilling equipment in order to allow the collection of undisturbed, depth-discrete soil samples. Undisturbed Soil samples were collected at intervals of 5 feet in each boring. Soil samples were retrieved through the hollow stem of the ~uger using a Dames & Moore U-type sampler. The sampler was driven 18 inches (or to refusal) with a standard 140-pound hammer. Hammer blow counts were recorded~ every 6 inches over the 18-inch sampling interval. The sampler was fitted with 2.5-inch diameter, 3-inch long stainless Man. SCI 3 steel sleeves, and the soil in the lower-most sample sleeve was retained for chemical testing. In some cases, a second sample sleeve was retained.for physical testing. Th.e exposed soil at each end of the sample sleeve was covered with teflo~ sheeting and fitted with plastic end caps. Labels that were affixed 'to an end cap of each sample contained the following in,formation: (1) bo'ring number; (2). sample number; (3) depth; (4) date; (5) collec- tor's name; (6) owner; and, (7) location. Appropriately sealed and labeled samples Mere transferred under chain of custody documentation via overnight courier to the analytical laboratory. Prior to the collection of each sample, soil sampling equipment and stainless steel sample sleeves were washed in a dilute trisodium phosph.at.e solution, rinsed in fresh water, and final rinsed in distilled water. Drilling equipment was steam cleaned between each boring to minimize the potential for cross Contamination. Soil samples w~re screened for organic vapors in the field using a Century Systems Organic Vapor Analyzer (OVA). .Due to a malfun:ction of a second OVA, samples~were not, analyzed in the field in the gas chromatograph mode tO speciate detected'organic vapors. The use of an OVA only in the screening Imode was approved by Dolores Gough, the KCEHD representative who w~as present during much of the field program. , ~ The borings were' logged according to the Unified Soil Classification Syst,em by a field geologist under the direction of a California Registered Geologist. Soil culttings were placed in .DOT-approved 55 gallon drums pending, receipt of the analytical results of selected soil samples. ~orings which did not yield elevated O,VA readings, odors or other evidence of contamination were .backfill~ed with soil cuttings. Concrete was used to backfill the borings w~here evidence' of soil contamination was detected. Soil cuttings suspected to be contaminated with diesel or ME~ were segregate~d from "clean" soil and placed ~n DDT-approved drums which were labeled with boring numberS. 3.2 ANALYTICAL TESTING PROGRAM Selected soils samples were chemically analyzed by ACCULAB Environmental Services of Petaluma, California. Selected samples from the former diesel tank area were analyzed for total petroleum Man. SCI 4 hydrocarbons (TPH) as diesel by modified EPA Method 8015. These selected samples were also analyzed for volatile aromatic hydrocar- bons (benzene, toluene, ethylbenzene, and .xylenes; BTEX) by EPA Method 8020. Selected samples from the MEK area were analyzed, for O MEK by EPA Method 8015/8020. In general, at least two samples from each boring in the MEK and diesel areas were selected for analysis. In borings where no elevated OVA readings were detected in the field, the two lowermost soil samples were selected for analysis. In borings where elevated OVA readings were detected, samples with both elevated OVA readings and samples with background or sig- nificantly reduced OVA readings were analyzed to.evaluate the range of diesel and BTEX, or MEK concentrations at these locations. Two soil samples from boring B-3 were analyzed for background concentrations of oil and grease (by EPA method 413.1 equivalent) and for lead, copper, and·arsenic (by EPA methods 7420, 7210, and 70~0). A total of six soil samples, two each· from the background boring, diesel area and MEK area, were tested for physical parameters by The Earth Technology Corporatilon. These samples were teste~ for moisture content, dry density, plarticle size ~istribu- tion, and Atterburg limits by ASTM Methods 32216, D2936, and D422, and D4318. 4.0 SITE HYDROGEOLOGIC SETTING The subject site is situated in southeirn San Joaquin Valley, the southern portion of the Great Valley geOmorphic province. The Great Valley is a nearly flat-lying alluvial plain which is bounded on the east by igneous and metamorphic rockls of the Sierra Nevada geomorphic province, and on the south and wlest by'highly deformed rocks of~ the Coast Ranges geomorphic province. The San Joaquin Valley has been infilled·with'sediments which range in age from Tertiary to Recent. EarLy to Late Tert~iary marine sediments ~underlie the Manville site at depth. The sediments immediately underlying the site area consist predominanltly fluvial, alluvial, and lacutrine deposits, derived mainly from, the highland areas to the east. Man. SCI 5 The subject property is located within the San Joaquin Basin Hydrologic Area, which includes roughly the southern two-thirds of the Great Valley. Within that area a totlal of 39 ground-water basins and areas of potential ground-wat~er storage have been identified (Department of Wate. r Resources, 1980). Two distinct water-bearing zones are present beneath the site that are separated in most areas by a laterally extensive, relatively impermeable clay layer known as the Corcoran Clay (Kern County Water Agency (KCWA), Water Supply Report, 1989). These two.zones are the unconf, ined aquifer which lies above'the Corcoran Clay and the lower confined aquifer. In general, ground-water in the confined aquifer is of superior quality compared to the-unc'onfined aquifer (KCWA, 1989). According to KCWA records and reports there are no wells within 2/3 mile of the site that are screened in t'he upper aquifer. Moreover,. two city of Bakersfield wells located within 2/3 mile of the site are screened in the confined aquifer. According to data published by. the KCWA (KCWA, Report on Water Conditions, 1990), ground-water flow appears to be toward the south-southwest awa~y .from the Kern River Rec!harge Area. The depth to ground water is shown by the KCWA to be on the order of 150 feet bgs iR the site area. This.is consistent wi~h conditions encount- ered in ~hree monitoring wells drilled a!t the ~alco .Chemical property located approximately 1/2 mile east~ of the Manville site. Depth to water in these monitoring wells was measured at 144 to 145 feet bgs in October of 1988 (data from J. H. Kleinfelder and Associates through Scott Nevin, Regional Water Quality Control ~oard, Central Valley RegiOn). 5.0 INVESTIGATIVE RESULTS 5.1 SOIL CONDITIONS A total of 12 borings were drilled at the site during the week of September 17, 1990. Boring 'locations are shown on Figure 2. Boring loogs are contained in Appendix A. The borings penetrated primarily sandy sediments with lesser amoun~ts of silt, clay, and fine gravel. With the exception of tank excavation backfill materials, the upper 20 to 30 feet of soil generally consisted of Man. SCI 6 interbedded silty sand, sandy silt and silty~clay grading downward to medium to coarse sand. Tank backfill materials consisted of 'loose mixed silty clay, sandy silt, and pea gravel to a maximum depth of about 15 feet bgs.' In the two deeper borings, B-10 and B-11, Medium to coarse sand was the predominant sedimen't type between 25 and 100 feet bgs with the exception of an approximately five-foot-thick clay layer, the top of which was encountered at a depth of 55 feet in boring B-11. Finer grained sediments were also present in the ~lO0-foot soil samples from both of these borings. In the background boring and the borings drilled in the diesel area, shallow sediments were generally moist grading to damp or slightly damp with depth. Sediments in the' MEK area appeared to be generally drier. This relationship is consistent with the fact that the entire MEK area is paved while the diesel area and the background boring are in or adjacent to landscaped areas. Results of moisture content tests on samples from the three areas (Section 5.3.2 and Appendix C) support these obslervations. Moisture contents decreased with depth in samples collected in two borings in the diesel area and were significantly higher in the diesel area than in samples from the MEK area. 5.2 FIELD EVIDENCE OF CONTAMINATION The former diesel storage~tank area was initially investigated with borings B-l, B-2 and B-4 which were drilled immediately north, west~, and east of the former diesel tank location, respectively ~Figure 2). Elevated OVA readings and odors! were detected in soil samples in all three of these borings. Moderately elevated OVA readings (50 to 120 ppm) and moderate diesel odors were noted in boring B-1 in sample's, from 15 and 20 feeit bgs. OVA readings ranging from 40 to 70 ppm and moderate diesel odor was noted from 15 to 35 bgs. In borings B-l. and B-4, odors and OVA readings decreased markedly below the depths described above. Boring B-2 on the west side of the former diesel tank location encountered elevated 0VA readings from 15 to 30 feet and Perched water within tank backfill material~at about 14 feet bgs~ Boring B-10 was drilled southwest of 'boring B-2 to further evaluate the vertical and lateral extent of contamination to the 'west of the former diesel tank location. Slightly~ elevated OVA readings and slight diesel odors were generally noted in samples collected from 20 feet bgs to the bottom of the boring at 1'00 feet bgs. The 100-foot sample contained a contaCt .between a sand unit Man. SCI 7 collected in the upper 30 feet of borings B-I, B-2, and B-4 located in the immediate former tank area and in boring B-10 drilled directly southwest of the tank area. Based on the analytical results from borings B-1 and B-4, it appears that diesel contamina- tion is limited to the upper 20 to 35 feet olf soil directly north and east of the former tank location. Samples collected at 40 and 45 feet in both of these borings did not contain detectable concentrations of TPH (as diesel). As mentioned previously, boring B-2 was terminated at 30 feet due to the presence of perched water in the tank backfill material at a.depth of about 14 to 15 feet bgs. Based on analytical results and field OVA.readings- from boring B-10, diesel appears to be present in significant concentra- tions (approximately ~500 to 1,400 ppm) from about 20 feet to 100 feet bgs. An analysis of the sand and the clay in sample 20A collected at 100 feet bgs in boring B-10 yielded 1,300 ppm in the sand and 490 ppm in the underlying clay. BTEX in.samples with detectable TPH (as diesel) were either not detected or detected at Iow concentrations. Benzene was only detected in four samples at concentrations ranging from 0.05 to 0.14 ppm. Toluene (maximum 1.6 ppm) and xylenes (maximum 0.31 ppm) were detected at low concentrations in four and eight samples, respectively'. Ethylbenzene was not detected in any of the diesel area samples. None of the ,soil~$amples collected in 'the perimeter borings (B-5, B-7, B-8 and B-9) in the diesel area yielded detectable TPH or BTEX concentrations. These analytical rlesults and field data from these borings suggest that diesel contamination is limited to the immediate tank area and to areas direct~ly west and southwest of the tank area. 'MEK Area A total of 11 soil samples from boring~ B-il, B-12, and B-13 in the MEK area were analyzed for MEK. The only samples yielding detectable concentrations of'MEK were collected in boring B-11 at depths of 15, 30, 45 and 55 feet bgs. Detected concentrations were relatively low, ranging from 3~6 ppm at 30.feet to 22 ppm at 15 feet. Four samples that were collected from~ 75 to 100 feet bgs in boring B-Il d~id not yield detectable concentrations of MEK. Man. SCI 9 Background Boring Analytical results for soil samples collected from background boring B-3 are summarized in Table 2. Two samples from boring B- 3 were analyzed for oil and grease, lead,~ copper, and arsenic for comparison to results from samples analyzed by ENSR during previous investigations. Oil and grease were not detected in,the two samples analyzed from boring B-3 suggesting that the oil and grease concentrations detected by ENSR under Tanlks 6 and 7 are above background. Detected lead, copper, .and arsenic concentrations appear to be relatively consistent with the ENSR data. 5.3.2 Physical Testing Physical test results are summarized '.in Table 1 and Figure Numbers 1 through 6 of Appendix C. Moisture content ranged from 2.99 to 21.05 percent while dry density ranged from 92.8 to 118.1 ~percent. Grain size distribution charts (Figure Numbers ! through 6) indicate soil types, that are consistent With field descriptions presented on the boring logs (Appendix A). 6.0 SUMMARY ANB CONCLUSIONS~ Drilling, soil sampling and chemical analysis of soil samples documented the presence of elevated concentrations of diesel in soil under the former diesel tank location (Tank 1) and elevated MEK concentrations beneath the former solvenit storage tanks (Tanks 4 and 5). Sampling and analytical results are interpreted to indicate that the diesel contamination is limited in lateral extent to ~he immediate area of the former diesel tank and the area directly west and to the southwest in the vicinity of borings B-2 and B-10. Diesel contamination is interpreted to be limited to the upper 20 to ~30 feet directly north and east of the former tank location but extends to a depth of 100 feet directly southwest of the former tank location in boring B-10. Detected diesel con- centrations range from 450 to 2,600 ppm. Diesel concentrations decrease markedly in the 100-foot soil sample from 1300 ppm in the sand portion of the sample to 490 ppm in the underlying clay. This relationship suggests that the. clay encountered at 100 feet may be Man. SCI 10 inhibiting downward migration of diesel in .soil. Boring B-10 was terminated~ at 100 feet bgs with the concurrence of the KCEHD representative due to encountering the clay layer and decreasing OVA readings and odors. Examination of geologic logs of three monitoring wells drilled at the nearby Nalco Chemical property show that at that location sediments between 100 and 150 feet bgs are finer-grained than the sandy materials en~countered at both the Manville sit'e and Nalco property between 50' and 100 feet bgs. It ~'~ should also be noted that 'according to ~ern County Water Agency ~" reports and records, there are no wells within 2/3 mile of the site~. that are screened within the unconfined aquifer. ~ The California Regional Water Quality Control Board's Leaking underground Fuel Tank (LUFT) Manual (LUFT Field Manual: Guidelines for Site Assessment, Cleanup, and Underground Storage Tank Closure; 'State of California Leaking Underground Fuel Tank Task Force) contains a procedure for estimating cleanup~levels for gasoline or diesel in soil. This procedure in the LUFT Manual evaluates the leaching potential of gasoline and diesel in soil and takes into consideration depth to water, average annual precipitation., and unique site features. Assuming subsurface conditions below 100 feet are similar to those indicated at the nearby Nalco site, it is our interpretation that diesel and BTEX concentrations detected in all borings in the diesel are lower than the Maximum Allowable Levels (MAL) indicated in Table 2-2 of the LUFT Manual with two exceptions. These exceptions included toluene slightly above the · MAL at 70 feet in B-10 and the upper portion of the lO0-foot sample which' contained diesel at a concentration of 1,300 ppm, 300 ppm higher than the TPH MAL of 1,000 ppm that was estimated using the LUFT Manual procedure. In light of the lower portion of this sample yielding a lower TPH concentration (4i90 ppm) and no detec.ted BTEX and .the nearest overlying sample that was analyzed yielding a TPH concentration below the MAL for TPH and no detectable BTEX, it is probable that the 1,300 ppm diesel alnd BTEX concentrations detected at 100 feet are higher than typical TPH and BTEX concen- trations detected below 50 feet in Boring B-10. Moreover, based on the 490 ppm diesel concentration detected in the 100-foot sample, it is likely that diesel concentratilons decrease with depth below 100-feet. To summarize, it is our opinion that remediation of the 1300 ppm diesel contamination detected at 100 feet and 0.61 ppm toluene · at 70 feet does not appear to be warranted based on the following: (1) all other detected diesel and BTEX concentrations detected in the diesel area borings are interpreted to be below the estimated Man. SCI 11 ¢ MAL for TPH and BTEX;' (2) the depth and inferred localized nature of the 1300 ppm diesel concentration immediately above the clay at 100 feet in boring B-10; and, (3) the low potential for signif- icant impact to the environment from these isolated diesel and toluene concentrations. MEK was detected in samples from one of the'three borings drilled in the MEK area. Detected MEK concentrations were low, ranging from 3.6 to 22 ppm in samples collected between 15 and 55 feet bgs. The vertical extent of contami.nation appears to be limited to the upper 60 to 70 feet of soil based on a lack of MEK detections in samples collected in boring' B-ii from 75 to 100 feet bgs. MEK was not detected in borings B-12 and B-13. This may suggest that the lateral extent of the MEK contamination is limited. KCEHD has not established cleaqup levels for MEK in soil nor has the county been involved in any soil contamination investigations with respect to MEK. Marshack (1986) of the California Regional water Quality Control Board has developed a methodology for establishing cleanup levels in soil. The methodology is useful in evaluating the significance of the MEK contamination detected at the Manville site. The methodology, which was designed t° protect ground-water quality from buried waste (including contamilnated soil), is based on water quality goals multiplied by an envilronmental attenuation factor that takes into account variables thalt affect the movement of contaminants through the unsaturated zone toward ground water. .These variables include factors such as deipth to ground water, permeability of unsaturated zone soils, adsorptive capacity of the soils, etc. An applicable water quality igoai for MEK is the California Department of Health Services Applie~ Action Level (AAL) of 2'ppm. Based on our interpretation of the.Marshack document and our current understanding of the site conditions, a l'00-fold attenuation factor appears appropriate for the site. Multiplying the water quality goal by the attenuation factor, a cleanup level for MEK of 200 ppm can be calculated. The highest concentration of MEK that was detected in site soils by Dames & Moore is 22 ppm. Assuming this concentration represents maximum concentrations of MEK in site soils penetrated during our investigation and that the maximum depth of MEK contamination is as indicated in boring B-11, leaving the MEK contamination detected by Dames & Moore in place can be justified using Marchack's methodology. Man. SCi 12· LABORATORY RESULTS DIESEI~ MEK, AND IlI'EX (All reSults iii'rog/kg (ppm)) ' ' Bo. ring Sample Depth Total TPIt Methyl No. No. (Feet) Benzene Toluene ,--Elh¥1benzcne Xylenes {as l)ieaell. Elh~! .Ketone Diesel Area B-I 3A 15 0`14 <0.04 <0.04 0.14 260(} NA 4A 20 < 0.04 <0.04 < 0.04 ' 0.15 2100 NA 8A 40 <0.04 <0.04 <0.04 <0.04 <5 NA 9A 45 <0.04 <0.04 ........... <0.04 <0.04 <5 ..... NA B-2 3A 15 ' <0.04-' <0.04 <0.04 <0.04 2200 NA 5A 25 <0.04 . <0.04 <0.04 <0.04 750 NA 6A 30 . 0.06 <0.04 .- <0.04 0`06 1600 NA B.4 ' 4A ..... 20' -' <0.04 : .034. <0.04 0.31 1000 NA 6A :30 <0.04 <0.04 '<0.04. 0.14 1400 NA 8A 40 <0.04 <0.04 <0.04 <0.04 <5 NA 9A 45 <0,04 <0.04 <0.04 <0.04 <5 NA B-5 4A 20 <0.04 <0~04 <0.04 -<0.04 <5 NA 5A 25 <0.04 <0.04 <0.04 <0.04 <5 NA B-7 ~4A 20 <0.04 <0.04 <0.04 <0.0.4 <5 NA 5A 25 · <0.04 <0`04. <0.04 <0.114 <5 NA 1341 4A 20 <0:O4 <{1:04 -~<0;04 <0;{M < 5 HA _ SA 23 <0.04 <0.04 <0.04 <tl.04' <5 NA 8--9 ~ 4A 20 <0.04. <0.04 <0.04 <0.04 <5 5A 25 < !}.04 < 0.04 < 0.{t4 < 0.04 < 5 NA B-10 6A 30 <0.09 <0.09 <0.09 <0.09 1400 NA 8A 40 <0.04 <t1.{14 <0.04 <0.04 .. 1200 NA l 0A 50 0.14 0` I 0 <0.04 0.20 450 NA 14A 70 0.05 0.61 <0.04 0.29 960 NA 16A " 80 <0.04 <0.04 ~ <0.{14 . <0.04 900 .. NA 18A 90 <0.0,1 <0.04 <0`114 <0.07 9?Al NA REI/Maa~tt~ ANALYTICAL RESULTS OIL AND GREASE, METALS SCAN " (All results. in'mg/irg (ppm))'. S,qmplc S,.'unplc , LOcations , No.' Lead ' Co~_I~n' Arsenic Oi]/tSreaso Background Boring · ., '-' " 133 3A 5 2 0.5 <30 B3 5A 6 12 2 <30 ENSR Data Tank 6 6A-6D 8-16 0.14-16 ND-7 660-730 Tanks.3,4,5 -- '- 8-9 -- -- -- 'rank 7. 7A-TD ..... 490,760 ND: No{ dctected above ~. ~its; dctet'tion ii'"i~s no~ available in ENcoR Scwe. ,~ l:LIET/Manrvill e.. ( h I '"-,. -1-9 ;I '. 10 ' " ' '. Q O. %'. ~1 , ' ~3 R'OA'"'L ''" ~ Thomceon 367 , ~ ' '" .....41 ~ "%[( .' ,.' /.',..--', "'- .' ........ ~ (~-' .. ' --.'. L ,' ," '~:. -. ' x "..",.~ (.-.~.. ' / ' / SITE LOCATION ..... // / '%. .-/ ,-1. ,~.-::',.. '%. . , / j ',DI ICT BLVD. ~ {* v "') ':' -/.''- ~ ' ~'' : ~ '~ '-~'- -- ..';~" ~c'/ , - _ ..... G~levators ~Oriv~ Thea ~=~=~ ~% ~ - / ~oir ........' .... ,, 2 u ,, ::~: ::,, .? %m ::::: - " /.' ~ [ ,~ .~, .... . Tra ~. ~2 J~ ........................ ' % LA~E i ' FIGURE 1 0 1/~ 1, A SITE LOCATION MAP Scale in Miles _. ~.~. Manville Forest Products ' ' 'Bakersfield, California 8asemAp: USGS 7.5 Minute quadrangle Gostord, California 1973 ~ D,~.s' ~- M. oo~]~ I APPENDIX A BORING LOGS ,..,- UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GRAPHIC LETTER SYMBOL SYMBOL TYPICAL DESCRIPTIONS ~f~'fef~'fel WELL-GRADED GRAVELS. GRAVEL~AND MIXTURES, LiT'J'L~ OR NO FINES ~LEAN GRAVELS of~faf~f~! ~ GRAVEL AND (Li"~LE OR NO FINES) GRAVELLY SC~LS ;.f~,.~':;.f:~.~,.~ G P POORLY-4~RADED GRAVELS. GRAVEL-SAND ;.f~.e~.e~.e~.~ MIXTURES, UTFLE OR NO FINES MORE THAN 50% OF ,-. - - - .j GRAINED R~CTAINED ON GRAVELS WITH I=.HES G M Mr~<'I'URES SOILS NO. 4SIEVE . ~ ' (AP,REC~^SLE A~OUNT .... , OFFINES) ~%~*~,~ CLAYEY GRAVELS. ~RAVEL,SAN~CLA¥ ~ O~Oe O':' O e ¢ WELL~RADED SANDS. GRAVELLY SANDS, OOeO,~OoO<~¢ S W I.~ OR NO FINES ' MC~ THAN 50% CLEAJ~ SAND OF MATERIAL LS SAND AND (I.JTTLE OR NO FINES) i[l~:i ~i LAR~R THAN SANDY SC~LS [~[ i~[.;!~!i!~-~:iSP ' POORLY<~RAOEO SANDS. CaUVELLY SANDS, NO. 200 SIEVE SIZ~ MORE THAN 50% OF ' COAP, SE FRACTION LO.[DID. ,O. ,~ S M' SILTY SANDS. SAND-SILT MIXTURES PAssiN~ sANds wrrH ~NES LO[DID. ,o. ,¢ I. NO. 4 SIEVE (A~PRECIA~LE AMOUNT OF RNES) SC : CLAYEY SANDS, SAND-CLAY MIXTURES · OL OF LOW PLASTICITY M H ' INORGAN ID SILTS, MICACEOU$ OR DIATO.. MOPE THAN 50% MACEOUS FINE SAND OR SILTY OF MATERL~. ~S SILTS AND CLAYS ~///////~/~ INORGANIC CLAYS OF HIGH PLAb-TICrvY, ·W/~ CH SMALLER THAN LIQUID LIMIT GR~AT~_R THAN 50 FAT CLAYS .~ NO. 200 SIEVE SIZE ORGAN lC' CLAYS OF MEDRJM TO HIGH OH PLASTICITY, ORGANIC SILTS '~ P~AT, HUMUS, SWAMP SOILS WITH HIGH HIGHLY ORGANIC SOILS PT ORGANIC CONTENTS NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS KEY TO LOG OF BORINGS · INDICATES UNDISTURBED DAMES a MOORE SAMPLE [] INDICATES DISTURBE~ DAMES & MOORE SAMPLE [] STANDARD PENETRATION TEST SAMPLE [] INDICATES NORECOVERY DAM~S & MOORE · so,L BORING B-1 SA,.P~E DA'fA : ~ SAMPLING METHOD; Dames & Moore U-Type ~ . OVA (ppm) =:: ,,, u. DRILLING METHOD: 8" Hollow Stem Auger C~ <~ ~ O m -~ :2 m < u~ ~ <: u~ '~ < = ~ SURFACE CONDITIONS:DESCRiPTION Level soil, sunny, warm SM o o Fine brown te modium brown Silty sand, dry, no odor ............................... Y ....... ~ ML Grey fine to medium silty clay ,to clayey silt. moist, no odor ...... i ........ ~ . "~ ' ' Grey fine to medium sandy silt to silty sand, moist, moderate odor :.:-:::-:.:.:.:-: Grades to light brown, slight odor :~:::~:!:::~:!:::i: LOG OF BORING M~ANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE so,, BORING B-1 CONT'D SAMPLE DATA · TYPE ~ SAMPLING METHOD: Dames & Moore U-Type OVA (ppr~) DRILLING METHOD: 8' Hollow S~em Auger ~ ~ ~ ~m ~ -- ~O~ <;2~' <::2:2 ~ '~~ <°' u3 >-m SURFACE CONDITIONS: Level soil, sunny, warm ~ o ,',, m m m m DESCRIPTION SP :.: .................. ...................................... ~ ........... :::::::::::::::::::::: Bodng B.1 mmplet~ at a dep~ of a~lxo~imat~ 45 [~t ~s on ~mml~' 17, 19~0. ................................ No ground water encountered. LOG OF BORING MANVILLE FOREST PRODUCTS ' Bakersfield, California DAMES & MOORE sc, L BORING SAM. , DATA : ,.,. SAMPLING METHOD: Dames & Moore U-Type ~ OVA (ppm) :=: · '" LI.I I:L 12. u. DRILLING METHOD: Ii' Hollow Stem Auger ~ ~~u) t.u u.i uJ · ?' i:]:: ~ z uJ ,-, -- ~ ~.. * ~. ~. u~ m SURFACE CONDITIONs; Level grass, sunny, warm ~ ~ m ~j ~ '~ u~ DESCRIPTION MI./ ~. Brown fine to medium silty clay to clayey silt, moist, no edor ................................................. eL .............................................. GP ~,.*~.*~,! Brown coam~ sandy gravel, moist, no odor ................................... 10 0 16--10'-- 2 - ....................................... ::::::::::::::::::::: '-'--~ %W ............ '7-.- .... I ....... '~-' 15 20 I 11 -- lS'-- 3 'T CL Dark grey fine to medium silty clay, moist, mo~emteo~lor , T Perctted ground water encountered ........................ -: .. · ._:~_~ 20 35 GP ~,~=;~,' Dm'k grey medium to coarse sandy gravel, moist, slight o~or .= ............................................ .................................................... %.%.% ................................. ~ ................. ......................... :;5:';::-: ...... 25 30 "6 ~ 'SP Gray medium to coarse gravellY sand, nloJst, mederale ................................................. ::::::::::::::::::::: ....................................................... .................................................. ::::::::::::::::::::: .......................................... .~ 3o 70 3~ -_ 30. -. 6 - :::::::::::::::::::::::::: Boring B-2 terminated at a dep~ of approximately 30 feel bgs on Sapmm0er 17, 1990. ......................................................... ~ Ground water encountered at approxims~tely 15 feet I:~s. ........................................................ LOG OF BORING ' M~NVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE SO L BORING B,3 ~ SAMPLE DATA TYPE ,.,. SAMPLING METHOD: Dames & Moore I J-Type ~ OVA (ppm) ::= ,,, z cn . ~ ~ DRILLING METHOD: 8' Hollow Stem Auge~ ¢3 ~ u3 <~ o ~ '~ ~ :2 u3 < '~ >' u) ~ SURFACE CONDITIONS:DESCRiPTiON Levet ~sph~lt' sunny, wa,'m ...................................... ~ Brown fine to coarse silty sand, loose, moist, no odor ..... I'~ ............................. Brown fine to (:om'se sandy clayey silt, moist, no odor 5 T ........................................... Groyi~h-I:}m~n n'~dium m coarse send, dry. no odor T Grades to medium brown 2~ 0 :>7 - - :~$' - $ - Greyish-I~m~n fine to medium Silty ~and, micac~ou~, moist, no odor ........................................................ No ~round water oncoumorod. LOG OF' BORING M~,'NVILLE FOREST PRODUCTS Bakersfield., California ' DAMES & MOORE so,, BORING B'4 ~ ,,., SAMPLE DATA TYPE ~ OVA (ppm) -~- · SAMPLING METHOD:. Dames & Maore U-Type " ~ I.-; ~ Z ~ J u~ DRlU. ING METHOD: ~8' Hollow Stem Auger 2: 0 ~ m u~ uJ I ~ "" "~ -- ~"I m SURFACE CONDITIONS: Level grass, sunny, hot < u~ i o m u~ ~ ~ i ~ ~ ~ , DESCRIPTION ................................................ SP ~.e~!i!i!iiiii Greyish-brown fine gravel andimedium to coarse send to senoy gravel, dry, no o¢lor / I'"/'"~ /I/, ____ ...................... ~. . ~5 5o,. -- -- ,T/i~ ~ _, SP 20 70 34 - - 20' - 4 - T Brownish-grey medium to coarse sand, moderale odor 25 40 38--25'-- 5 -T 30 40, 33 ~-3o'-- 6 -~r- LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California · DAMES & MOORE so L BORING B,4 CONT'D .' .,~ ~ SAMPLE DATA TYPE ~: SAMPLING METHOD: Dames & Moore U-Type ~ OVA (.opm) -~. ~. DRILLING METHOD: 8' Hollow Stem Auger u3 m SURFACE CONDITIONS:- Level soil, sunny, warm = ~ DESCRIPTION ii!iiiiiiiiiiiiiiiiiii T Grades ~ light greyish-brOwn, dry, very slighteder ................................... ~: .............~ i~i~ii~ii~iii====================== Tan medium t~ mat~ ~'~d, d~/, no odo~ Boring B-4 completed a~ a depth of approximately 45 feet bgs on September 17,1990. ..................... No ground water encountered. LOG OF .BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE sql BORING B-5 ~ SAMPLE DATA TYPE r' OVA (ppm) =: mn' I ~ SAMPLING METHOD: Dames & ~e ~T~ ~ ~ ~ ~ ~ . ~ SURFACE CffiDfflffiS: Level ~ph~t, ~n~, hot '< < ~ ~ DESCRIP~ON Aspn~t 10 0 19-~lff-- 2 -~ SP Ughtbm~mediumm~,d~,noo~ ...................................... SP Brown m~ium m mine s~d, ~, no ~or Boring B-5 ~mptet~ at a dep~ of ~proximate~ ~ f~t bgs on ~tem~ lO, 1~0. ......................... : ................................. No ground water encountered. LOG OF BORING M~NVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE I sa~ BORING B-7 SAMPLE DATA TYPE OVA ~(ppm)I z := ~~/~~ ~ SAMPLING METHOD: Dames & Moore U-Type '" :~ ~ DRILLING METHOD: 8' Hollow Sl~m Aug~ z I~ ~: ~ ~ ~ z n- ~ ~ ~ ..., ~3 SURFACE CONDITIONS: Level grass, sunny, hot c~ ~ ~ ~ ~ ~ = DESCRIPTION · SM ) ¢ B,"own fine to medium silty .sand to sandy silt, dry, no odor )¢ ". . . ,~ Brown ctayey silt to silty clay, dry, no odor : ~ 10 3, CL ~ Morded brownish-rust brown line ~ medium silty day, Irate moist, no odor 25 0 ............................................... Bod.ng B-7 completed at a de,Ct of approximately 25 feet bgs on Sapteml3er 19, 1990. No ground water encountered! ............................................................ .................................................. LOG OF BORING M~,'NVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE SAMP~-E DATA SOIL BO RING B'8 m SAMPLING METHOD: Dames & Moore U-Type OVA (~pm) = ,,, ~ ~ DRIll_lNG M~lqOD: 8' HolIo~ Sam Au0er ~ ~ -~ < ~ <~ = ~ DESCRIP~ON Asph~I ............................................ ~ B~n fine ~ medium ~1~ ~ay to clayey ~1~ d~, no ~ 0 24 - 5. ~- ~ - CL . Bo6ng g-8 ~m~ieted at a de0~ of 26 f~t ~s on ~tem~r 19, 1~. ............................................................ No ground water en~unte~, LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES &'MOORE ' SO,L BORING B-9 SAMPL. E DATA TYPE . ~ SAMPLING METHOD: Dames & Moore U-Type OVA (ppm) := z u~ I; ~ ;~ ~~ DRILLING METHOD:. 8' Hollow S~em Auger w- ,,,rf' .~o. '~ _z ~ ~.-~ ~.'~ o.~ ~ SURFACE CONDITIONs:. Level grass'dirt, sunny, hot < i o~ o a= ~ o~ o~ '~ DESCRIPTION MLJ , Brown c~ayey silt to silty c. Jay, dry, no odor ........................................... GL 5 0 16'-- 5' -- 1 ____ __ ~ ,'1'; 10 ' '~ ..... 19--10''-2-'--~SM '" '°1 Br°wn medium to a:)a~'se sand with s°me silt' dry' n° edor 1 )' ~O' 15 0 ' 23 '"-15'-- 3 .)'i'°'~o' ML/ Brown fine to medium silty cjay to cJayey silt, dry, no odor 20 0 23-- 0'- 4 - CL ....................................... SP Light greyish-brown medium to coarse sand, dry, r~o 25 0 44--2S'-- 5 'T .................................... T As above 30 0 20 -- 30' -- 6 ..................................... -----T --35 0 20--35'-- 7--T . Boring B-9 comt3te[ed at a depth of approximately 35 feet bgs on September 19, 1990. No ground water encountered. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAZV[F~ & iVJOOP,£ ~ l,~ ~.~...^~'A so, L BORING B-lO c= SAMPLING METHOD: Dames & Moore U-Type ~ OVA (ppm) =:: ,,, " DRIM. ING METHOD: 8' Hollow Stem Auger ~ U.J = = ~ z° ~ uu =. -- ~ ~ a. ~. SURFACE CONDITIONS: Level grass, sunny, hot o 'm c~ m DESCRIPTION ............................................... Brown silty clay to ciayey s~lt, moist, slight odor S l0 .11 -- S' -.-'~ ' ....... Medium brown fine to medium sand win trace silt, dry, no odor .............................. I Brown sil~y clay, moist, no odor .............................................. Gr~y medium to coar~ sand, ~ry, ~light odor 25 12 30 -~ 25'-- 5 - ~0 ~7 30'-- s '""B- LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California --~ DAMES & MOORE SaL BORING B-10 CONT'D SAMPLE DATA . TYPE ~. SAMPLING METHOD: Dames & Moore U-Type A OVA (ppm) := '" · . u3 ~ ~ :3 ~- DRILLING METHOD: 8' Hollow Stem Auger := = .~ _z ~ ,,, ~. ~. ~. a. u~ m SURFACE CONDITIONS: Level asphaJt, sunny, hot o ~ m< u)< ~ '~ m DESCRIPTION SP .- :<.>:.>:<.i::<. :::::::::::::::::::::: T As m3ove, grey medium m c~arse sand. dry, siightodor 65 20 71 - ,i:i:}:i:}:i:i:!:!:!:" Greyish-brown medium to coarse sand, slightodor --70 30' 67 -- 70' '"- 14 I LOG OF BORING M~,'NVILLE FOREST PRODUCTS Bakersfield, California DAMES & M(~ORE so,, BORING B'10 CONT'D SAMPLe. DATA -~,~ n- SAMPLING ME-'r~OD: Dames & Moore U-Type OVA (ppm) OR~ING M~ 8' Hol(ow S~m Aug~ ~ ~ -- ~ m SU~ACE COND~I~S: Level ~p~t, sunny, hot ~ m m m m = ~ DESCRIP~ON Boring B-10 ~mpleted at a ~ep~ of a~Pr0ximate~ 1~ f~t bgs on .................................................. September 18.19~. ~o ~roun~ wamr onmuntor~. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE " ' so,~ BORING B-11 -e ,,,. SAMPLING METHOD: Dames & Moore U-Type .~ ~,,, OVA (ppm) ~. :~ ~ ,,, ' u. o. DRILLING METHOD: 8" Hollow Stem Auger ,,, a. ~: ~. m ,~ SURFACE CONDITIONS: Level asffnalL sunny, hot "" < m< o = ~ m : ~ DESCRIPTION ' ' ........................................... GP r~,?:,,?;., Asphalt %.%.e~,, ' Brown medium to coarse sandy gravel, dry, no odor [ · CL ~ Grey medium to coarse gravelly c~ay, dry, stung o~or £ 40 9 --5`-- 1 -T' 10 4~ &'own fine to mediurh silty '2 ............................ h~ T Grades to some grave~ 15 700 13 -- 15` '- 3 ............... SP ~!:ii:iii!::!?:!}i::i:. Light brown medium to coarse sand, dry, sm3ng odor 30 --35 >1000 46 -- 35' - 7 LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE · . so~ BORING B-11 CONT'D ? SAMPLE DATA TYPE A- ,.,. SAMPLING METHOD: Dames & Moore U-Type ~ OVA (pp~) = ~- DRILLING METHOD:. 8' Hollow Stem Auger ~ o ,,, ~n ~ (n ~n DESCRIPTION 55 240 18 -- 55' '1' 11 -T~ CL Da~ grey silty clay, mo~st, sffong odor LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, Calif0mia " DAMES & MOORE " ...... CONT sa, BORING B,11 'D ~ SAMPL.E. DATA TYPE n- SAivlPLING METHOD: Dames & Moore U-Type ,,,~ ,OVA (ppm)' ,,E ~ '"~. u. DRILLING METHOD:. 8' Hollow Stem Au =: cc _z < <o ~ m ~ ~ m ~ ~> DESCRIPTION · ' ' i:i:i:'-'!::-:~:~:~:!:i:: ,. 80 16 81--80'- ~::~iii}i:iiii!iii:i Light brown medium to coarse sa~d will1 some gravet ===================== !tO 80 82 - 90.-- 18 -.-.............~::¥'i~:.~::ii?!:,,gm[~ ~u, ~ .~um ' '-~-~rown m--=um ~coarse---~ 100 1 80-'- -100'-- 20 '-- T ~ro[or~ Brown fine to medium silty sand, dry, no odor Boring B-11 c~mpler~l at a depl~ of ~p~oximately 100 f~t ~s on . . ......................................... . $~mm~or No Orounct ~amr ~ncounmm~. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMF~ & MOORE saL BORING B-12 SAMPLE.. DATA TYPE -, ~ · SAMPLING METHOD: Dames & I,,4~xxe U-Type ,,~ ~ OVA (ppm) = ,,, U.I I-- ~ LU u. ~. ~ o. DRILLING METHOD: 8' Hollow S~em Auger ~" Uj ~J UJ LU ,,, ~. ~ ~ ~. ~- u~ ,,n SURFACE CONDITIONS: Level asphalt, dear, cool = ~ DESCRIPTION .......................................... ~.e~.o Brownish-grey s~nciy gravel to gravelly sand, dry, no odor ....................................... ~.%o. ~.%' -~' As above %%' ..................................... %.%' .................. Boring B-12 terminamd at a dep~ of approximately 15 feet bgs on Septombar 20, 1990. No ground watm' encountered. · LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield,.California DAMES &'MO~)RE BORING B-13 SAMPLE DATA TYPE ~ . ,.,. SAMPLING METHOD: lDames & Mcx3re U-Type '"' ~ OVA (ppm) ·. e,. DRILLING METHOD:, 8' Hollow Stem Auger I Asphalt , , Brown fine tO medium silty sand, dry, no odor * As a~3ve __~rSM/ i ~ Light brown ~ne = medium ~l~/eand ~o sand), silt wil~ ~ *ay, d~y. nO *~r .... ""- ......................... ~;;~--6----'"'--T-'I SP ;i!;ii::iiiiiiiiiiill Rust brown to light brown medium to coat. sand, dry, no odor .................................................... ' T Grades to light brown -35 0 38--35'-- 7 · Bodng B-13 completed at a!dep~ of a,oproximately No ground water encountered. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, Calif~)rnia 'DAMES & MOORE APPENDIX B ANALYTICAL LABORATORY REPORTS ACCULAB ENVIRONMENTALSERVICES 3700 Lakevllle HighWaY, Petalums, CA 94954 P.O. Box 808024, Petaluma, C,A 94975-8024 Telephone: ('/07) 763~245 lAX: (707) 753-4065 Client Code: DAMC1 Bob Troutman Survey # MANVILLE Dames & Moore 6701 McDivitt, Suite B Bakersfield, CA 93313 -- Page 1 LABORATORY RESULTS Date Collected: 09/17/90 Laboratory Job No.: .905720 Date Received: 09/19/90 Date Extracted: 09/27/90 Date Reported: 10'/04/90 Date Analyzed: 09/28/90 ASSAY: TOTAL RECOVERABLE OIL AND GREASE (3550/SM 503D) MATRIX: SOIL DETECTION , LIMIT- LABNO SMPLNO-ID mg/kg mg/kg 28968 B3-3A ND 30 28969 B3-5A ND 30 THIS REPORT HAS BEEN REVIEWED AND APPROVED ~:OR RELEASE. 3700 IJ~kevllle HIg~w~, Petaluma, CA' 94954 P.O. Box 808024, Petaluma, CA 94975-8024 Telephone: (707) 7638245 FAX: (70~ 763-4065 Page LABORATORY RESULTS Laboratory Job No.: 905720 Date Collected: 09/17/90 Date Received: 09/19/90 Date Analyzed: 09/26/90' Date Reported: 10/04/90 ASSAY: -- LEAD (EPA'7420) COPPER (EPA 7210) ARSENIC (EPA 7060) MATRIX: SOIL, ACID DIGEST LABNO SMPLNO COMPOUND FOUND CA TTLC LEV DET.LI mg/kg mg/k 28968 B3-3A PB 5 1,000 4 CU 2 2,500 1 AS ND 500 0. 28969 B3-5A PB 6 1,000 4 cu 12 2,500 1 AS 2 500 0. 3700 Lakevllle Highway, Petaluma, CA 94954 P,O. Box 808024, Petetuma, CA 94975-8024 Telephone: (707) 763-8245 FAX: (707) 763-4065 Page 5 LABORATORY. RESULTS Date Collected: 09/17/90 Laboratory Job No.: 905720 Date Extracted: 09/20/90 Date Received: 09/19/90 Date Analyzed~ 09/21/90 Date Reported: 10/04/90 ASSAY: BTEX (EPA .5020/8020) - MATRIX: SOIL LABNO SMPLNO-ID RESULTS DET.LIM 28950 B1-3A BENZENE 0.14 mg/kg 0!.040 mg/kg TOLUENE ND 0~.040 mg/kg ETHYLBENZENE ND 0!.040 mg/kg XYLENE 0.14 mg/kg 0~.040 mg/kg 28951 B1-4A BENZENE ND 01.040 mg/kg TOLUENE ND 01.040 mg/kg ETHYLBENZENE ND 0i.040 mg/kg XYLENE 0.15 mg/kg 01.040 mg/kg 28952 B1-8A BENZENE ND 0~.040 mg/kg TOLUENE ND 01.040 mg/kg ETHYLBENZENE ND 01.040,mg/kg XYLENE ND 0~.040 mg/~g 28953 B1-9A~ BENZENE ND 0i.040 mg/kg TOLUENE ND 0!.040 mg/kg ETHYLBENZENE ND 01.040 mg/kg XYLENE ND 01.040 mg/kg 28954 B2-3A BENZENE ND 01.040 mg/kg TOLUENE ND 0i.040 mg/kg ETHYLBENZENE ND 0i.040 mg/kg XYLENE ND 0!.040 mg/kg 3700 Lakeville Highway, PetalufTta, CA 94954 P.O. Box 808024, Petaluma, CA 94975.8024 Telephone: (707) 763-8245 FAX: (707) 763-4065 Bob Troutman Client Code: DAMCt Dames & Moore Survey # MANVILLE 6701 McDivitt, Suite B . Bakersfield, CA 93313 Page 1 LABORATORY RESULTS Date Collected: 09/19/90 Laboratory Job No.: 905785 Date Extracted: 09/27/90 Date Received: 09/24/90 Date Analyzed: 10/05/90 Date Reported: 10/11/90 ASSAY: METHYL ETHYL KETONE (EPA 5020/8015) MATRIX: SOIL LABNO SMPLN~-ID RESULTS DET. LIM o 29397 B-11/3A METHYL ETHYL KETONE 22 mg/kg 0.03 mg/kg 29398 D-11/6A ' METHYL ETHYL KETONE ~ 3.6 mg/kg 0.03 mg/kg 29399 B-il/9A METHYL ETHYL KETONE 6.4 mg/kg 0.03 mg/kg 29400 B-li/llA METHYL ETHYL KETONE 6.2 mg/kg 0.03 mg/kg 29401 B-15/15A METHYL ETHYL KETONE. ND 0.03 mg/kg 29402 B-11/19A METHYL ETHYL KETONE ND 0.03 mg/kg 29403 B-11/20A METHYL ETHYL KETONE ND 0.03 mg/kg 29404 B-12/2A METHYL ETHYL KETONE ND 0.03 mg/kg 29405 B-13/5A METHYL ETHYL KETONE ND 0.03 .mg/kg THIS REPORT HAS BEEN REVIEWED AND APPROVED FOR RELEASE. j 3700 Lakeville Highway, Petaluma, CA 94954 P.O. Box 808024. Petaluma. CA 94975-8024 Telephone,* (707} 763°8245 FAX: (707) 763-4065 Page 2 LABORATORY RESULTS Laboratory Job No.: 905785 LABN0' SMPLNO-ID RESULTS DET.LIM 29406 B-13/7A METHYL ETHYL KETONE ND 0.03 mg/kg 29409 B-11/17A METHYL ETHYL KETONE ND 0.03 mg/kg SOO ~ville Highw~, ~taluma, ~ 94954 FO. Box 808024, ~taiu~a, ~ 94~$~024 ~lephone: (~7) 76~8245MX: ~ 7634065 Page 3 LABORATORY RESULTS Date Collected: 09/19/90 Laboratory Job No.: 905785 Dare'Extracted: 09/28/90 Date Received: 09/24/90 __ Date_Analyzed: 10/01/90 Date Reported: 10/11/90 ASSAY: TPH/DIESEL (EPA 8015) MATRIX: SOIL LABNO SMPLNO-ID RESULTS DET.LIM '29391 B-5/4A DIESEL ND 5.0 mg/kg 29392 B-5/5,A DIESEL ND 5.0:mg/kg 29393 B-7/4A DIESEL ND 5.01 mg/kg 29394 B-7/LA DIESEL ND 5.0 mg/kg 2939s DIESEL ND 5.0 mg/kg 29396 B-9/LA DIESEL ND 5.0 mg/kg 29407 B-8/4A DIESEL ND 5.10 mg/kg 29408 B-8-LA DIESEL ND 5.~0 mg/kg 29410 B-10/10A DIESEL 450 mg/kg 5.0 mg/kg 3700 Lakeville Highway, Petaluma, CA 94954 P.O. Box 808024, Petaluma, CA 94975-8024 Telephone: (707) 763-8245 FAX: (707} 763-4065 Bob Troutman Dames & Moore 6701 McDivitt, Suite B Bakersfield, CA 93313 -t - C U S T O M E R I N V O I! C E Mail Payment to: ACCULAB Environmental Services Invoice Date 10/11/. ATTN: Accounting P. O. B,ox 808024 Please refer tO invoice' n,,mher 129851 Petaluma,. CA 94975-8024 on remit;tance and correspondence. Client Code: DAMCl Our IRS .number is 95-1686276. Survey No.: MANVILLE Laboratory 'No.: 905785 · Contract/PO No.: Release No.: TermS: Net Cash 30 days Overdue accounts subject '~ maximum allowable intere's'. Qty Service Unit Cost Amount 11 METHYL ETHYL KETONE (EPA 5020/8015) $100.00 $1100. 1 LESS 15% QUANTITY DISCOUNT -110.00 -110. 9 TPH/DIESEL (EPA 8015) $80.00 $720. 1 LESS 10% QUANTITY DISCOUNT -72.00 -72. __ 9 BTEX (EPA' 5020/8020) $100.00 $900.~ 1 LESS 10% QUANTITY DISCOUNT -90.00 -90.[ 1 LESS 1/2 FEDERAL EXPRESS SHIPPING CHG -41.35 -41. Please Pay 'This Amount >> $2,406.~ CUSTOMER INVOICE cOPY ~ . C"AIN~F CUSTODY RECORD · GENERATOR INF~rON~ .... SAMPLE INFORMATION . ~"~ L .~ .-J No. DEPTH TYPE DAT~ TIME Address ~¢ ~'~' ~ ~ ~ ~, - ~/0 -~ ' ~0' Telephone ( ) ~/~/O*~X ~ COLLECTOR INFORMATION ~/~-/~ ~ / Collected by ~~,~ /~ X ~/~-~4 q~ / Address ~7¢/ ~ ~'~,¢ /7.. ~/o-~/¢ / ~CO Telephone ,(~¢,C)~'7' T~X /~-~ ~/ Suspected Waste Constituents ~¢~ ~ ~'~ , ~¢~, .~ ~¢~/, '/ Field Conditions/Remarks ~ ~ -~ ,' ~ ~ -~ > '~ '~ ) ~ ~ ~ ~ SAM PLE ALLOCATION Name / ~d ~.~ / sample received intact AddreSs ~ 7~ '~I~~ ~ ~sample received damaged o~ ~~&~ / C~. ¢~ ~ (desbribe on back) 'Telephone ( ~ ~X¢ --Z~ ~~ ~ CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signat~ (Signature) 4. Distribution White-w/shipment-for consignee files Pink-with report BJ.~-w~,~-~~s ~ ~oor~ ~o~d~,~od-O,~ ~ ~oor~-~ob ~i~ , -.., A,t!~A~.OF CUSTODY RECORD, ., ~ ~ it: 05 SAMPLE INFORMATION No. DEPTH TYPE DATE TIME Telephone ( ) ~J~-{~ .... ' COLLECTOR INFORMATION Suspected Waste Constituents ~~, Fiold Gonditions~/~emarks SAMPLE ALLOCATION Name ,/~'.-¢ ~"~ //~:='C~ ~// ~'"~sample received intact ~ . Address /"~/ ~'""""'"~ /~ ~mplereceiveddamaged~ ~~ ~ ~~ ~// ~ (describe on back)~ Telephone (~) ~7-- ~~ (Signature) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signatur~ (Signature) '~. ' . // ~ .... / 3. 4. Distribution White-w/shipment-for consignee files Pink-with report Blue-w/shipment-fo[ward to Dames & Moore Goldenrod-Dames & Moore - Job File Attn: Dames & Moo~e ~x/~ ~2~ -/~ ~ CHAIN OF CUSTODY RECORD "' GENERATOR INFORMATION SAMPLE INFO~0~~ No. DEPTH ~E.. ~ATE Address.,~¢'~/ c ¢ ~¢ ~(- ¢~ ~' Telephone ( ) ¢/_¢ ~¢t // COLLECTOR INFORMATION ~L-~ Z~ / Field Conditions / Remarks ~. c~, SAMPLE ALLOCATION Name . ~¢~ ~ sample received intact Address % ~ ~'0 ~~/CL~ ./¢~ sampl;e received damaged or~issing . (describe on back) (Signa~re) '- (Date) CHAIN OF POSSESSION Relinquished By: Date Time Received by: .Date T~e ~ (SignatHre) (Signature) ~ ~ 3. Distribution White-w/shipment-for consignee files Pink-with report Blue-w/shipment-forward to Dames & Moore Goldenrod-Dames & Moore - Job File Attn: ,~:~4 1 ~ ~ Dames & Moore CHAIN OF CUSTODY RECORD " ., GENERATOR INFORMATION 9~/--~7'C:~' SAMPLE INFORMATION No. DEPTH TYPE DATE ~ TIME Telephone ( ) E 7-M zF' /~ 'COLLECTOR INFORMATION _ Telephone (~'¢) %¢7--~T7~ Suspected Waste Constituents ~ f- , SAMPLE ALLOCATION Name ~/d4 ~ ~ . ~ sample received intact Address ~ ~¢-~ ~¢~/ ~. ~ ~ sample received damaged or missing (describe on back) / 5Si~ ~a{~e~ .' (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Sign~ure) ~~~~~ (S,~aature) 3. 4: DistribUtion White-w/shipment-for consignee files Pink-with repod Blue-w/sh~ment-fo~rd~ames & Moore Goldenrod-Dames & Moore - Job File Attn: ~ 6¢ ~ ] ~~%m~¢ Dames & Moore "'~" .~.: Po: 5L~ CHAIN OF R GENE~ATO~ INFORMATION , SAMPLE INF0gMATION No. DEPTH ~PE DATE ~ TIME Address./Y~'~ ~~ /~, ~~ /~/ . Telephone ( ) ~/~-~ let COLLECTOR INFORMATION ~X-7~ ~'' ~ Telephone (~N<) ~--~*~ ~~~ ~ ~][ ~-'~~ Field Conditions/Remarks r,~ ::::... SAMPLE ALLOCATION .... ~ame ~ ~ ~ samCe received iatact Address ¢ 7~ /-~~/~cg ~ samPlecreceived damaged or missing (desCribe on back) ~Signature) (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signature) . (Signature) 2. 3. 4. ~i~ribution Whito-w/shipmont-for consi~noe files ~ink-w~th Blue-w/s~ment-forward ~amos & ~o~ Goldenro0-~ames & Moore - dob Attn:-' ~--/C~m~W / ~o~T~ Dames & Moore APPENDII C PHYSICAL LABORATORY REPORTS THE EARTH TECHNOLOGY CORPORATION E rLh Te_chno · ,. C. orporaJ:/'on® 18411 Gothard Street, Unit F Huntington Beach, California 92648 Telephone: (714) 842-7011 /Fax: (714)'842-3735 October 9, 1990 Dames & Moore 6701 McDivitt Drive, Suite B ~,~,~ ,% ,~ ,~ Bakersfield, CA 93313 ~_~" :. ~ _.z~..-~_~:":~_ Attention: Mr. Robert Troutman / t Subject: Report/Laboratory Testing Results Project: Manville-Bakersfield TETC Proiect No,: 91-220-I 112 Dear Mr. Troutman: Enclosed please find the results of laboratory testing program conducted on samples from the Manville -Bakersfield project. The testing performed for this program was conducted in general: accordance with ASTM testing procedures as follows: . .' TEST TYPE TEST iPROCEDURE Moisture Content ASTM D 2216 ~- Dry Density ASTM D 2937 Particle Size Distribution ASTM D 422 Atterberg Limits ASTM D 4318 ASTM: American Society for Testing and Materials, Annual Book'. of ASTM Standards, Section 4, Volume 04.08, S0il and Rock; Dimension Stone; Geosynthetics, 199,0. Test results are presented in Table I attached hereto. We appreciate the opportunity to provide testing services to Dames & Moore. If you have any questions regarding the test results, please contact us. Very truly yours, THE EARTH TECHNOLOGY CORPORATION (Commercial) Kean Tan. Supervisor, Geomechanics Laboratory SP/mgw TABLE 1 SUMMARY OF LABORATORY TE. ST RESULTS PROJECT NAME: Manville - Bakersfield TETC NO.: 91-220-1112 CLIENT PROJECT NO.: CLIENT: Dames & Moore REPORT DATE: October 9, 1990 SUMMARIZED' BY S. Poolpcrm ' LABORATORY MANAGER: (Arul) K. Arulmoll BORING & DEPTH MOISTURE DRY ATTERBERGi LIMITS ASTM D4315 SAMPLE CONTENT DENSITY NO. (fi) , (%) (imf) LIQUID LIMITS P-LASTIC LIMITS PLASTIC INDEX ASTM D2216 ASTM D2937 (%) (%) (%) B I-2B 10.0 14.63 118.1 28 t 9 I 9 B 1-511 .25.0 3.40 92.8 - ~ Non-Plnsti¢ It2-3B 15.0 21.05 103.0 26 19 I 7 I B4-5B 25.0 5.35 101.9 -' ] Non-Plastic BI Io3B 15.0 7.78 103.6 26 20 , BII-4B ~ 20.0 2.99 95.3 . ' No~-Ph,sd¢ UNEFIED SOIL CLASSEFICATiON ' " I GRA VEL SAND COBBLESI SILT'OR CL4Y . ., .' COARSE I nNE COARSEI ~EDIU~ I nNE ~ ~.S. ~ ~ ~ ~S U.S. STA~ARD SI~ No. ~RO~ET~ 3 3/4 3/§ 4 10 ZO 40 80 140 200 100 ~-S~:~ o 80 Ik 20 ~ ~ ~ · ~0 Z ~ _, ~ ~ ._20 .' ~ 80 0 100. t0 s t0 ~ 10 1 1',0- ' 1~~ 1~a GRAIN SIZE IN ~ILLXME~R, DEPTH LL PI SYmbOL ~Om~C ~ft) (~) (~) 0 8'1-28 10.0 28. 9 SANDY CLAY (CL) Dmmes ~nd Moore GRAIN, SIZE Manville Th, e E~r~;% Tectz~olo~7!} DISTRIBUTION Bakersfield CoTJgog~CL~O?% Figure No. 1 .'" ' - UNIFIED SOIL CLASSIFICATION ~ ~.'"~' '" COBB£ES GRAVEL SAND SILT OR CLAY i U.S. S~ ~ ~ ~S U.S. STANDARD SIE~ No. H~ROMET~ a 3/4 3/8 4 10 Z0 40 80 140 ZOO 100 <" ~ ~-7'"-~'~ - 0 BO ~ 20 m 60 40 40 [0a [0~ 10 GRAIN SIZE IN MILLIMETER: DEPTH PI ~BOL BORING (fi) ~ (z) DESCRIPTION Dames and Moore u,~,~,~ne The Earth Technology GRAIN SIZE DISTRIBUTION Bakersfield Corporation Figure No. 2 UNIFIED SOIL CLASSIFICATION COBBLES GRA VEL SAND SILT OR CL~ Y COARSE I FINE COARSE1 MEDIUM I FINE TJ.$, ~ ~ IN INCHES U.S. ST~DARD S~ No. H~ROMET~R 3 3/4 3/s 4 lo 20 40 60 140 200 100 ~"~x : 0 80 20 >~ 40 m 60 ~ 40 ~0 0 ,,~ ..... ~,~ ..... ~ ...... * ~ ........ ~"'. ..... ~"x'~' ~ ' 100 [03 [0~ 10 1 10-~ 1~2 1~3 GRAIN SIZE ~ ~ILLIME~R DEPTH 15.0 26 7 S~DY SIL~ C~Y (C~-~L) Dames and Moore × uan~]le The Earth' Tec. hnologu GRAIN SIZE DISTRIBUTION Bakersfield COT3909"a~oT% Figure No. 3 ~ ~ ' UNIFIED SOIL CLASSIFICATION .,~,."~ ~ ~, GRA VEL I SA~D ,~ COBBLES SiLT OR CLAY U.S. SIENE SIZE ~ IN~S . U.S. ST~DARD SI~ No. H~ROMET~ 10.0 ~-, ~ ~ 0 80 , 2o ~ m 60 40 ~ 40 6o ~ ~o ~~: so 0 I ~O 100 . t0 ~'' ' i0 10 1 i'D*' 10-2 1(/2 GRAIN SIZE IN /VilLLIMETER DEPTH SYMBOL BORING (ft) ~ ~) DESCRIPTION O B4.-EB 25.0 WELL-GRADED SAND W~'H SILT (SW-SM) Daznes and Moore Manvilte Th,¢ Ear,h, Techn, o~og~l GRAIN SIZE DISTRIBUTION Bakersfield COT'39OT'CI'~i099' Figure No. 4 UNIFIED SOIL CLASSIFICATION ORA VEL SAND 'COBBLES SILT OR CL4Y U~S. SIEVE SIZE IN INCHES U.S. STANDARD SIEVE No. HYDROMETer{ 3 s/4 3/s 4. lO zo 4o so 14o zoo 100 < 0 80 20 m 60 ~ 40 . 2o ~ 8o GRAIN SIZE IN MILLIMETER DEPTH IL PI SYMBOL BORING · (ft) (~),, (~) DESCRIPTION O B11-,..58 15.0 26 6 SILI'Y-CLAYEY GRAVEL ;(GM-GC) Dames and Moore Manville ~;'/bF_, £~rih, Tech,r~o~og%t GRAIN SIZE DISTRIBUTION Bakersfield C09~009~0~{07% Figure No. 5 UNIFIED SOIL CLASSIFICATION '- GRAVEL SAND SIL'T OR CLA'Y co~s~t ~ED~U~I F~N~' CO~SE ~ ~NE ~S U.S. ST~D S~'No. H~ROMET~ 3 ' 3/4 3/B 4 10 20 40 60 140 200 '100 ,~, © ~.~ 0 80 20 i. m SO 40 ~ 40 .. 60 Z O , ._20 ~ 80 O,~o~ ........ ~o~' ........ ~o' ..... ~' ........ ~a:" CRMN SIZE IN MILLIMETER' ' DEPTH ~ PI Dames ,a~d Moore Manville The'Earffz TecRm, ogog17 GRAIN SIZE DISTRIBUTION Bakersfield COT3DOg~Ci~07% Figure No. 8 CHAIN OF CUSTODY RECORD i GENERATOR INFORMATION SAMPLE INFORMATION .. No. DEPTH TYPE DATE TIME COLLECTOR INFORMATION .~,, ( Suspected Waste Constituents Field ConditionsfRemarks -~ SAMPLE ALLOCATION :,:~-.. Name _,'~ ~'/:-_- ¢ sample received intact Address / ~' ~// ~-.~ ~-/,, ~,,,/ ~/ "sample received damaged or missing ' ,~,. . (describe on back) ,, ,/,~/~.., .,~ ~ / ~'~¢ ¢~ dp · Telephone ( ~/¢ ) ~ ~_ ~C~// (Signature) (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signatu(e) (Signature) :.- ... ...-x ./ / ~_ ~ ..' ~' "" ' 1 ...... .... / ,.;~:._.~ ~, / ~z.~, _~,/r~xu_ fmc ~2.c~-~. /t~o ' ~ 2. -~ ,{~' ~'~':;~--./ :.- ,.,'c /o ,/~d' "':-' / / 3. 4. Distribution White-w/shipment-for consignee files Pink-with report Blue-w/shipment-forward to Dames & Moore Goldenrod-Dames & Moore - Job File REPORT PHASE I SITE CHARACTERIZATION FORMER UNDERGROUND STORAGE TANK LOCATIONS MANVILLE FOREST PRODUCTS FACILITY BAKERSFIELD, CALIFORNIA DAMES & MOORE JOB NO. 00834~018-042 BAKERSFIELD, CALIFORNIA NOVEMBER 7, 1990 DAMES & MOORE DAMES MOORE ' ~ '. '.!;, ~!'::''[~N.\i. '~_i3.11 ~'~7' i' \:i ['\:.:!:,;*~!~:~ 6701 McDIVI~ DRIVE. SUITE B. BAKERSFIELD, CALIFORNIA 93313 (805~ 397-3373 FAX {~5) 835-8456 ~ove~ber 7~ 1990 Manville Forest Products 5801 District Blvd. Bakersfield, California 93313 Attention: Mr. Scott Shrader Plant Engineer Subject: Report Phase I Site Characterization Former Underground Storage Tank Locations Manville Forest Products Bakersfield~ California Dear Scott: Dames & Moore is pleased to submit this report summarizing the results of our Phase I Site Characterization Investigation a~ your Bakersfield Manufacturing Facility. Should you have any questions regarding this r..eport, please call. Very Truly yours Richard N. Stout California Registered Geologist Robert E. Troutman Project Geologist cc: Mr. Charles Welch Manville Forest Products TABLE OF CONTENTS Section No.. Page No. ! .0 INTRODUCT'rON ............................. 1 2.0 PURPOSE 'AND SCOPE ................ ' ........ 1 3.0 INVESTIGATIVE METHODS 3.1 Drilling And Soil Sampling ........ 2 3.2 Analytical Testing Program~ ........ 4 4.0 HYDROGEOLOGIC SETTING ...................... 5 5.0 INVESTIGATIVE RESULTS 5.1 Soil Conditions ........... ........ 6 5.2 Field Evidence of Contamination... 7 5.3 Analytical Results 5.3.1 Chemical Testing.~ ....... ~ 8 5.3.2 Physical Testing ......... 10 6 0 SUMMARY AND CONCLUSIONS 10 TABLES FIGURES APPENDICES LIST OF TABLES Table ,No. 1 Laboratory Results, Volatile Organic Compounds 2 Analytical Results, 0il and Grease, Metals Scan LIST OF FIGURES Figure No. 1 Site Location Map 2 Boring Location'Map LIST OF APPENDICES Appendix ,. A Boring Logs B Analytical Laboratory Reports ACCULAB Environmental Services C Physical Testing Reports The Earth Technology Corporation 1.0 INTRODUCTION This report Presents the results of our Phase I Site Characterization Investigation at your. manufacturing plant located at 5801 District Boulevard in Bakersfield, California (Figure 1). This investigation was conducted in accordance with our July 20, 1990 proposal. The scope of this investigation is based on a Site Characterization Work Plan (SCWP) dated May 16, 1990 which was prepared for Manville Forest Products (Manville) by ENCOR. Manville contracted~ENSR to r~move sev~en underground'storage tanks at the site in January, 1990. Soil s~mples collected at the site by ENSR confirmed the presence of elevated diesel concentra- tions in soil beneath Tank 1 and elevated levels of methyl ethyl ketone (MEK) in samples collected from beneath Tanks 4 and 5. These results were presented in an Underground Storage Tank Closure Report dated February, 1990 that was prepared by ENSR. Based on the results of the initial sampling, ENCOR prepared the SCWP dated May 16, 1990 along with a June 4, 1990 letter incorporating Kern County Environmental Health Department (KCEH~) comments on the work plan. Subsequent to approval of the SCWP by KCEHD, Manville contracted Dames & Moore to conduct the Phase I Site Characteriza- .tion. 2.0 PURPOSE AND SCOPE, The purpose of the Phase I Site Characterization was to evaluate the vertical and lateral extent of diesel and MEK in the subsurface in the vicinity of the former diesel storage (Tank 1) and solvent storage (Tanks 4 and 5) areas (Figure 2). These two areas are referred to herein as the diesel area and MEK area. The scope of work conducted to accomplish this Objective consisted of the following tasks: o Drilling and sampling of eight bolrings in the diesel area; o Drilling and sampling three borings in the MEK area; Man. SCI 1 o Drilling and sampling of one boring northeast of the manufacturing plant to provide soil samples to evaluate background levels for oil and grease, lead, copper, and arsenic; o Chemically analyzing selected soil samples from the tank areas for total petroleum .hydrocarbons (TPH as diesel) by EPA Method 8015, volatile aromatic hydrocar- bons (BTEX) by. EPA Method 8020, a.nd MEK by EPA Methods 8015/8020, as appropriate; o Analyzing two samples from the b~ckground boring (B-3 Figure 2) for oil and grease, lead, copper, and arsenic 'by EPA Methods 413.1 (equivalenk), 239.1, 220.1, and 206.2 for comparison to previous analytical results from soil samples collected in the tank areas; o Physically testing selected s0il Samples from each area for Atterberg limits, grain size distribution, moisture and density to evaluate geotechniCal properties of subsurface soils; and, o Preparation of this report summarizing r~sults of the Phase I Site Characterization investigation. Since regional ground-water was not encountered in the upper 100 feet of soil~during this investigation, ground-water monitoring ~ells (Phase II Site Characterization task described in the SCWP) were not installed. 3.0 INVESTIGATIVE METHODS 3.1 DRILLING AND SOIL SAMPLING A total of 12 borings were drilled at the Manville site using a Mobile B-80 hollow stem auger drilling rig.. Eight borings (B-l, B-2, B-4, B-5 and B-7 through B-10) were drilled in the former diesel tank storage area (Figure 2), These locations Mere selected on the basis of the results of initial sampling conducted by ENSR which showed elevated diesel concentrations in soil beneath the Man. SCI 2 north, west, and east sides of the tank. The initial samples which were collected below the south side of the tank did not contain detectable concentrations of TPH (as diesel). Therefore, no boring was drilled on the south side of the former tank location. There was no boring B-6. Final boring locations differed from the locations proposed in the SCWP as a result of evaluating successive boring locations based on field observations of the extent of contamination in the initial borings. Dolores Gough of the KCEHD was kept informed of, and approved of, revised boring locations. Three borings (B-Ii, B-12, and B-13) were~drilled in the MEK area. Finally, boring B-3 was drilled northeast of the manufactur- ing building to collect soil samples to establish background concentrations of oil and grease, lead, copper, and arsenic. T~he depths of the borings ranged fromI 25 feet below ground surface (bgs) in borings B-3, B-5, B-7, B-81 and B-13 to 100 feet in borings B-10 and B-11. Boring B-10 in the diesel area was termin.ated at 100 feet with the concurrence of Delores Gough of the £CEHD because OVA readings and odors.were decreasing with depth, especially in the 100 foot sample in ~hich a clay layer was encoun~tered. Boring B-11 in the MEK area Was terminated at 100 feet as OVA readings had decreased to backgrlound and no odors were noted 'below 65 feet. Boring B-12 was terminlated at 15 feet due to the presence of a forme~__~_~k_.ar~b_/concrete 15 feet )gs. JPerched ground water was observed in boring B-2 only. ,~t appears that a five-foot-thick clay layer iencountered from about ~14 to 19 bgs in boring B-2 and the tank crib (concrete layer) located at about 15 feet bgs are causing water to perch near the ...base of. the tank backfill materials. Du~ to the presence of perched water, boring B-2 was terminated at a depth of 30 feet and backfilled with bentonite below 16 feet bgis~, This was done to minimize the potential for the boring to iact as a conduit for downwa.rd migration of the potentially contaminated perched water. Drilling was conducted using 8-inch diamleter hollow-stem auger drilling equipment in order to allow the collection of undisturbed, depth-discrete soil samples. Undisturbed soil samples were collected at intervals of 5 feet in each boring. Soil samples were retrieved ~hrough the hollow stem of the .auger using a Dames & Moore U-type sampler. The sampler was driven 18 inches (or to refusal) with a standard 140-pound hammer. H!ammer blow counts were recorded every 6 inches over the 18-inch sa!mpling interval. The sampler was fitted with 2.5-inch diameter, 3-inch lon~ stainless Man. SCI 3 steel sleeves, and the soil in the lower-mlost sample sleeve was retained for chemical testing. In some cases, a second sample sleeve was retained for physical testing. The exposed soil at each end of the sample sleeve was covered with teflon sheeting and fitted with plastic end caps. Labels that were affixed to an end cap of each sample contained the following information: (1) boring number; (2)~ sample number; (3) depth; (4) date; (5) collec- tor's name; (6) owner; and, (7) location. Appropriately sealed and labeled samples were transferred under chain of custody documentation via overnight courier to the analytical laboratory. Prior to the collection of each sample, soil Isampling equipment and stainless steel sample sleeves were washed in a dilute trisodium phosphat.e solution, rinsed in fresh water,~ and final rinsed in distilled water. Drilling equipment was steam cleaned between each boring to minimize the potential for cross contamination. Sioil samples were screened for organic vapors in the field using a Century Systems Organic Vapor Analyzer (OVA). .Due to a malfun~ction of a second OVA, samples were not analyzed in the field in the gas chromatograph mode tO speciate detected'organic vapors. The use of an OVA only in the screening imode was approved by Dolore,s Gough, the KCEHD representative who was present during much of the. field program. , T'he borings were logged according ,to the Unified Soil Classification Syst.em by a field geologist under the direction of' a California Registered Geologist. Soil cuttings were placed in .DOT-ap.proved 55 gallon drums pending receipt of the analytical results of selected soil samples. Blorings which did not yield elevated OVA readings, odors or other evidence of contamination were backfilled with soil cuttings. Concrete was used to backfill the borings Where evidence' of soil contamlination was detected. Soil cuttiings suspected to be contam!inated with diesel or MEK were segregated from "clean" soil and placed in DOT-approved drums which werle labeled with boring numbers. 3.2 ANALYTICAL TESTING PROGRAM Selected soils samples were chemicall~ analyzed by ACCULAB Environmental Services of Petaluma, California. Selected samples from the former diesel tank area were analyzled for total petroleum Man. SCI 4 hydrocarbons (TPH) as diesel by modified EPA Method 8015. These selected samples were also analyzed for volatile aromatic hydrocar- bons (benzene, toluene, ethylbenzene, and 'xylenes; BTEX) by EPA Method 8020. Selected samples from the MEK 'area were analyzed for MEK by EPA Method 8015/8020. In general, at least two samples from each boring in the MEK and diesel areas were~selected for analysis. In borings where no elevated OVA readings were detected in the field, the two lowermost soil samples were selected for analysis. In borings where elevated OVA readings were ~detected, samples' with both elevated OVA readings and samples with background ~or sig- nifica~ntly reduced OVA readings were analyzed to..evaluate the range of diesel and BTEX, or MEK concentrations at these locations. Two soil samples from boring B-3 were analyzed for background concen~trations of oil and grease (by EPA method 413.1 equivalent) and four lead, copper, and arsenic (by EPA methods 7420, 7210, and 7060). A total of six soil samples, two each. from the background boring, diesel area and MEK area, were' tested for physical parameters by The Earth Technology CorporatiOn. These samples were tested for moisture content, dry density, particle size distribu- tion, and Atterburg limits by ASTM Methods D2216, D2936, and D422, and D4318. 4.0 SITE RYDROGEOLOGIC SETTING The subject site is situated in southern San Joaquin Valley, the southern portion of the Great Valley geomorphic province. The Great Valley is a nearly flat-lying alluvial plain which is bounded on the east by igneous and metamorphic rocks of the Sierra Nevada geomorphic province, and on the south and' west by highly deformed rocks of. the Coast Ranges geomorphic province. The San Joaquin Valley has been infilled with sediments which range in age from Tertiary to Recent. Early to Late Terti.ary marine sediments underlie the Manville site at depth. The sediments immediately underlying the site area consist predominantly fluvial, alluvial, and lacutrine deposits, derived mainly from the highland areas to the east. Man. SCI 5 The subject property is located within the San Joaquin Basin Hydrologic Area, which includes roughly the southern two-thirds of the Great Valley. Within that area a total of 39 ground-water basins and areas of potential ground-water storage have been identified (Department of Water Resources, 1980). Two distinct water-bearing zones are present beneath the site that are separated in most areas by a laterally extensive, relatively impermeable clay layer known as the Corcoran Clay (Kern County Water Agency (KCWA), Water Supply Report, 1989). These two.zon.es are the unconfined aquifer which lies above the Corcoran Clay And the lower confined aquifer. In general, ground-water in the confined aquifer is of superior quality compared to the unconfined aquifer (KCWA, 1989). According to KCWA records and reports there are no wells within 2/3 mile of the site that are screened in the uppler aquifer. Moreover, two City of Bakersfield wells located within 2/3 mile of the site are screened in the confined aquifer. According to data published by. the KCWAi(KCWA, RePort on Water Conditions, 1990), ground-water flow appears to be toward the south-southwest away.from the Kern River Recharge Area. The depth to ground water is shown by the KCWA to be o~ the order of 150 feet bgs in the site area. This is consistent with conditions encount- ered in three monitoring wells drilled at the ~alco Chemical property located approximately 1/2 mile eastl of the Manville site. Depth to water in these monitoring wells was!measured at 144 to 145 feet bgs in October of-1988 (data from 3. H. £1einfelder and Associates through Scott Nevin, Regional Water Quality Control ~oard, Central Valley Region). 5.0 INVESTIGATIVE RESULTS 5.1 SOIL CONDITIONS A total of 12 borings were drilled at thle size during the week of September 17, 1990. Boring'locations are shown on Figure 2. Boring lo~s are contained in Appendix A. ~he borings penetrated primarily sandy sediments with lesser amounts of silt, clay, and fine gravel. With the exception of tank excavation backfill materials, the uPper 20 to 30 feet of soil generally consisted of Man. SCI 6 interbedded silty sand, sandy silt and silty clay grading downward to medium to coarse sand. Tank backfill m~aterials consisted of loose mixed silty clay, sandy silt, and pea gravel to a maximum depth of about 15 feet bgs. In the two deeper borings, B-10 and B-11, medium to coarse sand was the predeminant sediment type between 25 and 100 feet bgs with the exception of an approximately five-foot-thick clay layer, the top of which was encountered at a depth of 55 feet in boring B-il. Finer grain!ed sediments were also present in the 'lO0-foot soil samples from both of these borings. In the background boring and the borings drilled in the diesel area, shallow sediments were generally moist grading to damp oF slightly damp with depth. Sediments in the MEK area appeared to be generally drier. This relationship is consistent with the fact that the entire MEK area is paved while the diesel area and the backgr~ound boring are in or adjacent to landscaped areas. Results of moi'sture content tests on samples from th!e three areas (Section 5.3.2 ahd Appendix C) support these obsler?ations. Moisture conten~ts decreased with depth in samples collected in two borings in the diesel area and were significantly higher in the diesel area than in samples from the MEK area. 5.2 FIELD EVIDENCE OF CONTAMINATION The former diesel storage'tank area was iinitially investigated with borings B-l, B-2 and B-4 which were drilled immediately north, west., and east of the former diesel tank location, respectively IFigure 2). Elevated OVA readings and odors were detected in soil samples in all three of these borings. Moderately elevated OVA readings (50 to 120 ppm) and moderate diesel odors were noted in boring B-1 in samples, from 15 and 20 fe~t bgs. OVA readings ranging from 40 to 70 ppm and moderate diesel odor was noted from 15 to 35 bgs. In borings B-1 and B-4, odors and OVA readings decreased markedly below the depths described above. Boring B-2 on the west side of the former diesel tank location encountered elevated OVA readings from 15 to 30 feet and perched water within tank backfill material'at about 14 feet bgs.. Boring B-10 was drilled southwest of 'boring B-2 to further evaluate the vertical and lateral extent of contamination to the west of the former diesel tank location. .Slightly elevated OVA readings and slight diesel odors were generally noted in samples collected from 20 feet bgs to the bottom off,he boring at 100 feet bgs. The 100-foot sample contained a contalct between a sand unit Man. SCI 7 collected in the upper 30 feet of borings B-I, B-2, and B-4 located in the immediate former tank area and in boring B-10 drilled directly southwest of the tank area. Based on the analytical results from borings B-1 and B-4, it appears that dies~el contamina- tion is limited to the upper 20 to 35 feet of soil directly north and east of the former tank location. Samples collected at 40 and 45 feet in both of these borings did no~t contain detectable concentrations of TPH (as diesel). As mentioned previously, boring B-2 was terminated at 30 feet due to the presence of perched water in the tank backfill material at a depth of about 14 to 15 feet bgs. Based on analytical results and fie:id OVA readings~ from boring B-10, diesel appears to be present in significant concentra- tions (approximately 500 to 1,400 ppm) from:about 20 feet to 100 feet bgs. An analysis of the sand and the clay in sample 20A collected at 100 feet bgs in boring B-10 yielded 1,300 ppm in the sand and 490 ppm in the underlying clay. BTEX in.samples with detectable TPH (aS diesel) were either not detected or detected at low concentrations. Benzene was only detected in four samples at concentrations ranging from 0.05 to 0.14 ppm. Toluene (maximum 1.6 ppm) and xylenes (maximum 0.31 ppm) were detected at low concentrations in four and eight samples, respectively. Ethylbenzene was not detected in any of the diesel area samples. None of the soil'samples collected in ithe perimeter borings (B-5, B-7, B-8 and B-9) in the diesel area ~ielded detectable TPH or BTEX concentrations. These analytical rlesults and field data 'from these borings suggest that diesel contamination is limited to the immediate tank area and to areas direct!y west and southwest of the tank area. 'MEK Area A total of 11 soil samples from borings B-11, B-12, and B-13 in the MEK area were analyzed for MEK. The only samples yielding detectable concentrations of MEK were collected in boring B-11 at depths of 15, 30, 45 and 55 feet bgs. Detected concentrations were relatively low, ranging from 3.6 ppm at 30 feet to 22 ppm at 15 feet. Four samples that were collected from 75 to 100 feet bgs in boring B-Il did not yield detectable concentrations of MEK. Man. SCI 9 Back~round Borin~ Analytical results for soil samples coilected from background boring B-3 are summarized in Table 2. Two !samples from boring B- 3 were analyzed for oil and grease, lead, copper, and arsenic for comparison to results from samples analyzed bY ENSR during previous investigations. 0il and grease were not~ detected in the two samples analyzed from boring B-3 suggesting ~hat the oil and grease concentrations detected by ENSR under Tan!ks 6 and 7 are above background. Detected lead, copper, and Arsenic concentrations appear to be relatively consistent with the, ENSR data. 5.3.2 Physical Testing Physical test results are summarized 'in Table I and Figure Numbers 1 through 6 of Appendix C. Moisture content ranged from 2.99 to 21.05 percent while dry density ranlged from 92.8 to 118.1 .percent. Crain size distribution charts (Figure Numbers 1 through 6) indicate soil types that are consistent With field descriptions presented on ~he boring logs (Appendix A). 6.0 SUMMARY AND CONCLUSIiONS Drilling, soil sampling and chemical analysis of soil samples documented the presence of elevated concentrations of diesel in soil under the former diesel tank location (Tank 1) and elevated MEK concentrations beneath the former solvent storage tanks (Tanks 4 and 5). Sampling and analytical results are interpreted to indicate that the diesel contamination is limited in lateral extent to the immediate area of the former dies~el tank and the area directly west and to the southwest in the vlicinity of borings B-2 and B-10. Diesel contamination is' interpreted to be limited to the upper 20 to '30 feet directly north and ea~st of the former tank location but extends to a depth of 100 feeti directly southwest of the former tank location in boring B-10. ~ Detected diesel con- centrations range from 450 to 2,600 ppm. Diesel concentrations decrease markedly in the 100-foot soil sample from 1300 ppm in the sand portion of the sample to 490 ppm in the underlying clay. This relationship suggests that the clay encountered at 100 feet may be Man. SCI 10 inhibiting downward migration of diesel in soil. Boring B-10 was terminated at 100 feet bgs with the concurrence of the KCEHD representative due to encountering the clay layer and decreasing OVA readings and odors. Examination of geologic logs of three monitoring wells drilled at the nearby Nalco Chemical property show that at that location sediments between 100 and 150 feet bgs are finer-grained than the sandy materials en~countered at both the Manville site and Nalco property between 50 and 100 feet bgs. It Should also be noted that according to ~ern County Water Agency reports and records, there are no wells within 2/3 mile of the site~ that are screened within the unconfined aquifer. The California Regional Water Quality Control BOard's Leaking Underground Fuel Tank (LUFT) Manual (LUFT F%eld Manual: Guidelines for Site Assessment, Cleanup, and Underground Storage Tank Closure; State of California Leaking Underground Fuel Tank Task 'Force) contains a procedure for estimating cleanup levels for gasoline or diesel in soil. This procedure in the LUFT Manual evaluates the leaching potential of gasoline and diesel in soil and takes into consideration depth to water, average annual precipitation, and unique site features. Assuming subsurface conditions below 100 feet are similar to those indicated at the~ nearby Nalco site, it is our interpretation that diesel and BTEX concentrations detected in all borings in the diesel are lower than the Maximum Allowable Levels (MAL) indicated in Table 2-2 of the LUFT Manual with two exceptions. These exceptions included toluene slightly above the MAL at 70 feet in B-10 and the upper portionlof the lO0-foot sample which contained diesel at a concentration of 1,300 ppm, 300 ppm ..higher than the TPH MAL of 1,000 ppm that was estimated using the LUFT Manual procedure. In light of the 'lower portion of this sample yielding a lower TPH concentration (4190 ppm) and no detected BTEX and the nearest overlying sample that was analyzed yielding a TPH concentration below the MAL for TPH ~nd no detectable BTEX, it is probable that the 1,300 ppm diesel ~nd BTEX concentrations detected at 100 feet are higher than typical TPH and BTEX concen- trations detected below 50 feet in Boring 8-10. Moreover, based on the 490 ppm diesel concentration detected in the 100-foot sample, it is likely that diesel concentratilons decrease with depth below lO0-feet. To summarize, it is our opinion that nemediation of the 1300 ppm diesel contamination detected at 100 feet and 0.61 ppm toluene at 70 feet does not appear to be warranted based on the following: (1) all other detected diesel and BTEX concentrations detected in the diesel area borings are interpreted to be below the estimated Man. SCI 11 MAL for TPH and BTEX; (2) the depth and inferred localized nature of the 1300 ppm diesel concentration immediately above the clay at 100 feet in boring B-10; and, (3) the low potential for signif- icant impact to the environment from these isolated diesel and toluene concentrations. MEK was detected in samples from one of the three borings drilled in the MEK area. Detected MEK con·centrations were low, ranging from 3.6 to 22 ppm in samples collected between 15 and 55 feet bgs. The vertical extent of contamination appears to be limited to the upper 60 to 70 feet of soil based on a lack of MEK detections in samples collected in boring B-il from 75 to 100 feet bgs. MEK was not detected in borings B-12 and B-13. This may suggest that the lateral extent of the MEK contamination is limited. KCEHD has not established cleanup levels for MEK in soil nor has the county been involved in any soil contamination investigations with respect to MEK. Marshack (1986) of the California Regional W'ater Quality Control Board has developed a methodology for establishing cleanup levels in soil. The methodology is useful in evaluating the significance of the MEK contamination detected at the Manville site. The methodology, which was designed to protect ground-water quality from buried waste (including contaminated soil), is based on water quality ·goals multiplied by an environmental attenuation factor that takes into account variables that affect the movement of contaminants through the unsaturated zon~ toward ground water. These variables include factors such as depth to ground water, permeability of unsaturated zone soils, adsorptive capacity of the soils, etc. An applicable water quality .goa-1 for MEK is the California Department of Health Services Appllied Action Level (AAL) of 2~ppm. Based on our interpretation of the Marshack document and our current understanding of the site coinditions, a i00-fold attenuation factor appears appropriate for the site. Multiplying the water quality goal by the attenuation factor, a cleanup level for MEK of 200 ppm can be calculated. The ihighest concentration of MEK that was detected in site soils by Dames & Moore is 22 ppm. Assuming this concentration represents maximum concentrations of MEK in site soils penetrated during our inveStigation and that the maximum depth of MEK contamination is as indicated in boring B-11, leaving the MEK contamination detected by Dames & Moore in place can be justified using Marchack's methodology. Man. SCI 12 LABORATORY RESUUI$ , i DIESEl, MEK, AND ~I'EX (All r~:~ulls iii 'rog/kg (ppm)) I ~ Boring Samplc Deplh Tolal 'lTiI Methyl No. No. fFe~0 Benzene Toluene Elh¥1bcnzc~e X_~lcnc~ (as Die~l~l. Elh¥! Kctonc Diesel Area 13-I 3A I5 0.14 <0.04 <0.04 0.14 2600 NA 4A 20 ~:0.04 . <0.04 <0.04 ' O. 15 2100 NA 8A 40 <0.04 <0.04 <0.04 <0.04 <5 NA 9A 45 <0.04 <0.04... <0.04 <{).04, <5 · HA B-2 3A 15 '<0.04 .... <0.04 <0.04 <0.04 2200 NA 5A 25 <0.04 <0.04 <0.04 <0.04 750 NA 6A 30 0.06 <0.04 <0.04 [I.06 1600 NA B-4 4A 20 <0.04 .034 <0.04 0.31 1000 NA 6A :30 .<0.04 <0.04 <0.04. 0.14 1400 NA 8A 40 <0.04 <0.04 <0.04 <0.04 <5 NA 9A 45 <0.04 <0.04 <:0.04 <0.04 <5 NA B-5 4A 20 <0.04 <0.04 <0.04 <0.04 <5 NA 5A 25 <0.04 . <0.04 <0.04 <0.04 <5 NA B-7 4A 20 <0.04 <0.04 <0.04 <0.04 <5 NA 5A 25 . .<0.04 <0.04 <0.04 <0.(14 <5 NA B-8 - 4A --20 - <-0,04 <0,04 <0.04 - <0.1'14 <5 HA 5A 25 <0.04 <0.04 <0.04 <{!.04' <5 NA 1~9 ,-4A 20 <0.04 <0.04 <0.04 <0.04 <5 HA 5A 25 <0.04 -<0.04 <0.04 <0.04 <5 NA 13-10 6A 30 <0.09 <0.09 <0.09 <0.09 14110 HA 8A , 40 <0.iH <0.04 . <0.04 <0.114 1.200 NA 10A 50 0.14 I1.10 <0.04 020 450 HA 14A 70 0.1'15 0.61 <0.04 {I.29 960 NA 16A 80 < 0.04 < 0.04 < 0.04 <0.04 900 HA I gA 90 <0.0,1 <0.04 <0.04 <0.07 920 NA 'R~F/Ma~irk~ll ~ TABLI~ 1 (eotg:iudcd) Ikuing Sample ' D~pth Total /TPII Methyl No. No. [Fcct) Benzene Tolue, nc . Ethy_[bcnzc, ne. X~lCn~ (as Dicscl__) Etlwl Kctonc ~o ~A(~n~) .100' 0.0~ ~.~. <0.O4 o.0~ 1~o0 20A(day). 100 <0.04 <0.04 <0.04 <0.04 490 NA MEK Arcs B-Il 3A 15 NA HA NA NA NA 22 6A 30 NA NA NA NA NA ~3.6 9A 4~ NA NA NA' NA NA 6.4 11^ 5~ NA NA" t~A SA 1SA 75 N.A NA NA NA NA <0.0'3 · 17A' .85 NA NA .NA NA HA <0.0'3 19A 95 NA NA HA NA NA <0.03 20A 100 NA 'NA NA NA NA <0.03 B-12 ZA 10 NA NA NA NA NA <0.03 B-13 5A .25 NA NA NA NA NA <0.03 ' 7A ' 35 NA 'NA NA --NA: Not-Annlyzr. d OIL AND GREASE, METALS SCAN (Ali tesUlt~ in'tng/kg (ppm)) Sample S,.-unplc LOcations No.~ Lead '~ Arsenic Oil~c Back_~ound Boring ' .. B3 3A 5 2 03 <30 B3 5A 6 12 2 <30 ENSR Data Tank 6 6A-6D 8-16 0.14-16 ND-7 660-730 Tanks.3,4,5 -- '. 8-9 -- -- -- Tnnk 7 . 7A-TD ..... 490-760 RF.T/l~lc. ltd '-- · 9 "\ "- :~ 't~lom caen -'o-- 362' It ROA O ' '. "373 "'"' ~ :-~ ~ "~,i~ , ~=' ,--3 , , <. ;' ~.'M.. , ~:.,.,. ~r. SITE LOCATI(: ~, '""- .......... : ....... ::: ...... /, ,.~ ~.. / ,- · ~ "~ ,~.~, '~, ? .... /,( ~X, Dis~ICT BLVD. ~ , ..... ..,...:,.~ -~.;% ~ G~evatQ~ ~ . Thea -' . ~ · ~ ~.' '.~. ~:: ..... ~/~ ~. i ' · ~3 .:. x, _{ .~ , ~,,,~,~, ... .... · .... .... "x~. ~ Tra : ~. ,. FIGURE 0 ~/2 , , SITE LOCATION MAP Sc~e in Miles . -. ~. Manville Forest Products ' ~em~: USGS 7.5 Minute quadr~gle B~ersfieid, CsiiforniA G0sford, CNifomia 1973 APPENDII A BORING LOGS UNIFIED SOIL CLASSIFICATION SYSTEM · SYMBOL MAJOR DIVISIONS L SYMBOL 1 TYPICA~ DI=SCRJPTIONS ~4,~,,4~,~ G W MIXTURES. L~ OR NO FINES GRAVEL AND (LI~rL~ OR NO FINES) ~,~,~,~.4J G P POORLY43RADED GRAVELS. GRAVEL-SAND ~AVEU.¥ SCXLS ~,. COARSE COARSE FRACTION SILTY GRAVELS. GRAVEL-SAND-SILT GRA~IED ~I~'TAIN~;D ON GRAVEL9 WITH FINE~ G M MtXTURES NO. 4 S~VE OF FINES) CLAYEY GRAVELS. GRAVEL-SAND-CLAY I~O~O~O~O~d SW LITTLE OR NO FINES OF MATERtAL ~ SAND AND (UITLE OR NO FINES)["~li~.'<.~ '::~;~?~'~i L~FR THAN S~NDY S~I SP NO. 200 SeVE Sm= MO~E THAN SO%OF "~ '~ O O CQAP, SE FRACTION 00 'O O SM~ SILTY SANDS, SAND-SILTMIXTURES pASSIN(~ SAND9 WITH IRNF.~ NO. 4 S~VE OF FINES) SC CLAYEY SANDS. &IJ~B-(3.AY MlXZUI~S ~ ~IC SILTS ANO VERY FINE SAND.& M L . ROCt< FLOUR, SILTY OR CA. AYEY FINE SANDS OR CLAYEY Sa.TS WITH SUGHT PLASTICITY // E~IOFIGANIC CLAYS OF LOWTO MEDIUM RNE SILTS AND CLAYS CL ' PLASTICITY. GRAVELLY CLAYS. SANDY GRA~IED UOUID lIMIT ~SS THAN 50 CLAY~ SILTY CLAY.& LEAN CLAYS llllll[lll(il([I .o.~,~ ~ SILTS. MICACEOUS OR OIAT(~ M Hi MACEOUS FINE SAND OR SILTY SOLS MORE THAN OF MATERL~" tS ~LT~ AND CLAYS ~ CHI INORGANIC CLAYS OF HIGH PLASTICrTY, SMA[ [FR THAN LiQUiD LIMIT Cd~;ATE-R THAN 50~/-~/z/~ FAT CLAYS NO. 2~O SEVE SEE SOILS ~_~ PTI ORGANIcP~AT' HUMUS.cONTENTsSWAMP SOILS WITH HIGH HIGHLY ORGA~C NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS KEY TO LOG OF BORINGS · INDICATES UNDISTURBED DAMES & MOORE SAMPLE ~ INDICATES DISTURBED DAMES & MCX~RE SAMPLE: [~ STANDARD PENETRATION TEST SAMPLE I-'J INDICATES NO RECOVERY DAMF~ as MOOR~ soil BORING B-1 SAMPLE DATA TYPE OVA (ppm) =: ~ SAMPLING METHOD: Dames & Moore U-Type SM ~ro~ol Fine Or~ ~ m~ium ~r~n~sil~ ~d, d,, no odor -~ ................. ~ ....... ~ Grey fine m medium sil~ ~ay~ day~ sill moisL ~ ~ 25 ~' LOG OF BORING M;ANVILLE FOREST PRODUCTS Bakersfield, California DAMES &: M~OORE SO, L BORING B-1 CONT'D SAMPLE DATA TYPE c: SAMPLING METHOD: Oamee& Ivlc~re U-Type ~ OVA (pp,~) u. DRILLING METHOD: r Hollow Slam Auger 3:: ~' SURFACE CONDITIONs: Level soil, stony, warm O ~I co "~ co DESCRIPTION 40 0 12 -40'-- 8 - . ........ 45 0 41 1'45''' 9 - Boring B-1 completed at a depih of a,ol~oxJmalely 45 feet bgs on Se~tembe~ 17, 1990. -- ........ No ground water encountered. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMF_..S & MOORE saL BORING B'2 SAMPLE DATA TYPE ~. SAMPLING METHOD: 'Dames & Moore U-Type ~ OVA (ppm)' ~ ,- a. ku u,. DRILLING METHOD: 8' Hollow Stem Auger uJ o. ~. u~ SURFACE CONDITIONs; Level grass, sunny, warm ~ DESCRIPTION MI./ ~ 8town fine to medium silty cia,/~ clayey silt. moist, no o~ ~ T As above, very slight odor 5 3 3 - S, .. 1 GP '~.e~ Brown coarse sandy gravel, moist, no odor ........... SP ~i Black medium to coa~e saint, moist, moderate odor lS 20 , 11 - - lS' - - 3 - T Perct~edgroundwaterenc0untered SP ~*~';~' Dark grey medium to coarse Sandy gravel, moist, slight odor 20 3520' -4i GP .......................................... ................................................ Bodng B-2 terminated a~ a depi~ of approximately 30 feet bgs on September 17, 1990. .............................................. Grouncl water encountered at approximately 15 feet bgs. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE " ' so, L BORING B"3 SAM PI,.F. DATA TYPE SAMPLING METHOD: Dames & Moc~e U-Type u._ ~ DRILLING METHOD: 8' Hoaow Slem Aug~ = n-,z~ Z_ ~ =.'~ ~ SURFACE CONDITIONS: Level a~lma~t, sunny, wa,,m ¢3 ;~ <.)= ;~ ~ = ~ DESCRIPTION ~:~' Brown fine to coarse silty sand; loose, moist, no .......... HOi, ...... [ ................................. Brown fine to coarse sandy clayey silt, mo[st, no odor ~0 15 'F 6 ..... 1.' ..... Brown fine sandy, c~ayey silt ~ alq~ day. moi~ no ......./ Greyish-brown rnedium to coarse sand, dry, no odo~ 15 0 41 ~-15'-- 3 -TI ~ ......... - ................ T Grades to medium brown, · ~ o- ao--to' - 4 --I-- " ......................................... ........................... 25 0 27 - - 25' ' · SM r',~'!'~}; Greyish-brown fine to medium silty sand, micacoous, moist, no odor Bodng B-3 completed a! a dePl/~ of approximately 25 leer bgs on September 17, 1990. ................................................ No ground wa[er e~coun;ered. LOG OF BORING M~,'NVILLE FOREST PRODUCTS Bakersfield, California DAME3 & ]V[OORE SO, L BORING B-4 SAMPLE DATA TYPE · a:: ~ / ~[ SAMPLING METHOD: Dames, Mo~e U-Type ~ OVA (ppm) ~ a., , u3 1-.; ~ ~ ~ DRILLING METHOD: 8' Hollow Stem Auger ~ = m. ~- ~: ~_ ¢ ¢ SURFACE CONDITIONS: Level gra~, sunny, hot ~P~ t~'-',if:~;~i~Greyish.brown fine gravel and medium to coa',,e ~and to san~ gravel, city, no oder MI./ I '"J Brown fine to medium silty clay to clayey silt, moist, no odor ~0 ?0. ~ - - 20' ' - 4 - --!-- ~l~ni~h-~re~ m~lium to c~ar, r~ ~and. moderate od~r 30 ~0 ~ -- 30' - LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California . DAMES & MOORE so,~ BORING B'4 CONT'D SAMPLE DATA TYPE =: SAMPLING ME'I~QD:, Damea & Ivlm~e U-Tyl3e OVA (ppm) ~ ~ DRIVING ~ ~ ~1~ S~ Aug~ o = ~ DESCRIP~ON ....... T O~des ............._ ..... B~ B~ ~mp~ ~ a d~ of ~~ ~ f~t ~. on ~am~ 17, 19~. ........... No grou~ ~NVILLE FOREST PRODUCTS. Bakemfield, California DA~ & ~OORE BORING B-5 SAMPLE DATA TYPE .. SAMPLING METHOD: Dames & Moore U-Type ~ OVA (ppm) ,, ~ := UJ u. ~' DRILLING METHOD:. 8' Hollow Stern Augm' ...... ~ ................ GPt h::i::i!i.I S~n modium ~ ~ars, ~ndy grovel u~ gra¥~lly md, dry, no od~ ........... SP · ~ Dark brown clayey silt wil~l some sand and trace gravel, dry. no odor ......... SM/ : Brown fine to medium sandy silt to silty sand, dry. no odor -"~ i MI./ Motl:lod brownisrt-rust brown, clayey silt to silty clay. slighl~y moist, no OdOr ................. i ........ i'~' SP Brown modium ~ m~'~e sand, d~. no odo~ 2s o 3~--25- r s -T Boring 8-5 comple[ed at a dep~ of approximately 25 feet ~s on Sel3teml~er Ig. lgg0. ................................................. No ground water LOG OF BORING M-A'NVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE S ,L BORING B-7 SAMPLE DATA I~PE ~ SAMPLING METHOD: Dames & M~x~e U.Type OVA (ppm) E '" " ~' DRILLING METHOD: 8" Hollow Stem Auge~ ~ '" ~' ~¢3 ~'~ u] o m ~ ~ ~ ~ ~ SURFACE CONDITIONS:~ DESCRIPTIoNLeVe~ gra~. sunny, hot SM ~ o' B,-own fine to medium silty ~and to sandy sill dry, no edor .......................................... ...................... l Brown ctayey ,silt to silty clay, dry, no odin' 5 0 49-- 5. -- 1 CL .... Mo~ed britoil-mst I~rown fine t~ medium silty ~md, dq,. n~ odor 'lO '0 20--~0'-- ~ - oo _ , --~ CL Mo~ed brownish-ru~t ~ flhe ~ medium silty day, ~'ace moist, no ......................... 15 0 19 -- 15'-- 3 - 20 0 29--20'-- 4 -~ SP Light brown medium sand, dry, no .............................. T' T Grades to ligJ~t greyish-brown 25 , o ,~--25'-- s '-1-' ........................................... ' Boring B-7 completed at a de~ of approximamly 25 feet bg$ on September 19, 1990. No ground water encounterS, LOG OF BORING M~,'NVILLE FOREST PRODUCTS Bakersfield, California DA~ & ~V[OORE SAM"~ =A,* ~'"~SC~' BORING B'8 ,; OVA (ppm) = u) ~: ~ ~ ~ DRILLING M~ ~ Hol~ Sram Aug~ = = ~ ~~ ~ ~ ~ ~ ~ ~~ ~ [ ~ SURFACE C~Dffl~S: Le,I =phat. sunny. ~DESCRIP~ON GP ~ff~, ........................ ........................................ sP~:.~::::::::::::::::::::::::::::::::: ; 0 24 -- S' - - .............. [ ......... S Gmyi~-b~n m~i~ to ..................... Boring ~8 ~mpleted at a dep~ o126 f~t ~s on ~pt~ 19. 1~. ............................................. No ground wa~er en~umm~. LOG OF BORING M~'NVILLE FOREST PRODUCTS Bakersfield, California ]DAMF-~ & 'MOOR£ '" so,L BORING B-9 5 OVA (ppm) m DRIVING ~ r Hol~ S~ Aug~ ~ O ~ ~ DESCRIP~ON ~S 0 ~ 0 ~--2E - s 'T ~ o ~ --3~ - 8 - .................................................. ~ ~ a~ Bonng B.9 ~mplet~ at a de~ of ~proximate~ ~ I~t bgs on ~ptem~ lg, 1990. No ground water encounterS. LOG OF BORING ~ANVILLE FOREST PRODUCTS B~emfield, California D~ & MOORE so,, BORING B-10 SAMPt. E DATA TYPE a: SAMPLING METHOD: Dames & Moore U-Type ~ OVA (ppm) 3: I-. U.I ~'z cn .1~ ~ ~ ~ u~ DRILLING METHOD: 8' Hollow Slam Auger -- (;3 MIJ ~ Brown silty clay [o clayey sill moisL slight odor ................................ -- .... CE -/ 5 lO 11 -- 5' - 1 'l .~-:-:-::i:i: 10 0 29 - - 10' - 2 - ':': ~':'::'"::~:::: I CL ~ Bmwflsiityday, moisl, noodo~ is o ~a--~'-- 3 'T 20 l0 ~9--20' - 4 ----~ Grades to grey. .~ SP ~i+[~i!ii~i:::iiii?:i Grey me¢lium to coarse sand. dry, sligi~! odo~ 3o 17 3, - e - --35 15 34 -35' - 7 LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE sas BORING B-10 CONT'D · ~. SAMPLING METHOD: Oame~ & ~e ~T~ ~ OVA (ppm) ~m ~~ ~ DRI~I~ ~ ~ ~1~ S~m A~ ~ ~4 25 ~ 12 29 4~ - ~ 8 ~ -- 5~ -- - 55 16 87 -- ~ ' ' -T ~ 12 41 --- ~' ~- 1~ 'T --70 30 67 LOG OF BORING M~,'NVILLE FOREST PRODUCTS Bakersfield, California D,~,34ES & MOORE sas BORING B-10 CONT'D SAMPLE DATA TYPE n- SAMPLING METHOD: Dames & bloore U-Type ~ OVA (ppm) ~ ~ ~ DRILLING ME'rHoo: 8' Hollow Slam Aug~ ~ '~ o~ DESCRIPTION SP 1 oo 5 67 - - 100'- - 20 - ~' 7~/ Mo~ed grayish-brown silty clay, moist, very slight cxior Boring B-10 completed at a dep~ of approximately 100 feet bgs on ....................................... Septemt~er 18.1990. No ground water encountece~l. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE ..... · so,, BORING B-11 SAMP .LF. DATA TYPE ,.,- SAMPLING MET'HOD: Dames & Moore U-Type ~' OVA (ppm) =: ,,, u. ~' DRILLING METHOD:. 8' Hollow Stem Auge~ ~ O~ ~_ u~ ~ SURFACE CONDFrlGNS: Levet asptlaJt, sunny, ~ot c~ cn = ~ DESCRIPTION GP '~.%f=;I ' Brown medium to com'se sahdy gmvet, dry, no odo~ .................... I CL Grey medium to coarae gravelly ctay, dry, ,~l~ong odo~ 10 ...... - ........ 40' 7 '' 10' -- 2 -"~. ....,,I Brown fine to medium -iity ct,ay, dry. su'ongodor 15 70o 13 -- 15' -- 3 "--I~ ~// T Grades to some grave~ , 30 >1000 68 - _ 30. - -35 >1000' 46 -- 35' - 7 I~1 LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE so.. BORING B-11 CONT'D 8AMRLE DATA TYPE c: SAMPLING MET1-K)D: Dame~ & Me~e U-Ty~e (ppm) OVA ~o DESCRIPTION lOOO ss .- 40' . 8 -T I SP Ught brown medium t~ coarse sand. dry. slight odor LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES & MOORE sc~L BORING B-11 CONT'D SAMPLE DATA TYPE ~. . SAMPLING METHOD: Oamm~ & Moo~e U-Type OVA (ppm) =:: ~' ~- DRILLING METHOD:. 8' Hollow Stem Auge~ 3:: ' ~ ~ ~ i ~ ~ u), SURFACE CONDITIONS: Level a"'13ha~' sunnY' h°t ~ ~ :~ ~ DESCRIPTION ~dng ~11 ~mplet~ a~ a ~ep~ of ~pmximate~ 1~ l~t ~s on ............................... ~ptember 19.1 No grou~ water en~untemd. LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California :DAME.5 & MOORE sa, BORING B-12 8AMP .LE DATA TYPE cC SAMPLING METHOD: Dame,, & Moo~e U.Type OVA (ppm) =: ~ . ~ ~' ~ DRILLING METHOD: 8' Hollow Stem Auger ¢= ~ ~ ;~ ~ DESCRIPTION Aspn~[ ............................ CPI Brownish-grey sandy gravel t~ gravelly sa~d, dry, no odor SM 5 0 21 -- 5' -- - ~o o 4--~o'- 2- 15 ........ Boring B.12 terminatod at a dep~ of apl~oxima~ 15 feet bgs ~,t September 20,199( No ground water ~tered. · LOG OF BORING MANVILLE FOREST PRODUCTS Bakersfield, California DAMES &'MO~)RE saL BORING B-13 SAMPLE DATA TYPE ~ I SAMPLING METHOD: Dames & Mcx~e U. Type ~ OVA (ppm) z ~ ~ ~ ~ ~ DESCRIP~ON Asph~t GP 5 0 ,, 37 - 5' -- 1 -T CL 10 0 ~ - - 1~ -- 2 ~ 0 ~ ~-2~-- 4 - 25 0 42 --2fi-- 5 - ~G~des .... ~ ......................... ~' Sp Rust br~n to light b~n m~ium m ~ ~d, d~, ~ odor ............................................. ~ ~ Grades ~ light br~n ' -35 C 38 ~-3E-- 7 - ~dng ~13 ~mplet~ at No ground water en~unter~d, LOG OF ~NVILLE FOREST PRODUCTS' B~emfield, California DAM~ & ~OORE APPENDIX B ANALYTICAL LABORATORY REPORTS ACCULAB ENVIRONHENTAL SERVICES ~O ~ll~ Higltwey, ~umn, ~ 94954 ~1,~: (707) ~245 ~: ('70~ Bob Troutman Client Code: DAMC1 Dames & Moore Survey ~ MANVILLE 6701 McDivitt, Suite B Bakersfield, CA 93313 Page-1 LABORATORY R E S U L T'S Date Collected: 09/17/90 Laboratory Job No.: 905720 Date Extracted: 09/27/90 Date Received: 09/19/90 Date Analyzed: 09/28/90 Date Reported: 10/04/90 ASSAY: TOTAL RECOVERABLE OIL AND GREASE (3550/SM 503D) MATRIX: SOIL DETECTION , LIMIT. LABNO SMPLNO-I~D mg/kg mg/kg 28968 B3-3A ND 30 28969 B3-5A ND 30 THIS REPORT HAS BEEN REVIEWED AND APPROVED t:OR RELF. kSF- 3700 IJkeVllle Hlfhwly, Petlluml, CA 94954 P.O. Box 808024, Pe~luml, CA 94975.8024 Telepho(~: (70'T) 7838245 FAX: ('/0~) 7~3-4065 Page LABORATORY RESULTS Laboratory Job No.: 905720 Date Collected: 09/17/90 Date Received: 09/19/90 Date Analyzed: 09/26/90 Date Reported: 10/04/90 ASSAY: -- LEAD (EPA 7420) -- COPPER (EPA 7210) ARSENIC (EPA 7060) MATRIX: SOIL, ACID DIGEST LABNO SMPLNO COMPOUND FOUND CA TTLC LEV DET.Li mg/kg mg/k 28968 B3-3A PB 5 1,000 .4 CU 2 2,500 1 AS ND 500 0. 28969 B3-5A PB 6 1,000 4 CU 12 2,500 1 AS 2 500 0. 2 3700 I.~lmvllle Hlghvmy, P~taluma, CA 94954 P.O. Box 808024, Petlluma, CA 94975-8024 Telephone: (707) ')~3-~245 F~(: (707) 763-4065 Page 5 LABORATORY RESULTS Date Collected: 09/17/90 Laboratory Job No.: 905720 DaCe Extracted: 09/20/90 Date Received: ~09/19/90 Date Analyzed~ 09/21/90 Date Reported: 10/04/90 ASSAY: BTEX (EPA 5020/8020) MATRIX: SOIL LABNO SMPLN©-ID RESULTS DET.LIM 28950 B1-3A BENZENE 0.14 mg/kg 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE 0.14 mg/kg 0.040 mg/kg 28951 B1-4A BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE 0.15 mg/kg 0.040 mg/kg 28952 B1-8A BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040~mg/kg XYLENE ND 0.040 mg/~g 28953 B1-9A' BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ND 0.040 mg/kg 28954 B2-3A BENZENE ND 0.040 mg/kg TOLUENE ND 0.040 mg/kg ETHYLBENZENE ND 0.040 mg/kg XYLENE ND 0.040 mg/kg 3700 LAkevllle Hlghwly, P.etaluma, CA 94954 P.O. Box 808024. Petaluma. CA 94975-8024 Telephone: (70~ 7~3-8245 FAX: (707) 753-4065 Bob Troutman Client Code: DAMC1 Dames & Moore Survey # MANVILLE 6701 McDivitt, Suite B Bakersfield, CA 93313 Page 1 LABORATORY RE SULT~S Date Collected: 09/19/90 LaboratOry Job No.: 905785 Date Extracted: 09/27/90 Date Received: 09/24/90 Date Analyzed: 10/05/90 Date Reported: 10/11/90 ASSAY: METHYL ETHYL KETONE (EPA 5020/8015) MATRIX: SOIL LABNO SMPLNO-ID RESULTS DET. LIM 29397 B-11/3A METHYL ETHYL KETONE 22 mg/kg 0.013 mg/kg 29398 B-11/6A ' . METHYL ETHYL KETONE 3.6 mg/kg 0.03 mg/kg 29399 B-11/9A METHYL ETHYL KETONE 6.4 mg/kg 0.0'3 mg/kg 29400. B-11/llA METHYL ETHYL KETONE 6.2 mg/kg 0.03 mg/kg 29401 B-15/15A METHYL ETHYL KETONE ND 0.03 .mg/kg 29402 B-11/19A METHYL ETHYL KETONE ND 0.03 mg/kg 29403 B-11/20A METHYL ETHYL KETONE ND 0.03 mg/kg 29404 B-12/2A METHYL ETHYL KETONE ND 0.03 mg/kg 29405 8-13/5A METHYL ETHYL KETONE ND 0.03 mg/kg THIS REPORT HAS BEEN REVIEWED AND APPROVED FOR RELEASE BOO ~llle Highway. ~tlluma, ~ 94954 hO. Box 808024, ~lum8, ~ 9497~8024 ~leph~e: Page 2 LABORATORY RESULTS Laboratory Job No.: 905785 LABN© SMPLNO-ID RESULTS DET.LIM 29406 B-13/7A METHYL ETHYL KETONE ND 0.03 mg/kg 29409 B-11/17A METHYL ETHYL 'KETONE ND 0.0i3 mg/kg 3~0 ~llle Highway, ~Joma. ~ 94954 ~ Box 8~024. ~taiuma. ~ g497~024 Page 3 LABORATORY RESULTS Date Collected: 09/19/90 Laboraltory Job No.: 905785 Dat. e'Extracted: 09/28/90 D~te Received: 09/24/90 Date.Analyzed: 10/01/90 Uate Reported: 10/11/90 ASSAY: TPH/DiIESEL (EPA 8015) MATRIX: SOIL LABNO sMPLNO-ID RESULTS DET,LIM '29391 B-5/4A DIESEL ND 5.0 mg/kg 29392 B-5/LA DIESEL ND 5.0 mg/kg , 29393 B-7/4A DIESEL ND 5.0. mg/kg 29394 B-7/5A DIESEL ND 5.0~ mg/kg 29395 B-9/4~A DIESEL ND 5.0 mg/kg 29396 B-9/LA DIESEL ND 5.0 mg/kg 29407 B-8/4A DIESEL ND 5.0 mg/kg 29408 B-8-LA DIESEL ND 5.0 mg/kg 29410 B-10/10A DIESEL 450 mg/kg 5.0 mg/kg 3700 Lakeville Highway, Petllluma. CA 94954 P,O. Box 808024, Pt~t~lluma, CA 94975-8024 TelephOne: ('/07) 763-8245 FAX: (707) 763-4065 Bob Troutman Dames & Moore 6701 MclDivitt, Suite B Bakersfield, CA 93313 -. - CUSTOMER INVOICE Mail Paymen~t to: ACCULAB Environmental Services Invoice Date 10/11/? ATTN: Accounting P. O. Box 808024 Please refer tO invoice'n,,mher 129851 Petaluma, CA 94975-8024 on remitltance and correspondence. Clie'.nt Code: DAMC1 Our IRS number is 95-1686276. Survey No.: MANVILLE Laborat:ory No.: 905785 ' Contract/PO No.: Rele~ase No.: Terms: Net Cash 30 days Overdue accounts subject " maximum allowable interes- Qty Service Unit Cost Amount 11 METH, YL ETHYL KETONE (EPA 5020/8015) $100.00 $1100. 1 LESS 15% QUANTITY DISCOUNT -110.00 -110. 9 TPH/,DIESEL (EPA 8015) $80.00 $720. 1 LESS 10% QUANTITY. DISCOUNT -72.00 -72. _ __ 9 BTEX (EP~ 5020/8020) $100.00 $900. 1 LESS~ 10% QUANTITY DISCOUNT -90.00 -90. 1 LESS 1/2 FEDERAL EXPRESS SHIPPING CHG -41.35 -41. Please Pay This Amount >> $2,406.~ CUSTOMER INVOICE COPY RECE:VED ~ -,.~X-~,,~ZS' ~ou No.~ ,,, C .['IAINLO, F CUSTODY RECORD .~- .... . ~~ SAMPLE INFORMATION · GENERATOR INFQ~mN~ - " No. DEPTH ~PE DATE TIME /~,~~,~¢ ~. /~-~ 4~' /7*0 Telephone ( ) */~/¢.~J ~ COLLECTOR ~NFORaAT~ON ~m-/~ ~ ~ / / ~/~ Collected by ~~,' /~ X ~/~-~/ ~d / Address F~/ ~ ~'~,~ /~. ~a--~/~/ / , ~ - FieldConditionslRemarks ~-~ ,' ¢ ~-~ 'B~'~) ~ %~ SAMPLE ALLOCATION Name ~ ~d ¢~ ~ sample received intact AddreSs ~ 7~ ~1~~ ~ /samPle received damaged o~ ~T~&~ / ~. ~~ (describe on back) Telephone ( ~ ~ --~~ ~~ ~ Signature) -- (Date~ -CHAIN OF POSSESSION Relinquished ~y: Date Time Received by: Date Time (~ ~~~ (Signature)~ 2. 4. Distribution White-w/shipment-for consignee files Pink-with report Blue-w~ment-forw~es & Moore Goldenrod-Dames & Moore - Job File Attn: ~~ /~,-¢~ , Dames & Moore REC,-'_IVED Job No. ", A .d~rl:Al~.,~OF CUSTODY RECORD GENERATOR'IN _I~I~IO.N ~.t~, ii: 05 SAMPLE INFORMATION No. DEPTH TYPE DATE TIME / /' Address /4~ /~/~- ~ ~ / /~~ CO~C~OR ~UFOR~AT~OU Collected by Address Telephone ~~ '. ~ . .. Fiold Gonditions/ SAMPLE ALLOCATION Name ./~-.,-~,¢o,'.~" //~'¢'~ L _~/~sampie received intact I~ Address /'~/ ~-,-~,'--,-~ //~ ~mple received damaged~ ~ ~ ~ ~~ er// ~ (describe on back) ~¢.,b~ Telephone (~) ~7-- ~~ _ ~ (Signature) ~; (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signature. (Signature) 3. 4. Distribution White-w/shipment-for consignee files Pink-with report Blue-w/shipment-forward to Dames & Moore Goldenrod-Dames & Moore - Job File Attn: Dames & Moore · GENERATOR INFORMATION. SAMPLE INFORMAT~.~N,.-- ~' No. DEPTH TYPE ,. DATE _ TI, I~LE .. COLLECTO. R INFORMATIO__N /'~Z. -~",~- Field Conditions/Remarks SAMPLE ALLOCATION ~--' r-~ Name _ ~ ~. 4.,,¢~ u,/"'" sample received intact Address ~ '7 ~C:~ /~/r-/~...-~/~./~.~ .~/~ sample received damaged or~fi~issing - (Signa~re)- (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Ti~e (Signature) (Signature) ' 3. 4. ~i~tribution White-w/shipment-for consignee files Pink-with re~ort Blue.wlshigment-forward ~ames & Moore .Goldenrod-Dames & Moore -Job File Attn: ~~ / ~ ~¢ ~ Dames & Moore · 4 ~., ~., :-'.:. ~-, ~ Job No. CHAIN O~F CUSTODY RECORD v., '-" i .... , GENERATOR INFORMATION SAMPLE INFORMATION No. DEPTH TYPE DATE , TIME Telephone ( ) 'COLLECTOR INFORMATION g ?-.~"4 ~' '.~-/ / ~'~- Collected by. ~,/5- /~o,-.$ Z /~,/-~'/'~ /'~"/' .. Telephone (t~5'7') -5"~'7-- T~'7~ S/I-Il4.. 5"5" / ,, /'~ ~o' Suspected Waste Constituents ~'_4,~. ~- · c=~ -~- / 'f , Field Conditions/Remarks 6-I6 --!~,~ ~ ~ ~_~ =' ~-'~ SAMPLE ALLOCATION Address '~ 7~-z:5::~ ~'~'V! ~-~. ~- x}~,/ sample received damaged or missing (describe on back) / qSi~ffafG're} (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time ($Jgnl~ure) _~/,~/¢/~ (Signature) / ~'2.' ' / - 3. 4. Distribution White-w/shipment.for consignee files Pink-with report Blue-wlshj.oment-f.o~rd~_ ames & Moore Goldenrod-Dames & Moore - Job File ~tn: ~_~ r~'Z ~ -"77~'~/~,V Dames & Moore '~'! .... "" E-C D Job No. ~'~ -~;.'- ~' t, :~ ~3: 5t~ CHAIN OF CU'STO-DY R OR GENERATOR INFORMATION '" SAMPLE INFORMATION No. DEPTH ~PE DATE ~ TIME Address /~~ ~/ /~, ~/ /~ / COLLECTOR INFORMATION ~X'7~ ~'' ~ ' Collected '~~ ~'~ ~ / Address ~ [ Suspected Waste Constituents ~ , Field Conditions/Remarks SAMPLE ALLOCATION -.- Name . ~ ~ ~ samPle received intact Address ~ ~ ' ~'~~'~ ~ / (describe on back) ~8ignature) (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signature) (Signature) 2. / 3. 4. ~i~tdbution White-w/shipment.for consignee files 'Pink-with repo~ Blue-w/s~ment-forwa~ames & ~o~ Goldenrod-Dames & Moore - Job File Attn: /~~ I ~~ Dames & Moore ,APPENDII C PHYSICAL LABORATORY REPORTS THE EARTH TECHNOLOGY CORPORATION 18411 Gothard Street, Unit F Huntington Beach, California 92648 Telephone: (714) 842-7011 /Fax: (714) 842-3735 October 9, 1990 Dames & Moore ' 6701 McDivitt Drive, Suite B Bakersfield, CA 93313 I ?'/,'. · Attention: Mr. Robert Troutman / Subject Report/Laboratory Testing Results Project: Manville-Bakersfield TETC Proi~ct No,; ~)I-220-1112 .. Dear Mr. Troutman: Enclosed please find the results of laboratory testing program conducted on samples from the Manville -Bakersfield project. : The testing performed for this program was conducted in generallaccordance with ASTM testing procedures as follows:.· rEST TY E rEST Moisture Content ASTIV[~ D 2216 · ~ Dry Density ASTi~ D 2937. Particle Size Distribution ASTMi D 422 Atterberg Limits ASTMi D 431 A'STM: American Society for Testing and Materials, Annual Book !of ASTM Standards, Section 4, Volume 04'.08, Soil and Rock; Dimension Stone; Geosynthetics, 1990. Test results are presented in Table 1 attached hereto. We appreciate the opportunity to provide testing services to Dames & Moore. If you have any questions regarding the test results, please contact us. Very truly yours, THE EARTH TECHNOLOGY CORPORATION (Commercial) Kean Tan Supervisor, Geomechanics Laboratory SP/mgw TABLE SUMMARY OF LABORATORY TEST RESULTS PROJECT NAME: Manville - Bakersfield TETC NO.: 91-220-1112 CLIENT PROSECT NO.: CLIENT: Dames & Moore REPORT DATE: October 9, 1990 SUMMARIZED BY S.' Poolpcrm ' LABORATORY MANAGER: (Atul) K, Arulmoli BORING & DEPTH MOISTURE DRY ATTERBERG LIMITS ASTM D4318 SAMPLE CONTENT DENSITY NO, (it) (%) (pcf) LIQUID LIMITS PLASTIC LIMITS PLASTIC INDEX ASTM D2216 ASTM D2937 (%) (%) (%) BI-2B 10.0 14.63 118.1 28 19 9 B I-SB .25.0 3.40 92.8 .; Non-Plastic B2-3B 15.0 21.05 103.0 26 19 ] 7 I B4-SB 25.0 5.35 101.9 · ] Non-Plastic B 1 I-3B 15.0 7.78 103.6 26 B 11-4B 20.0 2.99 95.3 I No.-PlasHc COBBLES gILT O~ C~Y ~.S. ~ ~ ~ ~S U.S. ~TA~D SI~ NO. ~0~ 3 3/4 3/8 4 10 20 40 so 140 200 m 60 ~' 40 Z Z ~ 40 60 ~ 20 , ,~ 80 100. DEPTH BORING (ft) ~J~ ~lj DESCRIPTION ,~,,-~,~ ,o.o :~ g s~o~ ~ ~> Dantes and Moore ~an~i][e . T;ze E~e~TeoR~otog~I GRAIN' SIZE Bakersfield COT33 o~a t~o~z D ISTRI B UTI 0 Figure No. [ ':~.- uNtIED SOIL CLASSLFICATION ,, ', COBBLES GP.4VEL SAND SILT OR CLAY 3 3/4 3/8 4 I0 20 40 80 140 ZOO 100 ~; "~-'~'k, 0 80 ~ 20 60 40 40 ~ 60 (~ ' .- 20 I ~ 80 G~AIN SIZE IN MILLIMETER DEPTH SYMBOL BORING (It) ~ ~I) DESCRIPTION 0 81-58 25.0 POORLY-GRADED SAND WITH SILT (SP-SM) Dames and Moore GRAIN SiZE Manville The Earth Technology DISTRIBUTION Bekersfield C07'po'c~t~,o7% Figure No. 2 :~ ,- UNEFIED SOIL CLASS[FICATION ,, ', COBBLES GRA VEL SAND SiLT OR CL.4 Y U.S. SIEWE ~ IN INCHES U.S. STANDARD SIEVE No. HYDROMETER 3 3/4 3/8 4 10 20 40 60 140 200 80 ~ 20 m 60 40 40 gO Z 0 100 GRAIN SiZE ~ MILLIME~R DEPTH SYMBOL BOR]N'G eft) ~ ~]3 DESCRIPTION o ~z-~B ~.o ~ ~ S~DY s,~ c~ <CL-~> Dames and Moore Manville The Eerth Techrtology GRAIN SIZE DISTRIBUTION Bakersfield COT~OO3"OL~'~07I- Figure No. 3 UNIFIED SOIL CLASSIFICATION COBBLES GRA VEL I SAND SiLT OR CIA Y co.s~ I ~N~ C~ '~mU~ I U.S. ~ ~ ~ ~S . U.S. ST~ARD SI~ No. H~ROMET~ 3 3/4 3/8 4 10 20 4O 8O 140 20O 100 ~ ---~ 0 80 20 m 60 40 4o so gO 80 100 . I,,,, , , , , t'"2' ' ' ' ' I'~'' '' ' 1'''' ' ' ' ~ ' [' % 10a 10~ 10 1 10-' 1~e 1~a GRAIN SIZE ~ ~IL~ETER DEPTH SYMBOL ~OR~NG (ft) ~ ~I) DESCRIPTION 0 B¢-SB 2,5.0 WF'LL-GRADED SAND WITH SILT CSW-S~) Dames and Moore GRAIN SIZE M"nvUl. The Eertl% Technology .. DISTRIBUTION Bakersfield C07'3DO'I"G'7~'['07% Figure No. 4 COBBLES. $iL O~ C~ Y U~S. ~ ~ ~ ~ES U.S. STANDARD Sl~ No. H~ROMET~ s 3/4 3/8 4 io 2o 4o 8o 14o zoo 100 , ~ 0 80 20 ~ so 40 ~ 4o ~~ so ~ GRAIN SIZE ~ MILLIME~R DEPTH SYMBOL BO~ING (ft) ~ ~% DESCriPTION 0 B11-38 15.0 26 6 SlL~-C~Y~ G~VEL ('GM-GC) Dames and Moore ~anvme The Earth Technology GRAIN SIZE DISTRIBUTION Bakersfield COT~303'~iOT~ Figure No. 5 UNIFIED SOIL CLASSIFICATION COBBLES GRAVEL SAND SILT OR CLAY U.S. Sl~ SIZE IN INCHES U.S. STANDARD SIEVE No. HYDROMETER 3 ' 3/4 3~a 4 ~0 20 40 ~0 [40:200 100 $ ~,~ 0 80 20 ~-, ( m 60 Z : Z 40 ; 60 Z _20 ' 80 ~., lO~ lO~ 10 1 GRiN SIZE . DEPTH~ P] ~BOL BORING (ft) (~) DESCRIP~ON 0 811-48 20.0 POORLY-G~DED S~D W:~ S~LT (SR-S~) Danaes and Moore ~anvme T;~e Eer~;z Tecf%z~ogopp GRAIN SIZE DISTRIBUTION Bakersfield COT3OO~G,~O?% Figure No. 6 CHAIN OF CUSTODY RECORD; GENERATOR INFORMATION SAMPLE INFORMATION t '.'i /' '" .' No. DEPTH TYPE DATE TIME Facility . .. ,.~/_, ,, ,~. i-z,,~ ~. '-/.', t_ , :.'.'.,., _ COLLECTOR INFORMATION V by ~ ~ / Collected .,~--.* ..-..,~ ,'. ~ .4 Telephone (**~') ~e7 -. ~7 Suspected Waste Constituents · Field Conditions/Remarks · - SAMPLE ALLOCATION .,..:~-.. Name _z~/~ ~',__- ¢ sample received intact Address ? ~' ~// ~-.-' ~/.,~ ,-,,~' ~"~ sample received damaged or missing /, ~. (describe on back) .... Telephone ( "7/~ ) d_ZH~ - ~¢' I/ (Signature) (Date) CHAIN OF POSSESSION Relinquished by: Date Time Received by: Date Time (Signatu?e) (Signature) : .- 1, . .... .'.-,. -/ ...:~:.-- ,, .."~zt, s~ _ .. ~' /''' 2.--'2~-.,'; ?;.'¢'/>'/~.: '~'~'.:'~-" '" "' '.; ~-lc, /~' ,::... 3. 4. Distribution White-w/shipment-for consignee files Pink-with report Blue.w/shipment-forward to Dames & Moore Goldenrod-Dames & Moore - Job File Attn: ,'" ~- ." ' -- ,, . .... ...:.~." Dames & Moore ·. Formerly February 26, 1990 1220 .-\vcni,la \,'a.-,', Mr. Allen Harrison Camarillo, Industrial Engineering Manager (805) 388-3775 Gravure Operations (805) Manville Forest Products 1000 Jonesboro Highway West Monroe, Louisiana 71294-0488 -- Re: UST Closure Report, Bakersfield Facility Dear Mr. Harrison: EnclOsed please find the Underground Storage Tank Closure Report for your facility located at 5801 District Boulevard, Bakersfield, California. A report detailing the installation of the aboveground tanks will be submitted upon completion of all system testing. If yOu should have any questions or request further information, please contact the undersigned . at (805) 388-3775. We look forward to working with you to meet this and any of your. environmental needs. Sincerely, ,,' / Project/Manager '~,- ~'~'.,~ , . , ' J t/ "-~" ' t ", ('" I '-~ ' Joseph S.·Lewis, Jr. Vice President, Western Region BDB:JSL/bhm Enclosure Reference No.: 325007 cc: Mr. Ira Henderson (w/enclosure) Manville Forest Products Bakersfield, CA Ms. Laurel Funk (w/enclosure) Kern County Environmental Health DePt. Bakersfield, CA UNDERGROUND STORAGE TANK CLOSURE! REPORT ENSR~Document No. 325'007 February 1990 Prepared for MANVILLE FOREST PRODUCTS Bakersfield, California ~ENSR Constructors 1220 Avenida Acaso Camarillo, California 93012 TABLE oF CONTENTS Paqe 1.0 INTRODUCTION 1 2.0 SCOPE OF WORK 2 2.1 Permits and Notification 2 2.2 Tank Removal 2 2.3 Rinsate Disposal 3 2.4 Tank DisPosal 3 2.5 Laboratory Analyses 3 2.6 Backfilling and ~Compaction 3 2.7 Resurfacing 8 3.0 CONCLUSIONS , 9 4.0 REGULATORY COMPLIANCE · 10 APPENDIX A- TANK REMOVAL PERMITS APPENDIX B- HAZARDOUS WASTE MANIFEST & TANK DISPOSAL CERTIFICATES APPENDIX C- LABORATORY ANALYTICAL REPORTS & CHAIN OF CUSTODIES APPENDIX D- CERTIFIED COMPACTION REPORTS 1. INTRODUCTION ENSR' Constructors (ENSR), California Contractors License 537220, conducted the removal Of seven (7) underground storage tanks (USTs), located at 5801 'District Boulevard, Bakersfield, California. The tanks are listed below: TANK NUMBER CONSTRUCTION CAPACITIES CONTENTS 1 STEEL 20,00q GAL DIESEL 2 STEEL 10,000 GAL SOLVENT* 3 STEEL 10,000 GAL SOLVENT* 4 STEEL 15,000 GAL EXTENDER** 5 STEEL 4,000 GAL WASTE SOLVENT & EXTENDER *** 6 STEEL 4,000 GAL CAUSTIC WASTE '& WATER (NaOH) 7 STEEL 2.,000 GAL GLUE WASH WATER * CONTAINED TOLUENE, ETHYL ACETATE, AND ETHYL ALCOHOL ** IN ADDITION, CONTAINED DIBUTYL PHTHALATE AND ISOPROPYL .ALCOHOL *** IN ADDITION, CONTAINED INK PIGMENTS All work was conducted in accordance with the present Kern County Health Department (KCHD), guidelines for removal of USTs. 2.0 SCOPE~OF WORK ENSR implemented the removal of the USTs as described in the following sections. The complete tank removal project was completed in a short time period in order to minimize the impact to facility operations. 2.1 Permits and Notification Prior to the removal ~f the USTs, ENSR obtained permits for tank closure from the KCHD and the City of Bakersfield Fire Department. A representative from each agency witnessed the tank removals. 2.2 Tank Removal ENSR initiated the tank removal on January ,8, 1990, by excavating and exposing the USTs. All connections to the tanks were severed and plugged. Tanks 1, 6, and 7 were then hydrowashed and'-inerted with dry ice. After obtaining MFP's and KCHD's approval to forego washing of tanks 2, 3, 4, and 5, ENSR inerted the tanks with dry ice. The lower explosive limit (LEL), was monitored by KCHD using a .combustible gas/oxygen meter to verify that nonexplosive atmospheres existed within ~he tanks and the tanks were then removed. The removal of associated underground piping'was limited to the tank excavation areas. ENSR removed to grade and plugged all aboveground piping'with the exception of the vent and product piping used in conjunction with the aboveground tank installation. Once the tanks were removed, ENSR had a laboratory technician collect soil samples from the excavation areas under the direction of the Inspector from the KCHD. Grab samples were obtained as indicated in Figure I, Required Sampling, and placed in brass sleeves,.sealed with teflon caps, labeled, entered into chain-of- custody procedures, packed on ice, and ~delivered to a State ?cert~fied hazardous waste testing laboratory for analysis on a ~normal turn-around time basis. 2.3 Rinsate Disposal The sludge and rinsate generated during tank washing procedures were transported by a licensed hazardous waste hauler to state permitted recycling and disposal facilities for disposal. Uniform Hazardous Waste Manifests were completed for the transportation and disposal of all hazardous waste generated and are included in Appendix A. 2.4 Tank Disposal Tanks 1, 6, and 7 were transported to a local metal recycling facility for proper disposal. Destruction Certificates are provided in Appendix A. Tanks 2, 3, 4, and 5 were transported by a licensed hazardous waste hauler to Crosby and OvertoP, Inc. for cleaning a.nd disposal. The Uniform HaZardous Waste M~nifests were completed 'for the transportation and disposal of the tanks and are included in Appendix A. 2.5 Laboratory Analyses ENSR had the laboratory analyze 44 soil samples for the constituents as indicated in the following tables. The analyses methods are indicated in the copies of the analytical reports from the laboratory in Appendix C. 2.6 Backfilling and Compaction ENSR backfilled and compactedthe excavations upon completion of sampling activities. The excavations were backfilled in 12 to 18-inch lifts to obtain a 90 percent relative density. The results of compaction tests provided by a Geotechnicai Engineering firm for the compaction of excavations under ~Tanks 2 through 6 are ~AJ~pI ~' 1.OCATION MAtO/IU~ F,P. M~kNV1LIZ lr.P L J ~MN B~G M~ ~U~G SP-eD pH. ~L ENO~ NO~ S~ AT 2'4 8' I SOIL SAMPLE ANALYSIS RESULTS concentrations in pgm Oil & TPH-Diesel Arsenic Chromium Copper Lea~ Zinc DH Grease Phenols Tank 1 lA-2 35,000 ................ lA-6 24,000 ................ lB-2 130,000 -- · .............. lB-6 80,000 .... ............ 1C~2 62,000 ................. 1C-6 180,000 ................ 1D-2 ND 1D-6 ND Tank 6 6A-2 -- ND ND 13 9 ND 7.1 730 -- 6B-2 -- 5 ND 16 16 ND 8.1 660 -- 6C-2 -- ND ND 12 8 ND 8.7 720 -- 6D-2 -- ND ND 14' 8 ND 7.1 710 -- ~6D-6 -- 7 ND 0.14 8 ND 6.2 660 -- Tank 7 7A-2 ........ . .... 7.4 720~ ND 7A-6 ............ 7.9 700.J ND 7B-2 ............ 9.0 680~ ND 7B-6 ............ 8.8 640J ND 7C-2 ~ ........... 8.3 620 ND 7C-6 ............. 8.3 580J ND 7D-2 ............ 7.0 490q ND 7D-6 ............ SOIL' SAMPLE A~ALYSIS ~ESULTS (Cont'd) Coacentrations in ppm Eth¥! Ethyl Ethyl OH ~her Ethanol MEK MIBK Acetate 2-Propanol Lead Benzene Tolue~ Xylene Ben=ene Tank 2 % 2A-2 -- ND ND ND ND ND ND -- ND ND ND ND £/~,' 2A-6 -- ND ND ND ND ND ND -- ND ND ND ND 2B-2 -- ND ND ND ND ND ND -- ND ND 43 ND 28-6 -- ND ND ND 'ND ND ND -- ND ND ND ND Tank 3 3A-2 -- ND ND ~5 ND ND ND -- ND 0.043 0.051 ' ND 3A-6 .-- ND ND 15 ND ND ND -- ND 0.020 ND ND 38-2 -- ND ND ND ND ND ND -- ND ND ND ND '38-6 -- ND ND ND ND ND ND -- 'ND ND ND ND Tanks 3 & 4 3,4 A-2 7.7 ND. ND ND ND ND ND 9 ND ND ND ND 3,4 A-6 ' 7 ND ND ND ND ND ND 8 ND ND ND ND 3,4 B-2 8.5 ND ND ND ND ND ~D 8 ND ND ~ND · ND ~,4 8-6 7.8. ND ND · ND ND ND ND 6 ND ND ND ND Tanks 4 & 5 4,5 A-2 5.2 ND ND .~ .~. ND ND ~ND 8 ND 3.100 6.500 4.400 4,5 A-6 5.3 ND ND 44 ~ ND NO 23 6 ND 0.061 0.020 0.!50 4,5 B-2 8.0 ND ND ~12 i ND ND ND 8 ND 0.032 0.038 0.~90 4,5 S-6 7.5 ND ND ~O~_=. ' ND ND ND . 8 ND O.500 0.700 ~.000 SOIL SAMPLE A~ALYSIS RESULTS (Cont'd) Concentrations in ppm Ethyl Ethyl Ethyl R.~ Ether ~t~ano~ ~:K ~ Acetate ~-Propanol Lead Benzene Tolu~n9 X¥1ene Benzene Tank 5 5A-2 7.4 ND ND ND ND ND ND 9 ND ND ND ND 5A-6 6.8 ND ND ND ND ND ND 8 ND 0.014 0.066 ND 5B-2 7.8 ND 'ND ND ND. ND ND 9 ND ND ND ND 5B-~ 7.8 ND ND ND ' ND ND ND 8 ND ND ND ND Tank i !~-6 ................ 0.0062 0.040 0.220 ND !C-6 ................ 0.100 2.900 3.000 1.200 1D-2 ................ ND ND ND ND ~preSented in Appendix D. MFP did not3 require compacticn certification for Tanks 1 and 7. The undermining of the concrete slab adjacent to Tank 5 was remedied by backfilling, compacting, and pressure grouting with a concrete slurry.. ENSR corrected the undermining of the asphalt adjacent to Tank 6 by cutting out the impacted areas, backfilling with asphalt, compacting, and resurfacing. 2.7 Resurfacing After backfilling and compaction, ENSR resurfaced Tank Excavation areas to match the existing. Three-i~ch asphalt was used in the area of Tanks 2 through 5 and a 6-inch concrete slab was installed over the area of Tank 6. 3. CONCLUSIONS ENSR provides the following recommendations and conclusions based upon the observations made and' the data accumulated during the tank removal project according to each tank. 3.1 Tank 1 During the excavation and removal of Tank 1, ENSR detected diesel odors and observed some staining of the, soil. Soil sample analyses results indicate that the soil may be contaminated. 3.2 Tanks 2 through 5 During the excavation and removal of Tanks 2 through 5, ENSR detected m~nor odors and somestaining of the soil adjacent to Tank 4. The soil sample analyses results indicated the presence of MEK adjacent to Tanks 4 and 5. 3.3 Tank 6 and 7 ENSR observed no indications of contaminatlion when excavating Tanks 6 and 7. Soil' sample analyses results indicate minor Concentrations of oil and grease. Since the analytical results are similar for samples obtained at locations approximately 500 feet apart, EN, SR concludes that the results are indicative of background levels and dot represent releases from the tanks or asossiated piping. ~3 '~,~ 4. .REGULATORY COMPLIANCE Pursuant to requirements of the contractor as stated in the closure permit, ENSR has submitted a copy of this report to the KCHD with all supporting documentation. APPENDIX A TANK REMOVAL PERMITS GARY J. WICKS ~ -- . ''~ 2700 U Sit.el, Sulle 30~ '~Agency O~'rector Baker,fl~ld. CA 93301 (805) 861-3502 . .c~$;~.~..>...~ Telephone (805) 861-3838 · ;;r,/,"~A' ~.~: Telecopler (805) 861-3429. STEVE; McCALLEY . ,~!::" "*'.: ,. -'~ ot,,¢t,,, RESOURCE'DEPART~.;~.?'~i" '.ENTMENTAL AGENCY .. PERMIT FOR PERMANENT~ . PERMIT NUMBER A 1092-31 OF UNDERGROUND IiAZARDOUS SUBSTANCES STORAGE FACILITY FACILITY NAME/ADDRESS: OWNER(S) NAME/ADDRESS: CONTRACTOR: Manville'Forest Products Manville Forest Products ENSR Constructors 5801 Distri'ct Blvd. 5801 District Blvd. 1220 Avenida Acaso Bakersfield, CA Bakersfield, CA Camarrillo, CA .93010 License #537220 Phone: (805) 398-3445 Phone: (805) 388-3775 PERMIT FOR CLOSURE OF PERMIT EXPIRES April 4, 1990 7_ TANK(S) AT ABOVE APPROVAL DATE' :,". January 4, 1990 Turonda R. Crumpler, R.~.H.S. Hazardous Materials Specialist ..................................................................................... POST ON PREMISES ......... ~.... ........... ; .................................................. CONDITIONS AS FOLLOWS: 1. Il is the responsibility ~ the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work. (I.e., City Fire and Building Departments) 2. Permlttee must .notify the Hazardous Malerials Mana~emenl Program at (805) 861-3636 two working days prior, Io tank removal or abandonment in place to arrange for required inspections(s). 3. Tank closure activities must be per Kern County Environmenlal Health and Fire Department !approved methods aa described in Handbook UT- 30. 4. It is the contractor's responsibility to know and adhere to all applicable laws regarding the handling, transportalion or treatment of hazardous materials. The tank removal contractor must have a qualified company'employee on site supervising the tank removal. The employee must have tank removal experience prior to working unsupervised. 6. If any contraetom other than those listed on permit and permit application arc to be ulilized, prior approval must be granted by the specialist listed on the permit. Deviation from the submitted application is not allowed. 7. Soil Sampling: a. Tank size less than or equal to !,000 gallons - a minimum of two samples must be retrieved from beneath the center o( the tank at depths ol' approximalely two feet and six feet. b. Tank size greater than !,000 to I0,000 gallons - a minimum ~ four samples must be; retrieved one-third of the way in from Ibc'ends ~ each tank al depths of approximalely two feet and six feet. c. Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved .on-fourth of the way in from the ends of each tan~: and beneath the center of each tank at deplhs of approximately two feet and six feet. 8. Soil Sampling (piping area): A minimum c~' two samples must be retrieved at depths o( approximately two feet and six feet I'or every 15 linear feet of pipe run and under the dispenser area. PERM~IT FOR PERMANENT.~ PERMIT NUMBER A 1092-31 ~, )F UNDERGROUND IIAZARDOUS ADDENDUM ~UBS~ANCES STORAGE FACILITY 9. Soil Sample Analysis (Note: Must be performed by a state-certified lab): a. Ail soil samples retrieved from beneath gasoline (leaded/unleaded) tanks and appurtenances must be analyzed for benzene, toluene, xylene, and total petroleum hydrocarbons (for gasoline). b. *All soil samples retrieved from beneath diesel tanks and appurtenances must be analyzed for total petroleum hydrocarbons (for diesel) and benzene. c. All soil samples retrieved from beneath waste oil tanks and appurtenances must be analyzed for total organic halides, lead, oil and grease. ' d. Ail soil samples retrieved from beneath crude oil tanks and appurtenances must be,analyzed for oil and grease. ~ e. All soil samples retrieved from beneath tanks and appurtenances that contain solvent must be analyzed ! for xylene, toh,ene (ethanol, methyl isobntyl ketone~ Isopropanol ethyl acetate [Method 8015]). ' f. All soil'samples retrieved from beneath tanks and appurtenances that contain extender must be analyzed for (anhydrous ethyl alcohol, ethyl ac.etate, isopropyl alcohol-anhydrous [Method 8015]), toluene (dibutyl phthalate [oil & grease]). g. All soil samples retrieved from beneath tanks and appurtenances that contain waste solvent and extender must be analyzed for those chemical constituents listed In 9e andi9f, lead, ethyl benzene, xylene, and pH. h. All soil samples retrieved from beneath tanks and appurtenances that contain caustic waste and water (NAOH) must be analyzed for lead, chromium, copper, zinc, arsenic, pH, and oil and grease. i. All soil samples retrieved from beneath tanks and appurtenances that contain glue wash water must he analyzed for pH, phenol, and oil and grease. J. Ail soil samples retrieved from beneath tanks and appurtenances that contain unknown substances must be analyzed for a full, range of substances that may have.been stored within.-the tank. 10. The following timetable lists pre- and post-tank removal requirements: ACTIVITY DEADLINE Complete permlit application submitted to At least two weeks prior to closure Hazardous Materials Management Program Notification to in.qpector listed on pern~it of date Two working days and time of closure and soil ,sampling Transportation and tracking forms sent to Hazardous No later than 5 working days for transportatior. Materials Management Program. All hazardous wasle "and 14 working days for the tracking form after manifests must be signed by the receiver of the tank removal hazardous wasle Sample analysis to Hazardous Materials Management No later than 3 working days after completion o Program analysis I1. Purging/Inerting Condilions: a. Liquid shall be pumped from tank prior to purging such that less than 8 gallons of liquid remain in tank (CSH&SC 4 ! 700) b. Tank shall be purged through vent pipe discharging at least 10 feet above ground level. (CSH&SC 4170C c. No em~ission shall result in odors detectable at or beyond property line. (Rule 419) d. No em~ission shall endanl~er the health, safety, comfort of repose of any person. (CSH&SC 41700) e. Vent lines shall remain attached to tank until the inspector arrives to authorize removal. PERMIT FOR PER1V[ANENT'..~L,'~URE PERMIT NUMBER A i092-31 .,~ ~F UI~DER(~ROUND HAZARDOUS ADDENDUM SUBSTANCES STORAGE FACILITY RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS This department is responsible for enforcing the Kern County Ordinance Code, Division '8 and state regulations pertaining to underground storage.tanks.. Representatives from.this 'department respond to job sites during tank removals to ensure that the tanks are safe to remove/cloSe and that the overall job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify the interest~ and expectations for t~his department. 1. Job site safety is one of our primary concerns. Excavations are inherently dangerous. It is the contractor's responsibility .to know and abide by CAL-OSHA regulations. The job foreman is responsible for the crew and any subcontractors on the job. As a general rule workers are not permitted in improperly sloped excavat.ions or when unsafe conditions exist in the hole. Tools and equipment are to be used only for their designed function. For example, backhoe buckets are never substituted for ladders. 2/ Properly licensed contractors are assumed to understand the requirements of the permit issued. The job foreman is responsible for knowing and abiding by the conditions of the permit. Deviation from the permit conditions may result in a stop-work order. 3. Individual contractors will be held responsible for their'post-removal palperwork. Tracking forms, hazardous- waste manifests and analyses documentation is necessary for each site in order to close a case file or move it into mitigation. When contractors do not follow through on necessary paperwork, an unmanageable bacl~log of incomplete cases results. If this continues, processing time for completing new clo~ures will increase. oWI~ER OR AO~NT / DATE TRC:cd crum pier \ 1092-31 .pis BAKERSFIELD FIRE DEPARTMENT Rte PERMIT Pe,'mir No. In conformity with provisions of pertinent ordinances, codes and/or regulations, permission is hereby gronted to: Name of C~ to display, store, install, u~, o~rate, ~11 or handle materiais or pr~e~ involving or creating con- ditions deem~ hazardous to life or pro~ as follows: ant ordinances, c~es ~n¢or regulations shall void this ~rmit. APPENDIX B HAZARDOUS WASTE MANIFESTS & CERTIFICATES OF TANK DISPOSAL State of Calilornie---Haaith and Welfare Agency Oecanm, ent of Hea~th Service~ · .:" ' Form Approved OMB No. 2050~0039 (Expires 9-30-91) ..,-.'r ",~ - ~-- Toxic Su=stancea Control Divisio~ Please print or type. (Fo~ designed f~ use on elite (12.pitch' ~pe~t~). . ~ ~ Sacramento, Califorma - ... Ulllrv~]:~l I&IIE~OU =UATAD~H~~a]~ ii 1~. Generator's. · .. US ~A, ..iD No.~. ..~ ... I uocument- ManifeStNo . ' 2. Page 1 . ~ ~ ~. ~' WASTE MANIFEST I,-.1~;1~1,=1~,1, I=1~ I, I~1',~1 ,~-. I. I; !-~ J? "/' of~; I ia not requir, by Federal la.. 3. Generator*e Name and Mailing. Address . ~ '; ~ ' ,' ~' ,? f.. ,~ ;' ~ ' . .~. · .~ ~tate Manif~ D~um~ Numb~ ..... ...:........ ,. ,. .?:...::::. 3:3355 O 5. Transpolar ! Company Name ..';-' ' ; "' 8. ... ~ US EPA ID Number , ..'. 7.~o~ ~ ~pany Name. '.. .. 8. US ~PA~ ~uM~er .... E'- state Transpo~er's F. Transpo~aPhone ~ t':~, a'.','~ ~.. · . ' t ~:.~ ~. ~ ~ ~m. ~r: . . . "- ~ F.~,~,. ~..~., ~ ..- ........... · . · ¢ ~ T32~ Co~taine}a "13, Total 14. : , .' I. ' 11. US DOT Description (Including Proper Shipping Name, Hazard Ciasa, and ID Number) .' - '. · Quanti~ Un~ ' ';:.: Waste No. . . . .... '- No. Type Wt/Vol - '.;; · : ' ~ ' ' ~ ,'-,..::: .:..~, :.;..-.'. :,,.,.., .-::~ . ,'-: .... " .. ...:. . , . ;....-.,. - ' ""':;";::'~:"':' ' '"' ..... . .' ..... ' I ' I'I !- I' I I - '~;`' '""'"-' .... · ":' 3:..~,,. :':;: ' : ";;~"'~ "?'"'~" ' "' :'""'" "'"":' :'"' "'" "'"": ": ""' '" :"' '!" F I', I"1 I'! '~' ;~'~'~ '.~.~¢~..~,~ ;~.,; ~. ~~4~:.,¢. ~~,~ ~ }'~ I ~; 15. Spell Handling Instruaions and Additional Info.etlon. -. · - - -~ /'~ ~'. '::~ ;": ~ -'c~. "~: . ..; . ~, -, ?..: ...~.~ , ,~:':.:.~ :..~:.~:..-x~.:-.,~.. ;. ,, ... , '- .',': .'-... · . . . .... .:.~..~. ~..-..:... . ...... ... ,.~.~.:.~.:..~.:~ : -:..,..:--.-:.~....:~ ~: :_.: ;-.. ~ '?'.':~'.", .%.: .. ' " '.. .~ ',.-(,d',~.. ~' .. '..-='-: ,..' '.::- ~'~- - ~. · ....... ~- ~"5' '' " 16..,..~ '" .~ : .-' .. ....... .... ~....., .... . :-..,.. ;..:'?, .-..~. ~;': . '. ,.'...;.;::~,?.~::.f. -. . .:'... ..-~...- ,.,-..:., ' "GENERATOR'S CER~FICA~ON~ I hereby d~lm that the contents of thi~ consignment are ful~ and accurately described above by proper shipping name . '~: ' - ' and are classified, packed, ma~, and label~, and are in all resp~ in prop~ condition for transpo~ by highway according to applicable international and .: :- '"national government regulations;' ..~ ,.-.' ...:% '. . . ~ ..... If I am a large quant~ generaf~, I ce~i~ that I have a program in place to r~uce the volume and toxi~i~ of waste generated to the degree I have datelined ' to be economically practicable and that I have sele~ the predicable method of treatment, storage, or disposal cu~entfy available to me which minimizes'the present and future threat to human health and the environment; OR, if I am a small quanti~ generator, I have made a good faith effo~ to minimize my waste generation and sele~ the beat waste managem~t meth~ that ia available to me and that I can afford.. ~ r ': ' <.-'"c-~'..:?":.'?~.:.{~;~?;~~ ?".?:'-/;,r~': ". . ~ ' ~ ..,~...~ ~:~ '~...~r_,~,~,'~,~?:;,¥'~4,~c;:~. .. ~ ~ ~ . ;'~ ,.' · ; .' ~.,~,:. . . . . .. . T 17; Transpolar f Acknowledgement of R~eipt of Matedal~ . .~ .... "..t . . ;; -,.;.,: ~: .,~<. : Signature~,x-; ,. ."-"' Month Day Year - · -'~.' .... : .,~.' ~. ~, ::-;-~ . x .. ~' 18; Transpolar 2 Acknowledgement of Receipt el Materials ../ -~ ' . 4 ~ Printed/Typed Name: ...... . ~.:.,:.., . : E "'~: '~ '" ~ ; "' ~ ....... I~ I I I1 19. Discrepancy Indication ~pace .. A " C L: .-. . .... ..' . , ~ . I 20. Facil~y ~ner or Operalor Cemfication of receipt of hazardous materials covere~ by t~anifest except as noted in Item 19. T ~ PHS 8022 A (1. Do Not Wrife ~PA87~22 ' ' :'" ' ':., GREEN: HAULER RETAINS Stsia of Calitomia-.-Healtl~nd Welfare Agency · '" . . . . Del3sr~ment o! Healt~ ~e~cea FO~ Approved OMB NO, ~5~39 (Expires 9-~-91) . ~ - Toxic Substances Control Division Please print or type. (Fo~ designed f~ use on elite (12.pitch typeset). , ': ~' .. ,. . Sacramento, Califorma ' Document No. Info~ati~ in the ~haded area~ ,; '~'WASTE MANIFEST ": C'I~'~t ~1~I} I~'1'!171~1~(I~ ' I':l<"l~li I' t.o~.~-- 3; Generat~'s.Name and .Mailing A~dresa ... 2._ .... . , .,: . ... . - A: State MIn~e~ O~t N~,~.~ .~. '. ~. 14~'Generat0r'sPh0ne(~)~.'~:~;~ ~ ~:::.[";;~".... '" :::'..:._.-~."...~ ...:..' ...- ~ . O 5;.Transpoder 1 Company Name. ;(~;'-:~:: [~:~..}..:~'::'..-"- ' ~. ..' ,:'z'.~- US EPA ID Number. ..~./ ~ state~[an.,-,~ ": I'll ........................ .~ ~. Transpolar 2 Company Name..~. ,.:::.~"~: .... . ~-.. 8. . US EPA ID Number '- [ state Tr~ o ~ Designated Facility Name a,~,, Addres, .~ · . 10. US EPA lO Number G; State Facili~'~,O.~:;...~?~?:..:..:'~'?.?.. " .... ' ~'~'~' I~;~ i?~ I?I~"F '-' ~7~:~:~ [.. '~ ' .' . . .. ....- -. · . . . 12. Containers -' 13. Total" . 14. ~';.',.~:.~' :-..~'. I.~.: ~: ::~',.' .. " :~ 11~ US DOT Description (Including Proper Shipping Name,' ~rd Class, a~ ID Number) - .. Quentin:'.: Un~ ,~::~,~ Waile No;~?~ .~. . . .. .. ' No. , Type '.. ~'~:.~. (i~ ~.~.~ ~) ',~ ~.,~.' ~.r=c~. ('..~= ,,~ ~ ~ . ~::'v' ~u'' I · ' : ~'~ '~-~ ~;~,.~ .'",~P,.-t~'~-~.~4~' ." ' ~'1 It ~1 I :-'E:' lb. ..~..'-.' · '," '"'~ -."~:-' .' . " . ,. : - . ': '- - ": ~ ."-.[.' . ~""~' ~'.'O':' :~ T"-- I ..... I I' 'i': ;':'i:~" ~'~ i -.'.=~' '~:~.~A/~'':¥¥~:~:"L:""... '-.~.~,,~. ....... -~,.~ ...... -.."' ' '":~.";:?::~::-; ': '.'.:"?" -' ' ? "" :'- ""'::~ '"' ~: "" '.'"' '""" '"'" ':'- ' ' I. I: I' ~ . :".. -::;.'~.: .... .':' ':. .~ .=-.. ." ." .'"' ....... '.~.-. . .'.: --~..~ -. . . .::.: . ~ . , ='".... ' '"' :': "'" :'~':'"'"' :' - '" ~':':~' ' ' ' 'fl' ~. : ~ '.::.:",' :..,':~'.. :~':-'. .:,. . ;.: .:..-._,.~:~: ..... ..:..-:.,. ~! .. " " '.'~" :-"" ~' '- " ~ :' -~ '. ':'- ' ~ - -" · :~ ' ' ' ~ '. - ~' '~ '-.~ ~'~':':~"~: ..~" ' ~T~', .. . ~ . ~ ~ . ....~ ~....- ~: . .. ~.. ., ~. . : ..... .~.. ~ .-~-..?. .~.~.- ~. =-~;., .) - .. .: 16.','="~. · · . .... ' "' ~'" ~-~ ..... ~" ' -<~' ' -- : :~''':' ".'.~' · '"" ' : '~""- ~;---'"'~?-'~'~<' h"~'~:' ' ~.: ":~- ' " -:~ ~ . ' '~ D .~ .. . · . . . . . . ~;.. .... .?~ . . . .~. ~ . . ,.. ~ .-. - . ...-~. , .........:<~.-: .-~ ..- . , ., . ~' " ~(.: ;" GENERATOR'S CER~FICA~ON= hereby d~lare that the contents of th s consignment are fulN and accurate~ des~b~ a~ove by pro,er shipping name' ~ ~, ~."and are c asa f ed sacked ma~ed and labe ~ and are in all reapers n proper cond tion fo~ trans~o~ by highway according to a~plicable international and'. (' - natona governmentreguatona ' ' .-' -' . .: " ' · · ~' . .. - "· <: ' .'~,:".~-Y~ ~ : If I'am a large quanti~ generator, I ce~i~ that I have a ~r~ram in place to r~uce the volume'and toxi~i~ of waste g~erat~.to the degree I have dete~in~ .: ~ to be economically practicable and that I have sel~ the predicable method of treatment, storage, ~ disposal cu~ent~ availab~ to me whi~ minimizes the .. present and future threat to human health an~ the environment; 0~, if I am a small quanti~ generator. I have made a good faith effo~ to m~nimize my waste ~ :' ~' '... generation and sel~ the best waste managem~ meth~ that is available to me and that I can afford. ' . ~::..: . .~:'~.:...: :. ~ .... '~ - ' ~'" ~- Printed/TypedName. · ...',,~: ~.'.' ~ .......... -. .. , ~. Signature-. '~..~ , ~- :' .- : Month:l Day Year . . -' '~.-'~2' ':~ '~' ..:':",~..,~'~":'~:..: ". ~.....-' ' . : " '" ~'';:'' '~ ";~;';"~'~:'~'~'~:'~ T 17. Transpolar 1 Acknowledgement of Receipt ol Materials . . R · ~ 'A Printed/Typed Name- "':" · ...... I Signature .,. · Mont~ Day Year ' '~- '"' ' -~ ..~.:? F:~" '~ ' :'" ' ":' ~':' ' " ....... ' '~ '"":~"~ ~'~ :.' ':?'~':'~" .... '"~ I' t~1' I I~1' S ,'.' ... ~. ~... · ~'~..~. = '~.= .... ~ . ~ ~ ~ 18. Transpolar 2 Acknowledgement of ~eceipt of Matedaie ~ ~ ~,..,.,,*,,.,,.m.. _. . .,. S~..,.,. · ~.. ~..:.:~: ,.. .. ~ E ". .' ' ' ' ':~:' ' " -' ' "' ' ' ' ' ' -" ' !1 II I I 19. D.i~ctepancy Indication Space C .. . .~. . .. ,, , ' · .. ..... ,: .'. ..:~ ':' ..",".'. ..".~:.. · ' : ':.... '- L~ ..7. -' ~' :' '- "-~"'' .... : '~. ':'' ~' I 20. Facilily Owlet or ~alor Cedificatio~ of r~elpt ol haza~doul materiall co~ered by~ife~l except al noted in Ite~ 19: · ~ T ' .. . /_ . , ~' ~S ~22 A (1/88) DO Nor W~fe I~1 i5 Line ' .- i EPA 87~22 . '~ ~ "' '. ' (Rev. 9-88) Previous editions are ob,olete. ' .~. GREEN= HAULER i~' Slate of California--Health and Welfare Agency -- Form Approved OMB No. 2050---0039 (Expires 9-30-91) Oepartment of Health Service : · Tox,c Substances Control Diws~c : Please print or type. (Form designed fo~ use on elite (12-pitch typewriter). Sacramento, Caliform ' '". UNIFORM HAZARDOUS t. Generator's US EPA ID NO. Manifest 2. Page i . .- WASTE MANIFEST· ' Docume,t No. Information in the shaded areas ! :: '~ - is not required by Federal law. ' 3. Generator's Name and Mailing Address 5. Transpo~er I Company Nam~ ,'. ~ ' ' : ' 6.' US EPA iD Number D. Transpo~s ~hone'v 2 Name - 8. US EPA ID Number ~ State : 9. Designated Facility Name and Site Address 10. US EPA ID Number ~ State Facili~'a ID .'/.:. ::~ . . . · : I ..~ Description Shipping Name, Hazard and ID Number) ,. .... Ouanti~ '~.~:::~ W.ste No. A~dilionnl De.plies l~ Msterisll 15. Special Handling Instru~iona and Additional Info~ati~ · - . GENERATOR'S CER~FICA~o.: I hereby d~taTM th.i'th* ~t'~t~ ot lh~"' consignment ar* ful~ an~a;ateN d~sc~b~ a~Ve'~y~;0per shipping name and are classified, packed, ma~ed, and label~, and are in .11 resp~s in proper coati,ion for transp~by highway according to applicable international and · national government regulations. . . If I am · large quanti~ generate, I ce~i~ that I have · Program in place to ~educe the volume and toxic~ of waste generat~ to the degree I have datelined to be economically practtcaOle and thai I have sele~ the pra~i~ble meth~ of treatment, storage, ~ldispos~ cuff~tN availab~ to me which minimizes the . - present and future threat to human health and the environing; ~. if I am a small quanti~ generate. I have made a g~ faith eff~ to minimize my waste . generation and sele~ ~e beat waste manag~e~ melh~ that is avai~ble to me and that I can afford.? · ~- ': .- ....- ?, .. -;-.~.'/.';-: .... Printed/Typed Name . " ' ' II Signature4 '.~1~:~ · Month Oay Year Printed/Typed Name J Signature -' · .. Month Day Y~lr 20. Facility Owner nlor O~ificalion of receigl of hnzar~ou, ma~iat, covere~manifent in ~em Prinle~ / Type~ Name ~ M~th Day Year PA 87~22 DO Not Writ ' tev. 9-~) Previous editions are obsolete. aiifornia.Health and Welfare Agency Cel~ar~,menl :l ,~ea~h Ser~'~Css ,MB NO.' 2050--0039 (Expires 9-30-91 ) 'Tex~c Sut:st an¢.-*'~ P ~ntrm~ v~sion Ple~ or type. (Form designed for use on elite (12-pitch typewriter).' Sacrsmenlo, Cahforma '3. Generator's Name and Mailing A~reaa A. State Man~s~D~u~en~N~mb~O . 4. Generato,'s Phone (. :; ~ ) ~ ~ · j¥ ..~ ';?'~ }' 5. Transpo.er 1 Company Name 6. US EPA ID Number C. State Transpo. er'a ID. · gO ~ ~ ~ ~z .~. · - -- 7. Transpo~er 2 Company Name 8. US EPA ID Number · E. State Transoo~'a IO.~...~-': ~:.~.- .-~.~ ~7..~ I'I 1 f I I I I ! ! I I ~. ~. Designated Facility Name and Site Address 10. . US EPA ID Number G. State Facili~'s ID , .-., -. . .:.. ,.m:_:'F~--- ~'"'~'~-.' ~ I"'1 I I I I I I I I I I ~,,~. .~; x -,,... ,.,.---..,~' i~I1~t¢1i l:~ 111'~!~'1~ '71,~. . .. [~(.0 ~,t.d'(-- ~q . 'i v -, / / ~" ; 12. Con{ainer~ 13. Totil 14. 1. 1, US DOT Description (Inc udmg Proper Shlpp ng Name, H~zard Class, and ID Number) No. Type WI/Vol State .. G ~Al~her ' State .. N A ~A/~h~ ~ · T o. I I !. I I I I '" · '" R C. State . ~ . ! I I I I I ! -'-"...: d. State · ~ -. ~A/~h~ ~.. . .. ~ :' I"1 I I'1 ! I '-" ,l' J. Add~ional Des~tions f~ Matedal~. Listed Able · · .,. -.. ~'] ~ ,. ~5;.. [.~j ~ ~ Hanal~Codes f~ We~ea Liat~ .... Above , :..::... .... -' - ' ....[ ~ d. . . ?,- ....2' .,. ...... ' - ~ 15. S~at Handling ~lnatru~iona and Additional Information j GENE~TOA'5 CE~IFIC~OH= I hereby d~lare that the contents of lhia consignment are ful~ and accurately describ~ above by pro~er ship¢ing name ~ and are clasaified, packed, ma~ed, and labele~, and are in all resp~s in proper condition for transpo~ by highway according to a~plicable international and i ~ ~ational government regulations. If I am a large qui~t~ generator, I ce~i~ that I have a program in place to r~uce the volume and toxicity of waste generated to the degree I have determin~ ) to.be economically practicable aha that I have selectee the practicable method of treatment, storage, or disposal cu~ent~ available to me which minimizes the present and future threat to human health and the environment; OR, if I am a small quantity generator. I~have made a good faith effod to minimize my waste ~ ' generation and sele~ the best waste management meth~ that is available to me an~ that I can afford. ~ PrintedlType~ Name -. ~ [ Signature . /. Mont~ ' Day Year 5 ~" ' Z:':d,,~ .~/~:.vj')~.~I ~-~ ,.=.~".;..~:-.~,--~, I.~ II ICl ~1'71o ~, T 17. Transpolar 1 Acknowledgement of Receipt of Materials R ~ Sign,f~ ..... ~ / MonthDayYear A ' '~rinted / Type~ Name ~ ~ s ~r.:~,p ~'~,/~ ~.~,~,. ~ ..... ../..~ ' I~l/IdE~~ ~ ~ 18. Transp'o~er 2 Acknowledgement of Receipt of ~atenala ~ -' ' ~ ~ I Printed/Typed Name ~ Signatur~..~ ~ ~.. Month Day Year 19. Diacrepan~ Indication Space . . ~:...~ ( ~: . ~ ~ . ..:.. ,:', [' '~'.-- , .' ~ I ~ ~ ~;, ,. '.~.. -..... ~' V'' : C .'.t/ ...:...:... . . , F ~....f ( ; ~, ~ ~-.~, ~ '%.- '..'- ~':.1 ¢ . ', -. , .... '. .... ,- .:.' , - ,'.,:_. L 20. Facility Owner or ~erator Ceflification of receipt of hazardous materials covered by this manifest exc2pt as noteO in Item 19. . T { Signature ' t MonI& DTy y Printe~lTypeO Name ) ~' "/] :,'" . , j' /.. t DH$ 8022 A (1/88) Do Not Write ~low This Line ' - {: EPA 87~22 (Rev. 9-~) Previous editions are obsolete. GREEN: HAULER RETAINS WASTE. MANIFEST' * I"V-"I '! I'l'l!!;!~l/I"' I I I I .',;,~.~l~Ic' ~?* ;', :. ~ ~".~.- ;' UUIOq~O/ 4. Generator's Phon,(.";~ ) J ~':'' :Y,"-;"' I' I I' t · I/I :1 '.:'t '>'1': '1 "1 io~er 1 Company Name 6. US EPA ID Number C. Stele . lc~loI~ I I I ..... 7. Transpolar 2 Company Name 8. US' EPA ID Number ~ Stele Tran~go~ ID ' · 9. Oesignated, Facilit~ame~nd Site~ddres~ ~ ~ ,.. . ~U~PA 12. Containers 13. Total 14. L ~: 11. US DOT Description. (Including Proper Shipping Name. Hazard Class, and ID Number) ?1~N°'l [ Type Quanti~ .~t/v~Unit'i ~A/~herWaSte No. ~ ,.>F~-~' -N~'fi~"~ (~'~u~'-p~oS~) TiT i/i i lC ~A/~h~ .- ' "~' I I ! I I ~" ":':'~" ~ ' ' .. .' State ~ d.. ....' ' ' _ ~ . .. ~Al~h~ .,,..~u~,,~ ¢~'u,DGc.:.,.:~;.:,~ ..,':." :':~:':.7',. ~--'.. '' ' " ....... 15. Special Handling Ihatmctions an~ Adaitional Info~ation, - ." . ..- .._ = GENERATOR'S CER~FICA~ON: I hereby d~lare that'th$'cont~ta of this consignme~ are ful~ and accurately descfib~ above by propm shipping name and are classified, packed, me.ed, and label~, and are in all respects in proper condition for transpo~ ~by highway according to applicable international and national government regulations. If I am a large quant~ generator, I ce~i~ that I have a ~rogram in ~lace to reduce the volume and toxici~ of waste generated to the degree I have determined to be economically practicable and that I have sale. ed the oracticable method of treatment, storage, or;disposal cuffentN available to me whi~ minimizes the present and future threat to human health an~ the environment; OR, if I am a small quanti~ generator, I have made a good faith eff~ to minimize my waste generation and sele~ the beat waste management meth~ that ia available to me and that I can afford. Printe~/Typed Name · Signature . // _. :. f .. ~ .. Month Day Year ._-.,~,~,.. /;/~ - ~/-~,~.,~': ~.~ ': .... ~,../. 17. Transpolar 1 Acknowledgement of Receipt of Matedat~.' ' ', · .: / : · Month Day Yea~ 18. Transpolar 2 Acknowledgement of Receipt of Material. Printed/Typed Name [ Signature Month Day Year Facility Owner or Operator Ce~ification of receipt of hazardou~ materials covered by~ manifest except aa noted in ~em 19. OHS 8022 A (~/88) Do Not Write Below ~is Line EPA 87~22 ' (Rev. 9-88) Previous editions are obsolete. gREEN: HAULER RETAINS 3fate c! California--Health and Welfare Agency : Department of Health Serwcea . ~oved OMB No. 2050~0039 (Expires 9.30-91) 'i; i- . · *' Toxic Sub,,tancea Control Oivision -~l'eaae print~Or type.'. (Forr~ designed fo~ use on elite (12.Pitch typewritsr). .. ' · , Sacramento, California ............ ,~',;;~:~,a, UA~ARDOUS It. Generator's US EPA ID No. , Manifest.. ': ~. ,Page ry. Information in ihs shaded areas - 5. Transpolar 1 Company Name' ~. ' :;-- . . : 8. US EPA I~ ~umber-' ~?..:': ~ C; State Trane o~er'~ D -.?*~[J '~-*~ ~ ' 7. Transpolar 2 Company ~ame · 8. :. US EPA ID Number '~ ~. State.Tranaponer's I.D';.;~/".~.' . .. 9. Designated Fac ~ Name and Site Address' · , , 10. : ' US EPA ID Number . G. S~ate Facili~:s ID:- ~:~-;.~" ~. ~' _? ' .' .) . 1. US DOT Descripfl0~ (l~cluding Proper Shipping Name, Hazard Ciasa. a~d.. ID Number). -"" ~ No.'' : Type' ~.:~ "'' ~ :" Quentin. ~ wt/voliUna -;~".~:~ WesterN°:.... ~'..o . ~' .' ' GENERkTO~'~ CE~F CA~O~: I he~e~y decl~r~ that the contentl of th ! consignment are ful~ and accurate~ descri~ a~ove ~y prop~ sh~ing nsme ~ ... "' and ar~ classified, ~acked. ma~ed, and labeled and are in all red,aaa in pro~er con~ition for tta~l~o~' ~y highway according to a~plica~le inte~atio.al and f I am a large quanti~ generat~,~ ce~i~ that I have a pr~ram i~ pl~ce to reduce the volume and toxici~ ot waste generat~ to the degree 1 have datelined .. :. · to be economically practia~le' ind th.t Ihave selea~ the predicable method of treatment storage ot disposal C~et~ ava~a~le to me Sick minimizes the .: - ' Feaent and l~ure thre.t to human healt~ and the environment; 0~, it I im a small quant ~ generator, I have made a good faith e~o~ Io minimize my waste ~ 18: Transpolar 2 ~kno~gement of Receipt gl Mate~ala ~ : ~ . -,... ' .... . - ' ~ ' ~" Printed/Typed Name . . ~ignature · , · .. :. ~o~ ~a~ . ~ear 19. Discrepancy Indication Space .. . .. " ' ' ' :. I' 20. ~acility Owner orOperato~ Ce~ification of receipt of hazardous martials covered by t~ie manifest except a~ noted in Item lg. DHS 8022 ~ (1/88) DO Not Write ~low ~is Line · '"' EPA 87~22 (Rev. g-88) Previou~ ed/tion~ are obsolete. GREE~: HAULER ~ETA;~S ..... ~ GIBSON,.,, -,.OIL,.,.&' REFININGs. CO., INC. ' WEIGHT TAG NUMBER, '-'U 3300 TRUXTUN AVENUE, SUITE 200 ~ /'~/~:'/p/,x ~./. .: ..... BAKEB~ELD, CA. 93301 " ORIGIN: ./~?~'~ ~" - ~c~/.~ '. MANIFEST~ ,~- ~ ~ , DESTINATION: GIBSON OIL REFINERY COMMERCIAL DRIVE '. ~ INVOICE TO: · , BAKERSFIELD; CA. 93308 ~, PRICE: '" CARRIER ~ CARRIER R L~SE COMMODI~ [ ~ TEMP. GRAV: .~GALLONS/BBLS PM ~J PM W~UT LOADED FROM UNLOADED TO ........... GALLONS x';~ DEDUCT · ., BS&W% ... R R ~GNATURE - -- NET LOADER'S SIGNATURE ~- ..-' ..., .~... D.;IVE_'S .. ~'~ ... ~.; ':'~":~-' ,~. , ~.~ ~" BARRELS , ~ , .. ...... .., ;.':'.::.::.. .- ~ .-.. , ."~ RECBPT ~CKET RE~RKS Z ¢. ~. -., 41 60 ,.~ . .;' ....; ". ,~ ;. . , .,,.'.,.,..-;' . .... -..'.:.;;~. :~':: '-., .:,.:'.-' '.......~ ~. . . · , ~7oor~w., su..~ KERN COUNTY HEALTH DEPARTMENT HF_ALTHOFFICER ~" Baker=C~d, Cellfom=e 93305 ~n M ~, M.D. ' '~ Tele~one (~5) ~ 1-3636 EN~RONMENTAL H~ DIVISION I a~ ~' ~ ~~ DIRE~OR OF EN~NMENTAL IIEAL~ ~ . ~~ ~tnon ~ Re~ha~d Facility Name ~~ Kern County Permit a e UNDeRGROUnD ~ANK D]S~OS]~ZO~ 7RAC~ZNG RE'CO~ T~Ja ~ora Is to be ~eturnea to the Ke~ County ~ea]th Departaent ~ of acceptance of tank(s) by disposal or recycling facility. The holder of the per. It ~ith number noted above is responsible for insuring that this for~ is coapleted and returned. [ ctioa 1 - To be fllJed out ~ tank removal contractor: Tank Removal Contractor: .~F~r~ ~ ~ ~.~ Date Tanks Removed /- df-- ~C" No. F-orion 2 - To be f,illed out ~ contractor "decon~aminatln~.tank(s)~: Tank "Deconta.tnation' Contractor ~) ~ ~C' Authorized representative of contractor certifies by ;signJn8 below that tank(s) have' been decontaminated in accordance with ,Kern County Health Department requirements. Sl~atur~ ~ Ttt]e ; :tJo~ 3 -T~ be ~l]]ed out add at~ned ~ a~ authorized ,~ep~esentattve o~ ~h~ :. t~eat~ent, storaEe, or disposal fac]]]ty_accept~_t~a~k(s~: Date Tanks Received ~/~ /~ /~'-~-- No. Signature ~~~ ~~ Title (Authorized Representative) * * ~ILING INSTRUC{IONS: Fold in half and stap]e. JilECYCLING, INC..;,/ TANK DISPOSAL FORM 2202 South Milliken Avenue Date:._-~ ---,'~"Ah/- /.2. ,19p,~ Ontario, CA 91761 Job # (714) 98e-8000 .,, Re.# AOORESS: AOORESS: - 'D~$~mATION: A.M.~. 2202 S. Millik~ ~., O~tario, C~ 91761 TIME IN: ~ECIAL INSTRUCTIONS: TIME OUT: ~ Semices ,Rendered Cost ~ Oisposal Fee 2~.~ TANKS RECEIVED QTY. GALLONS TYPE NET T~S T~AL ~ Extensive ~ading Time 150.~ F' S' 2~" ~ ~ : .14 ~ Disposal Fee with ~rmit 3~.~ ~ O O .2~ 5~ O ~ , .24 ~ Fiberglass Tank Disposal Fee ~r Tank 4~.~ ~. ~2 ~K Q Q .44 .~ 1~.6ft. [3 ~ .61 Fiberglass Tank Delivered 2~.~ ~ ['~ Fj :87 ~ 2~ ~ [~ .97 2~ [~ [~ 1.14 ~ Boblail Oisoesal Fee 250.~ ::-~ 3~ 4~ ~ ~ 1.64 TOTAL GHARGES $ ~ 7~ 0 ~ 3.26 8~ E] ~ 3.44 ~ [J ~ 3.82 All fees incurred are per load unless specified, l~ 0 ~ 4.33 Terms are nel 30 days from dale of invoice. 12~ ~ ~ 4.g3 Conlractor's signature represents acceptance of terms for payment, and confirms that tank NO. OF TANKS TOTAL NET TONS removal complie~ with State laws. CONTRACToR's SIGNATURE 'F -- FIBERGLASS CERTIFICATE OF TANK DISPOSAL I DESTRUCTION THIS IS TO CERTIFY THE RECEI~ AND ACCE~ANCE OF THE TANK(S) AS SPECIFIED ABOVE. ALL MATERIALS SPECIFIED HAVE BEEN COMPLETELY DESTROYED FOR SCRAP PURPOSES ONLY. CONTRACTOR COPY ~.. ,zoo no.., s~., ..KERN COUNTY HEALTH DEPARTMENT .F_ALTHOFF~CER ~ ermfte~d, C~llfornla 93305 I Leon M H~bert~on, M.D. Teleph, one (1~,_ 5~ 861-3'63e £NV~RONMENTAL HEALTH DIVISION J DIRECTOR OF ENWIR~.NMENTAL HEALTH ! Vernon :lllty Name Kern County Permit * * UNDERGROUND TANK DISPOSITION TRACKING RECORD This fora is to be returned to the Kern County Health Dep'art~ent tHthin 14 days of acCeptahce of tank(s) by disposal or recycling facility· The holder of the permit with number noted above Is responsible for Insuring that this form ts coapleted and returned· ion 1 -.To be fil~led out by tank removal contractor: Da[e Tanks Removed. /--(~--~0 No. o:f Tanks . Authorized representative of contractor certifies by sl;gnlng belo~ that tank(s) have been decont~lnated In accordance with Kern County Health , Department requirements. ion 3 -T~ b~ .filled out and st~ned ~ a~ authorized .representative o~ ~h~ treatment., storage, o~ .disposal faclllt2 acceptinE tank(s):. Date Tanks Received -/--/~ =:~ ..... ~"'"; ' NO. of' Tank~ Signature ' '" Title '":' . · - ... (Author/zed Representative) · ~ILING INSTRUCTIONS: · Fold tn half and staple. · ',i' -" ~yI{EC¥CLING, INgJ 2202 Soulh Milliken Avenue Date: ~~. ~ ,19.~O Ontario, CA 91761 Job (714) 988-8000 RO.~ D[SIINA~ION: A.M.R. 2202 S. Milliken Ave., Onlario, CA 91761 TIME IN: ] SPECIAL INSTHUCTIONS: ~IME OUT: ~ Se~ices Rendered Cosl ~ DisposaIFee 2~.~ TANKS RECEIVED OTY. GALLONS TYPE NET TONS T~AL ~ Extensive ~ading Time 150.~ F' S' 2~ ~] ~ .t4 ~ Disposal Fee w~lh ~rmit 3~.~ 5~ [) ~ .2~ ' 550. [} [] .24 ~ Fiberglass Tank Disposal Fee ~r Tank 4~.~ 1~. {2 II. · [.I [ ] .44 Fiberglass Tank Delivered 2~.~ ......... t~ El [] .87 ~ Boblail Disposal Fee 250.~ ....... 3~ ' ['1 l I 1.32 4~ ['l [] 1.64 ............ ~ I I [ I 284 TOTAL CHARGES $ ~ .......... ~5~ (I (] 326 8~ ['J [) 3.44 ~ I } L) 3.82 All fees incurred are per Icad unless specified. Terms ale net 30 days from dale of invoice. . ........... Contractor's signature represenls acceplance of teams for paymenl, and confirms thai tank NO. OF TANKS TOTAL NET TONS removal complies wllh Slale laws. CERTIFICATE OF TANK DISPOSAL I DESTRUCTION APPENDIX C I..~.BORATORY ~I~YSES REPORTS.& CHAIN OF CUSTODIES FGL ' ENVIRONMENTAL ANALY~IGAL GHEMISTS danua~ 31, 1990 Lab No.: 23329-1 ENSR Constructors .. 1220 Avenida'Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYS!ES Reporting Detection Parameter ~Test Results Unit Limit TPH {8015M-Diesel} 35,000 mg~kg l0 ND = Not detected at or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are dependent upon local condqtions. Please check with your local Environmental Health office for this information. Very truly yours, ~ FGL ENVlRON~NTAL~ INC. ~ Uday Sathe, M.S. Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUl.A, CALIFORNIA 9306041272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-382¢ -~ (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 Lab No.: 23329-2 ENSR Constructors ' 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January.16, 1990' UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit' Limit TPH (8015M-Diesel) 24,000 mg/kg 10 ND = Not detected at or above the concentration of the detection limit. mg/kg: ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uda~S~the, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY ST(X2KTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 '.Lab No.: 23329-3 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1B-2 .Sampled by: Neil Jessup, FGL · Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALySEs RePorting Detection Parameter Test Results Unit Limit TPH (8015M-Diesel} 130,000 mg/kg l0 ND : Not detected at or above the concentration of.the detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check.with your local Environmental Health office for this'information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday ~a~t<7~ Eric Lu, Ph.D. Environmental Chemi st Environmental Chemist US/EL:mel .r MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 94243423 FGL ENVIRONMENTAL ANALYTiCAL'CHEMISTS January 31, 1990 Lab No.: 23329-4 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - IB-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit TPH (8015M-Diesel) 80,000 mg/kg 10 ND : Not detected at or above the concentration of the detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Eric Lu, 'Ph.D. Environmental Chemist Environmental C. hemist US/EL: me 1 MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE :- 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL AN. ALYTICAL' CHEMISTS January 31, 1990 Lab No.: 23329-5 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1C-2 Sampled by: Neil J~ssup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit TPH (8015M-Diesel) 62,000 mg/kg 10 ND = Not detected at qr above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OI FICE - 853 CORPORATION STREE-r- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-(1272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL'CHEMISTS danuary 31, 1990 Lab No.: 23329-6 ENSR Constructors 1220 Avenida Acaso · Camarillo, ~alifornia 93010 Sample Description: Manville Forest Products - lCz6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January'16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit' TPH (8015M-Diesel) 180,000 mg/kg 10 ND = Not detected at or above the concentration of the detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. ~ ' Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD ' & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 . (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 kab No.: 23329-7 ENSR Constructors 1220 Avenida Acaso Camarill°, California 93010 Sample Description: Manville Forest Products - 1D-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit~ Limit TPH {8015M-Diesel) ND mg/kg l0 ND : Not detected at or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are ,dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Eric Lu, Ph.D. Environmental Chemist Environmental Chemi st US/EL:mel MA]~ OFFICE - 8.53 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-7/DUPLICATE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest ProdUcts - 1D-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit TPH (8015M-Diesel) ND mg/kg~ 10 ND : Not detected at or above the concentration of the detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uda Eric Lu, Ph.D. Environmental Chemi st Environmental Chemi st US/EL: mel! MAIN OFFICE - 853 CORPORATION ,STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910. (209) 942-0181 FAX (805) 5254172 FAX (209~ 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS · danuary 31, 1990 Lab No.: 23329-7~SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1D-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Parameter. Percent Recovery TPH (8015M-Diesel) 130 ND = Not detected at or above the concentration of the detection limit. Maxiimumcontaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric ku, Ph.D. Environmental Chemist Environmental Chemi st US/EL :mel MAIN OFFICE - 853 CORPORATION STREET- EO. BOX 272 ,BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-13272 & LABORATORY ' STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 ~ (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 .¥ FGL ENVIRONMENTAL , ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-8 ENSR Constructors 1220 Avenida'Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 1D-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter. Test Results U!nit Limit TPH '(8015M-Diesel) ND mg/kg 10 ND = Not detected at or above the concentration of the detection limit. mg/kg ~ ppm Maxi;mum'contaminant levels/action levels are dependent, upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday ~athe, M.S. Eric Lu,:Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P,O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 , FGL ENVIRONMENTAL · ANALYTICAL'GHEMISTS February 13, 1990 Lab No. 23329-6 ENSR Constructors 1220.Avenida Acaso Camarillo, CA 93010 Sample Description: Manville Forest Products - lC-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Requested: January ~1, 1990 ~DERGROUND STORAGE TANK ANALXS.ES - RePorting Detection Parameter Test Resul ts Unit Limit Ben.zene {8020) 100 ug/kg · 5 Toluene {8020} 2900 ug/kg l0 Ethylbenzene {8020) 1200 ug/kg" 10 Xylene {8020} 3000 ug/kg l0 ND -- Not detected at or above the concentration of the detection limit. ug2kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly Yours, FGL ENVI~RONMENTAL Ud . Eric-Lu, !Ph.D. Environmental Chemist Environmental Chemist US/EL: kdm MAIN OI;~CE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - '2500 STAGECOACH ROAD & LABORATORY SANTA PAUl.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL '~ AN:ALYTICAL CHEMISTS February 13, 1990 Lab No. 23329-7 ENSR Constructors 1220 Avenida Acaso Camarillo, CA .93010 SampleDescriPtion: Manville Forest Products - 1D-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Requested: January 31, 1990 UNDERG.ROUND STORAGE TANK ANAL YS.E.S.'' Reporting Detection Parameter ~gst Results .Unit Limit Ben}ene (8020) ND ug/kg 5 Toluene (8020) ND ug/kg. 10 Ethylbenzene (8020) ND ug/kg' 10 Xylene (8020) ND ug/kg lO ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent uPon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL Uda~ Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:kdm ./ MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL'CHEMISTS February 13, 1990 Lab No. 23329-4 ENSR Constructors !220 Avenida Acaso · Camarillo, CA 93010 Sample Description: Manville Forest Products - lB-6 Sampled by: Nell Jessup, FGL .Date-Sampled: January 12, 1990 Date Requested: January 31, 1990 UNDERG,ROU~D STORAGE, TANK ANALYSES Reporting Detection Paramete~ Test Results, :Unit Limit Benzene (8020} 6.2 ug/kg , 5 Toluene {8020} 40 ug/kg l0 Ethylbenzene {8020} ND ug/kg' 10 Xylene {8020} 220 ug/kg l0 ND = Not detected at or above the concentration of the detection limit. ug~kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very .truly yours, FGL ENVIRONMENTAL Uda Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:kdm MAIN OFFICE - 853 CORPORATION STREET- EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY 'SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL !. -, AN~LYTICAL CHEMISTS danuary 31, 1990 Lab No.: 23334 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Attention: Blair Burgess RE: SOIL ANALYSES - MANVILLE FOREST Presented below are the results of the analyses performed on your samples receiv, ed on January 12, 1990. The samples have been described, as received, along with the data. DATA Oil Sample and Description Arsenic Chromium Copper Lead Zinc pH Grease - 6A-2 ND ND 13 9 ~ND 7.1 730 6B-2 5 ND 16 16 iND 8.1 660 6C-2 ND ND 12 8 .ND 8.7 720 6D-2 ND ND 14 8 IND 7.1 710 6D-6 7 . ND 14 8 'ND 6.2 660 6D-6 .7 ND 14 8 ~ND 6.2 660 7A-2 ....... ' 7.4 720 ~ 7A-6 ..... 7.9 700 7B~-2 ...... 9.0 680 7B-6 ..... 8.8 640 7C-2 ..... 8.3 620 7C-6 ..... 8.3 580 7D-2 ..... 7.0 490 7D-6 ..... 7.3 760 mg/kg: ppm DLR 3 50 13 4 100 - - TTLC 500 2,500 2,500 1,000 5,0100 - - If you have any questions, please call or write. Very truly yours, FGL ENVIRONMENTAL Charles Green, Ph.D. Laboratory Director CG:mlh MAIN OFFICI~ - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 . & LABORATORY -STOCKTON, CALIFORNIA 95205 (805) 525-3824 --.(805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 ,,. Enseco-Cii 2810 Bunsen Avenue, Unit A * Ventura, CA 93003 (805) 650-0546" FAX: (805) 650-0756 sample #: 0012154305 Collector: Client' Received: 01/12/90 Sampling Date & Time: 01/09/90, 1615 Type: Soil Method: Not Specified I.D.: #23324-10 7C-2' Phenols, Total EPA 420.2 ND<l.0m~/kg 1 Sample #: 0~012154306 Collector: Client° Received: 01/12/90 Sampling Date & Time: 01/09/90, 1626 Type: Soil Method: Not Specified I.D.: #23324-11 7C-6' Phenols, Total EPA 420.2 ND<l.0mc3/kg 1 Sample #: 0012154307 Collector: Client Received: 01/12/90 Sampling Date & Time: ~1/09/90, 1635 Type: Soil Method: Not specified,' I.D.: #23324-12 7D-2' Phenols, Tot_a! EPA 420.2 ND<l.0mg/kg 1 Sample #: 0012154308 Collector: Client Received: 01/12/90 Sampling Date & .Time: 01/09/90, 1640 Type: Soil Method: Not Specified I.D.: #23324-13 7D-6' Phenols, TOtal EPA 420.2 ND<l.0mg/kg 1 Reviewed .-/Ap~roge~d - Page: 2 [ND = None Detected; (G) = Grab; MOL = Minimum Detection Limit:] The Report Cover Letter is an integ'ral part o! this report. Th~s report pertains only to the samples investigated and does n,ot necessarily apply to other apparently identical or similar materials. This resort ~s sul}m~tte~ for the exc!us~ve use of the chent !o whom i[ ~s addressed. Any reproduction of tt~,s reoorl or use of Ih~s Laboratory's name tot advertising or pubhcity purposes w<-.out ~LH~Orr, Z?',tOn tS premiered *' Enseco - CRL _i .7 28~.0 Bunsen Avenue. Unit A · Ventura, CA 93003 (805) 650-0546 · FAX: (805) 650-0756 ENSR Constructors 01/23/90 1220 Avenida Acaso. Camarillo, CA 93010' Attn: Rick Anacleto Project: Manville Forest 805/388/3775 Products Sample'#: 0012154301 Collector: Client Received:-01/12/90 Sampling Date & Time: 01/09/90, 1525 Type: Soil Method: Not Specified I.D.: #23324-6 7A-2' OON~ ME-'IX-IOD, ~~ UNIT MDL Phenols, Total EPA 420.2 ND <1.0 ~//kg 1' Sample #: 001215430~ Collector: Client . .Received: 01/12/90 Sampling Date & Time: 01/09/90, 1535 Type: Soil Method: Not Specified I.D.: #23324-7 7A-6' I~nenols, Total EPA 420.2 ND <1~0 m~ Sample #:' 0012154303 Collector: Client Received: 01/12/90 Sampling Date & Time: 01/09/90, 1550 Type: Soil Method: Not Specified I.D.: #23324-8 7B-2' Phenols, Total EPA 420.2 ND<I.0mg~Kg Sample #: 0012154304 Collector: Clien~ Received: 01/12/90 Sampling Date & Time: 01/09/90, 1558 Type: Soil Method: Not Spec!ified I.D.: #23324-9 7B-6' Phenols, To~! EPA 420.2 ND<l.0m~/kg 1 Page: 1 (cont.) [ND = None Detected; (G) = Grab; MOL = Minimum Detection Limit] 'The Report Cover Letter is an integral part of this report. This reoort pertains only to the samples investigated and does not necessarily apply to olher apparently identical or simiiar materials. This report is submitted for the exciusive use of tile chent 1o whom J[ is addressed. Any reproduction of this reoort or use of this. Labo'ratory's name for advertising or puDlioty purooses ',,mhou~ aut~onzauon ~s Oroh~gded CHAIN OF, CUSTODY CLIENT: ADDRESS: lx.~O PHONE NUMBER: PROJECT NAME: PROJECT MANAGER: SAMPLERS: Sample Location Date Time Number of Tests Date Number Description Sampled Sampled Containers Reauired Needed, by ; Relinquishea a~ ~ ~ [) Receivea By: Date Time Relinquished By: a~vea ~: Oa~e ;ime Relinquished By: . : e' ~ By: Date Time FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-9 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 .REPORT OF ANALYSIS Results Analstes mg/kg BLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 , Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 /' Additional anal~tes .Ethyl acetate ND 10' 2-Propan'ol (Isopropyl 'alcohol). ND 10 mg/k§ : ppm Very truly yours, FGL ENVIRONMENTAL · Ud Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL'CHEMISTS January 3.1, 1990 Lab No.: 23329-9/DUPLICATE ENSR Constructors. 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/kg DLR Ethyl ether ND 10 Ethanol: (ethyl alcohol) ND 10 · Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 Additional analytes .Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very tr.uly yours, FGL ENVIRONMENTAL Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL: ml h MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH. OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4~72 FAX (209) 942-0423 ,. EGL ENVIRONMENTAL ,. ANALYTICAL'CHEMISTS January 31, 1990 Lab No.: 23329-10 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-6 Sampled by:. Neil Jessup, FGL ,Date Sampled: January 12; 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytels mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK)' ND 10 ' Methyl isobutyl ketone.(MIBK) ND 10 ~ Additional analytes .£thyl acetate ND 10' 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Uday Sathe, M.$. Eric Lu, Ph.d. £n¥~ronmental Chem~s~ Environmental Chemist US/EL: ml h MAIN OFFICE - 883 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 C209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-10/SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Percent - Analytes Recovery Ethanol (ethyl alcohol) 76 Methyl isobutyl ketone (MIBK) 71 Additional an'alytes 2-Propanol (Isopropyl alcohol) 61 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Uday Sathe, M.S. Eric Lu, Ph.D. Env i ronmenta 1 Chemi s t Environmental Chemi st US/EL :mllh MAI]q OFFICE - 853 CORPORATIoN STRELZlr - P,O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SAN'i'A PAUl,A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 ' (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-11 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample DescriPtion: Manville Forest Products - 2B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/kg DLR Ethyl.ether ND 10 Ethanol {ethyl alcohol) ND 10 ~ Methyl ethyl ketone (MEK) ND' 10 Methyl isobutyl ketone (MIBK) ND 10 .~Additional anal~tes Ethyl acetate ND I0 2-Propanol (Isopropyl alcohol). ND 10 mg/kg: ppm Very truly yours, ~ FGL ENVI!RONMENTAL Uday . Eric Lu, 'Ph.D. Environmental Chemist Envi rohme'ntal Chemist US/EL :ml h I I MAIN OFFICE - . 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-(1272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL 'CHEMISTS ANALYTICAL ' January 3i, 1990 Lab No.: 23329-12 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest'Products - 2B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT .OFANALYSIS Results Analytes mg/kg DLR Ethyl ether ND 10 · ~ Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 ,' Methyl isobutyl ketone (MIBK) ND 10 .Additional anal~tes Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Uday ~ , Eric Lu~, Ph.D. Environmental Chemi st Environmental Chemi st US/EL:mlh MAIN OFFICE - 85:3 ~ORPORATION STREE'I' - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805)659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 EGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-12 ENSR Constructors 1220 Avenida Acaso Camarillo, California 92010 Sample Descriptlon: Manville Forest Products - 3A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Anal~tes mg/kg DLR Ethyl ether ND 10 · Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 35 10 /' Methyl isobutyl ketone (MIBK) ND .10 Additional analytes ,' Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol} ND 10 mg/kg = ppm ' Very truly yours, FGL ENVIRONMENTAL U . Eric Lu, Ph.D. Environmental Chemist Environmental Chemi st US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET- EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY S'rOCICYON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL' CHEMISTS January 31, 1990 Lab No.: 23329-14~ ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received:~January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 'i5 10 Methyl isobutyl ketone (MIBK) ND 10 Additional anal~tes Ethyl acetate ND -10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg =ppm Very truly yours, FGL ENVIRONMENT~L Uda~athe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - RO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD' & LABORATORY SANTA PAUl.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805)659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 EGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-14/DUPLICATE ENSR Constructors 1220 Avenida Acaso Camarillo, California~ 93010 Sample Description: Manville Forest Products - 3A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 8 10 Methyl ~sobutyl ketone (MIBK) ND. 10 &dditional analytes Ethyl aCetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL UdagSathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 kab No.: 23329-15 ENSR Constructors 122Q Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3B-2 Sampled by:· Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg 'DLR Ethyl ether ND 10 Ethanol (ethyl, alcohol), ND 10 ~ Methyl ethyl ketone (MEK) ND 10 : Methyl isobutyl .ketone (MIBK) ND 10 Additional anal~tes 'Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg : ppm Very tru~ly yours, FGL ENVIRONMENTAL Ud Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN oFFIcE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFIcE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-(1272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-15/SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Percent Analytes Recovery Ethanol (ethyl alcohol) 55 . Methyl isobutyl ketone (MIBK) 56 Additional analytes 2'JPropanol (Isopropyl alcohol) 46 Very truly yours, FGL ENVIRONMENTAL Ud&y ~athe, M.S. Eric Lu, Ph:D. Environmental Chemi st Environmen,tal Chemist US/EL:mlh MAIN OFFICE - 853 CORI~RATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306041272 & LABORATORY ffI'OCKTON, CAklFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 94243423 FGL ENVIRONMENTAL ANALYTICAL' CHEMISTS January 31, 1990 Lab No.: 23329-16 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/kg DLR Ethyl ether ND 10 Ethano~l (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 Additional anal~tes "Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg: ppm Very truily yours, FGL ENVIRONMenTAL. Uday at e, . . Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFIrlCE -' 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCX'I~N, CALIFORNIA 95205 (805) 525-3824 -- (805) 65%0910 (209) 942-0181 FAX (805) 525-4172 . FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 kab Ho.: 23329-1fi~SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: 'Manville Forest Products - 3B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Percent Ana 1 ytes Recovery Methyl i sobutyl ketone (MIBK) 68. Additional analj/tes Ethyl acetate 78 2-Propanol (Isopropyl alcohol) 62 ' Very truly yours, . FGL ENV I RONM~I~TAL~_.__ ~ Uda . . Eric ku, Ph.D. Environmental Chemist Environmental Chemi st US/EL:mlih II I I MAIN OFFICE - . 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-17 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample DescriptiOn: Manville.Forest Products - 3,4A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Resul ts Analytes mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 · Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 A'dditional anal~tes 'Ethyl acetate ND ·10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg: ppm Very truly yours, FGL ENVIRONMENTAL Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist ,Environmental Chemist US/EL:ml~h MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE -~2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CAI,.IFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (80(5) 525-4172 FAX (209) 942-0423 EGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-18 .ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville'Forest Products - 3,4A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results' Analytes mg/kg. DLR ~ Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 · Methyl ethyl ketone (MEK) ND 10 . Methyl isobutyl ketone (MIBK) ND 10 " · .Additi,onal analytes Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg : ppm Very truly yours, FGL~ ~ Uday Sathe,.M.S. Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN O1 FICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE 2 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306041272 & LABORATORY ST(X2ICrON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-O181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL' CHEMISTS January 31, 1990 Lab No.: 23329-19 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS ReSults Analytes mg/kg DLR Ethyl ether ND 10 · Ethanol (ethyl alcohol') ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 .-Additional anal~tes Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL ..Uda] S~the, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIIN OFFICE - 853 CORPORATION STREE'Y - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY' SANTA PAUl. A, CALIFORNIA 93060-(1272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 , FGL ENVIRONMENTAL . AN,ALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-20 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS -. Results Analytes mt/kg DLR ° Ethyl ether ND 10 . Ethanol (ethyl alcohol). ND 10 · Methyl'ethyl ketone (MEK) ND 10 ,, Methyl isobutyl ketone (MIBK) ND 10 ~; Additional analytes Ethyl aCetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Uda~ Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREE-F - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUl,A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) -525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 · . FGL ENVIRONMENTAL ANALYTICAL CHEMISTS I' danuary 31, 1990 Lab No.: 23329-20/DUPLICATE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg DLR Ethyl ether ND 10 · Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) mD 10 Additional analytes Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm o Very truly yours, FGL ENVIRONMENTAL Uday. Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-O181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No..: 23329-21 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Fbrest Products - 4,5A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/k§ DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 95,000 10 Methyl isobutyl ketone (MIBK) ND 10' ~ Additional anal~tes ' Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND :10 mg/kg = ppm Very truly yours, Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 · (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 94243423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-22 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 4,5A-61 Sampled by: Neil Jessup, FGL Date Sampled: Januarys12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/k9 BLR Ethyl ether ND 10 , Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 44 10 Methyl isobutyl ketone (MIBK) ND 10. Additional analytes Ethyl acetate 23 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FG~ /~ Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL :ml h MAIN OFFICE - 853 CORPORATION SlEEt - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD · & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 FGL ENVIRONMENTAL ANALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-23 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 4,5B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg .DLR Ethyl e;ther ND 10 · Ethanol {ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) 112 10 Methyl isobutyl ketone (MIBK) ND 10 .Additional anal~tes Ethyl acetate ND I0 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRON~E. NTAL Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREE'I' - P.O. BOX 272 BRANCH OFFICE - 2.500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY ST .CX.ZKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 ' (209) 942-0181 FAX (805) 525-4172 FAX ' ' (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-24 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville. Forest Products - 4,5B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg DLR Ethyl ether ND 10 ., Ethanol (ethyl'alcohol) ~ND 10 .. Methyl ethyl ketone (MEK) 1,000 10 Methyl isobutyl ketone (MIBK) ND 10 Additional analyteS Ethyl acetate ND 10 2-Propanol (Isopropyl alcohol). ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL- Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 ' BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 .. FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-25 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 -- Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - . Results Analytes mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 .Additional anal~tes Ethyl acetate 'ND 10 2-Propanol (Isopropyl alcohol)' ND 10 mg/kg : ppm Very truly yours, fGt ENV I RONM~EJ~TAL~ Uday ar e, .~. Eric ku, Ph.D. Environmental Chemi st Environmental Chemist US/EL: ml h MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY 'STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-O181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-26 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 EPA METHOD 8015 REPORT OF ANALYSIS - Results Analytes mg/kg DLR Ethyl e~ther ND 10 ~ Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 ' Methyl isobutyl ketone (MIBK) ND 10 : Additional anal~tes ,' ~thyl acetate ND 10 2-Propa,nol (Isopropyl alcohol) ND 10 mg/kg : ppm Very truly yours, FGL ENVIRONMENTAL Uday Sathe,.M.S. Eric Lu, Pih.D. Environmental Chemist Envi ronmen'tal Chemi st US/EL:mlh' MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL " AN~ALYTICAL'CHEMISTS January 31, 1990 Lab No.: 23329-27 ENSR Constructors 1220 Avenida Acaso Camarillo, Californi'a 93010 Sample Description: Manville Forest Products - 5B-2 Sampled ~y: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 ' EPA METHOD 8015 REPORT OF ANALYSIS - Resul ts Anal~tes mg/kg DLR Ethyl ether ND 10 Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 .~Additional analytes Ethyl acetate ND · 10 2-Propanoi (IsopropYl alcohol} ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemi st US/EL:mlh MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUl.A, CALIFORNIA 93060.-0272 & lABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX ' (805) 525-4172 FAX (209) 942-0423 FGL ¥ ENVIRONMENTAL ~ ~ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-28 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16', 1990 " EPA METHOD 8015 REPORT OF ANALYSIS Results Analytes mg/kg DLR Ethyl ether ND 10 , Ethanol (ethyl alcohol) ND 10 Methyl ethyl ketone (MEK) ND 10 Methyl isobutyl ketone (MIBK) ND 10 Additional analytes ~thyl acetate ND 10 2-Propanol (Isopropyl alcohol) ND 10 mg/kg = ppm Very truly yours, FGL ENVIRONMENTAL Ud Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mlh MAIN OFFICE - 853 CORPORAtiON STRE1jI' - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL '~ AN-.ALYTICAL CHEMISTS .January 31, 1990 Lab No.: 23329-9 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 Toluene {8020} ~ND ug/kg l0 Ethylbenzene (8020} ND ug/kg 10 .Xylene (8020) ND ug/kg , l0 ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Udaj~S~the, M.S. Eric.Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 85~ CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 kaD No.: 23329-10 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2A-6 Sampled by: Neil Jessup,.FGL Date Sampled': January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES RepOrting Detection parameter Test Results Unit Limit - Benzene (8020) ND ug/kg 5 Tolulene (8020) ND ug/kg 10 EthYlbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg lO ND = Not detected at or above the concentration of the detection limit. ug/kg = ppb MaxSmum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL :me? MAIN OFFICE - 853 CORPORATION STREET - RO. BOX 272 BRANCH OI~FICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306(g~72 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-11 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Replorting Detection Parameter Test Results Unit 'Limit Benzene (8020) ND ulg/kg 5 Toluene (8020) ND ulg/kg 10 Ethylbenzene (8020) ND ulg/kg 10 Xylene (8020) 43 u!g/kg , lO ND : Not detected at or above the concentration of the detection limit.. ug/kg : ppb Maximum Contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC~ Uday Sathe, M.S. Eric Lu, ~Ph.D. Environmental 'Chemi st Environmental Chemi st US/EL: mel MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 Lab No.: 23329-12 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 2B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES RepOrting Detection Parameter Test Results unit Limit - Benzene (8020) ND ug/kg 5 Toluene (8020) ND ug/kg lO Ethylbenzene (8020) ND u§/kg 10 Xylene (8020) ND u§/kg ~ lO ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. · Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemis't Environmental Chemist US/EL:mel MAIN OI:FICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 65%0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 9424423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 kab No.: 23329-13 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3A-2 Sampled. by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND' ug/kg 5 Toluene {8020) 43 ug/kg l0 Ethylbenzene (8020} ND ug/kg 10 Xylene (8020} 51 ug/kg l0 ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sath'e, M.S. Eric Lu, Ph.D. Environmental Chemist Envi ronme,ntal Chemist .. US/EL:mel I MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 930604Y272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL' AN'ALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-14 ENSR COnstructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date ReCeived: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 - Toluene (8020) 20 ug/kg l0 Ethylbenzene (8020) ND Ug/kg 10 Xylene (8020) ND ug/kg lO ND = Not detected at or above the concentration of the detection limit. ug/~g = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uda Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD. & LABORATORY SANTA PAULA, CALIFORNIA 930(:041272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 94243181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 kab No.: 23329-15 ENSR ConstrUctors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Re6eived: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit. Limit 'Benzene (8020) ND ug/kg 5 Toluene {8020) ND ug/kg lO Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg l0 ND = Not detected at or above the concentration of the detection limit. ug/kg: ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. · Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL :mel MAIIq OFFICE - 8.$3 CORPORATION STREET - P,O. BOX 272 BRANCH OFFICE - 2,500 STAGECOACH ROAD & LABORATORY .SANTA.PAUl.A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 ~ (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-16 ENSR Constructors 1220 Avenida Acaso Camarillo,-California 93010 Sample Description: ·Manville Forest Products - 3B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results unit Limit Benzene (8020) ND ug/kg 5 Toluene (8020) ND u:g/kg. 10 Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg lO ND : Not detected at or above the concentration of the detection limit. ug/kg : ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please cheCk with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemi s t Environmental Chemi st US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFIqC~ - 2500 STAGECOACH ROAD ·& LABORATORY SANTA PAUl.A, CALIFORNIA 9306041272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL CHEMISTS ANALYTICAL' January 31, 1990 Lab No.: 23329-17 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4A-2 Sampled by: Nell Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Replorting Detection Parameter Test Results Unit Limit Benzene {8020) ND ug/kg 5 - Toluene (8020) ND u:g/kg l0 Ethylbenzene~(8020) ND ug/kg 10 XYlene (8020) ND u:g/kg lO ND = Not detected at or above the cOncentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very'truly yours, FGL ENVIRONME)TAL, INC. Uday~a~e, M.S.. Eric Lu, ;Ph.D. Environmental Chemist Environme)ntal Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - RO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY' STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181. FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329- 17/DUPLICATE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benz. ene (8020) ND ug/kg 5 Toluene (8020) .ND ug/kg 10 Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg 10 ND : Not detected at or above the concentration of the detection limit. ug/~g : ppb Maximum contaminant levels/ac'tion levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemi s t Environmental Chemi st US/EL: mel MAIN OFFICE - 853 CORPORATION STREE'r - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL AN~ALYTI CAL CHEMISTS January 31, 1990 Lab No.: 23329-17/SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND sTORAGE TANK ANALYSES Percent Parameter Recovery Benzlene (8020) 82 Tolu~ene (8020) 80 Ethylbenzene.{8020) 89 Xyl ene (8020) 84 ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent'upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL. INC. Uday Sathe,. M.S. Eric Lu, Ph.D. Environmental Chemi st Environmental Chemi st US/EL:mel m MAIN OFFICE - 853 CORPORATION.sTREET -, EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL CHEMISTS AN:ALYTICAL' January 31, 1990 Lab No.: 23329-18 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit' Limit' Benzene (8020) ND ug/kg 5 Toluene (8020) ND ug/kg lO Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg 10 ND.: Not detected at or above the concentration of the detection limit.· ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please~check with your local Environmental Health office for this information. Very truly yours, FGL E~. Uday ~athe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREE-F - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL. ANALYTICAL CHEMISTS January 31, 1990 kab No.: 23329-19 ENSR Constructdrs 1220 Avenida Acaso Camarillo, California 9~010 Sample Description: Manville Forest Products - 3,4B-2' Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 Toluene (8020) ND ug/kg lO Ethy~benzene (8020) ND ug/kg 10 Xylene (8020) ND .ug/kg 10 ND : Not detected at or above the concentration of the detection limit. ug/kg: ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. ~Very truly yours, FGL ENVIRONMENTAL, INC. ~ Oday Sathe, M.S. Eric La, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306042272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-20 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description:' Manville Forest Products - 3,4B-6 Sampled by: Neil Jessup, FGL 'Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 Toluene {8020} ND ug/kg l0 Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg 10 ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levelS/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209)'942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL AN~ALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-20/DUPLICATE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 199~ UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene {8020} ND ug/kg 5 Toluene {8020} ND ug/kg l0 Ethylbenzene (8020} ND ug/kg 10 Xylene {8020) ND ug/kg l0 ¢ ND : Not detected at or above the concentration of the detection limit. ug/kg: ppb Maximum Contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Eric Lu, Ph.D. Environmental Chemi st Environmental Chemi st US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 ' (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-20/SPIKE ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-6 'Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Percent Parameter Recovery Benzlene (8020) 101' Toluene (8020) 98 Ethylbenzene (8020) 119 ' Xylene (8020) 125 ND = Not detected at or above the concentration~of the detection limit. ug/kg: ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. . Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL:reel MAIN OFFICE - 853 CORPORATION STREET.- RO. BOX 272 BRANCH OFlrICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI.A CAI rVOr*~l)a o'~cv.~_rr~'Tv _,?,-.,-...-,-,-,, .............. 7~- FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 k'aDNo.: 23329-21 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 4,5A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit' Limit Benzene (8020) ND ug/kg 5 Toluene (8020) 3,100 ug/kg 10 Ethylbenzene (8020) 4,400 ug/kg 10 Xylene (8020) 6,500 ug/kg lO ND = Not detected at or above the concentration of the detection limit. ug/kg : ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIIRONMENTAL, INC. Uda~ Sa~he, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET- EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI. A, CALIFORNIA 93060-~72 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 ' FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-22 ENSR Constructors 1220 Avenida Acaso~ Camarillo,.California 93010 Sample Description: Manville Forest Products - 4,5A-6 Sampled 'by: Nell Jessup, FGL. Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Resul ts Unit Limit Benzene (8020} ND ug/kg 5 Toluene {8020} 61 ug/kg l0 Ethyl benzene (8020 } 20 ug/kg 10 Xylene (8020} 150 ug/kg l0 ND = Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for' this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday at e, . . Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREEW - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & I..ABORATORY SANTA PAULA, CALIFORNIA 93060-(1272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525--3824-- (805) 659-0910 (209) 94243181 FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-23 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample DescriPtion: Manville Forest Products - 4,5B-2 . Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Rgceived: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results .Unit Limit Benzene (8020) ND ug/kg 5 - Toluene (8020) 32 ug/kg 10 Ethylbenzene (8020) 38 ug/kg 10 Xylene (8020) 190 ug/kg lO ND = Not detected at or above the concentration of the detection limit. ug/kg : ppb · Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S.. Eric Lu, Ph.D; Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMEIqTAL ANALYTICAL CHEMISTS January 31, 1990' Lab No.: 23329-24 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Proaucts - 4,5B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12., 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene {8020) ND ug/kg 5 - Toluene (8020) 500 ug/kg 10 Ethylbenzene (8020) 700 ug/kg 10 Xylene (8020) 3,000 ug/kg lO ND : Not detected at or above the concentration of the detection limit. ug/kg : ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, M.S. Eric Lu, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREEY- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD ' & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-25 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5A-2 Sampled by: Neil Jessup, FGL' Date Sampled: January 12, 1990 Dat'e Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES RepOrting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 Toluene (8020) ND ug/kg 10 Ethylbenzene (8020) ND ug/kg 10' Xylene (8020) ND ug/kg lO ND = Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions, Please check with your local Environmental Health office for this information, Very truly yours, FGL ENVIRONMENTAL, INC. Uday Sathe, .M.S. Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL :mel MAIN OFFICE - 85~ CORPORATION STREET - P,O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306041272 &:'LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ~ ANALYTICALCHEMISTS JanuarY 31, 1990 Lab No.: 23329-26 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5A-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date ReceiVed: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSiES Reporting Detection Parameter Test Resul ts Uni t Limit Benzene {8020} ND 'u!g/kg 5 - Toluene (8020) 14 uig/kg l0 Ethyl benzene (8020) ND ulg/kg 10 Xylene (8020) 66 u~g/kg lO ND = Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Uday ate, . . Eric Lu, Ph.D. Environmental Chemist Environmental Chemi st US/EL:mel MAIN OFFICE - 853 CORPORATION STREE' - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & lABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & lABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 . (209) 942-0181. FAX (805) 5254172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS danuary 31, 1990 Lab No.: 23329-27 ENSR Constructors 1220 Avenida Acaso Camarillo,.California 93010 sample Description: Manville Forest Products - 5B-2 Sampled by: Neil Jesiup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results uni.t Limit Benzene (8020) ND ug/kg 5 Toluene (8020) ND ug/k§ lO Ethylbenzene (8020) ND' ug/k§ 10 Xylene (8020) ND ug/kg 10 ND : Not detected at or above the. concentration of the detection limit. ug/kg : ppb Maximum contaminant levels/action levels are dependent upon local. conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. day at e, . . Eric ku, ;Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION STREET - RO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUI. A, CALIFORNIA'93060-6272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL'CHEMISTS danuary 31, 1990 Lab No.: 23329-28 ENsR COnstructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND'STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Benzene (8020) ND ug/kg 5 - Toluene (8020) ND ug/kg l0 Ethylbenzene (8020) ND ug/kg 10 Xylene (8020) ND ug/kg l0 ND : Not detected at or above the concentration of the detection limit. ug/kg = ppb Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Eric ku, Ph.D. Environmental Chemist Environmental Chemist US/EL:mel MAIN OFFICE - 853 CORPORATION SI'EEr - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-01'81 FAX (805) 5254172' FAX (209) 942-0423 FGL ENVIRONMENTAL ~ ~' .~? ANfALYTICAL CHEMISTS January 31, 1990. Lab No.: 23329-17 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010~ Sample Description: Manville Forest Products - 3,4A-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES · Reporting Detection. Parameter Test Results Unit Limit Total Lead (7420) 9 mg/kg 1 ND = Not detected at or above the concentration of the detection limit. mg/k,g: ppm Maximum contaminant levels/action levJls are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very trully yours, FGL ENVIRONMENTAL, INC. Chris Rocamora, B.S. Eric Lu, .Ph.D. Environmental Chemist Environmental Chemi st CR/EL:mel MAIN oFFIcE - 853 CORPORATION STREET - P.O. BOX 272 .BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 5254.172 FAX ' (209) 942-0423 FGL ENVIRONMENTAL .ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-17/DUPLICATE ENSR Constructors '1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4A-2 Sampled by:' Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 ~ UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results unit Limit Total Lead (7420) 8 mg/kg I ND = Not detected at or above the concentration of the detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information, Very trul~y yours, FGL ENVIRONMENTAL, INC. Chris Rocamora, B.S. '' Eric Lu, Ph.D. Environmental Chemist Environmental Chemi st CR/EL :mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAUl_A, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205. (805) 525-3824 -- (805) 659-0910' (209) 942-0181 .FGL ENVIRONMENTAL ,m -- ,, 'CHEMISTS b~ ~'~ ~ A~NALYTICAL :i J ~u January 31, 1990 L Lab No.: 23329-18 E 5R ENSR Constructors I '~ '1~20 Avenida Acaso [ Camarillo, California 93010 .< nD Sample Description: Manville Forest Products - 3,4A-6 < Sampled by: Neil Jessup,'FGL [te Date Sampled: January 12, 1990 [te Date Received: January 16, 1990 UNDERGROUND STORAGE TANK.ANALySEs RePorting Detecti on Parameter Test Resul ts Unit Limit Total Lead (7420} 8 mg/kg 1 ND : Not detected at. or aboye the concentration of the detection limit. mt/kg: ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. ir Chris Rocdmora,'B.S. EriC.Lu, Ph.D. ~v Environmental Chemist Environmental Chemist CR/EL :mel MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY . STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181' FAX. (805) 525-4172 FAX (209) 942-0423 'FGL .ENVIR NMENTAL '" "ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-19 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Total Lead {7420} 8 mg/kg 1 ND : Not detected at or above th~ concentration of the detection limit. mg/kg = ppm )4aximum contaminant levels/action levels, are .dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. · Rocamora, B.S. Eric Lu, ~Ph.D. Environmental Chemist Environmental Chemist CR/EL :mell I MAIN OFFICE - 853 CORPORATION STREE'Y - P.O. BOX 272 BRANCH OFFICE ~ 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172. FAX . (209) 942-0423 FGL ENVIR MENTAL ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-20 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 3,4B-6 Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Total Lead (7420) 6 mgr/kg 1 ND : Not detected at or above the concentration of the detection limit. mg/kg = ppm. Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this informat.ion. Very truly yours, FGL ENVIEONMENTAL, INC. .. Roca~ora, B.S. . Eric Lu, 'Ph,D. I Environmental Chemist Environmental Chemist CR/EL :mel L MAIN OFFICE - 853 CORPORATION STREET - EO. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 94243423 'FGL ENVIROnS/MENTAL ANALYTICAL CHEMISTS' January 31, 1990 Lab No,: 23329-21 ENSR Constructor.s 1220 Avenida, Acaso Camarillo, California 92010 Sample Description: Manville Forest Products - 4,5A-2 Sampled by: .Neil Jessup, FGL Date Sampled: January 12, 1990 Da%e Received: January 16, 1990 .UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results U~it Limit - Total Lead (7420) 8 mg/kg I ND = Not detected at or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very trul,y yours, FGL ENVIRONMENTAL, INC. Chris~aoca~ora, B.S. Eric ku, Ph.D. Environmental Chemist Environmental Chemist CR/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY S'I'OCKTON, CALIFORNIA 95205 (805) 525-3824-- (805)659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIR )NMENTAL ~ANALYTICAL'CHEMISTS JanUary 31, 1990 Lab No.: 23329-22 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010' Sample Description: Manville FOrest Products - 4,5A-6 Sampled by: Neil Jessup, FGL Date Samp.led: January 12, 1990' Date Received: January 16, 1990 UNDERGROUND sTORAGE TANK ANALYSES Reporting De~e'cl~ion Parameter Test Resul ts Unit Limit Total Lead {7420} 6 mg/kg 1 ND = Not detected at or above the concentration of the.detection limit. mg/kg = ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Chris aocamora, a.s. Eric ku, Ph.D. Environmental Chemist Environmental Chemist CR/EL:mel ? MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ~ANALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329-23 ENSR'Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 4,5B-2 Sampled by: Neil Jessup, FGL Date Sampled: January 12,~1990 Da~e Received:~ January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter' Test Results Unit Limit Total Lead (7420) .8 mg/kg i iND = Not detected at. or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very trulY yours, FGL ENVIRONMENTAL, INC. Chris Rocamora, B.S. Eric La, Ph.D. Environmental Chemist Environmental Chemist CR/EL:mel MAffq OIm'b'ICE - 853 CORPORATION STREET - P.O. BOX :37'2 BRANCH OFFICE - 2500 STAGECOACH ROAD LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIR MENTAL ANALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-24 ENSR Constructors 1220 Avenida Acaso Camarillo, California' 93010 Sample Description: Manville Forest Products -'4,5B-6 Sampled by: Neil'Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Total Lead (7420) 8 mg/kg 1 ND : Not detected at or above the concentration of the detection limit. mg/kg: ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health offi.ce for this information. Very trul,y yours, FGL ENVIRONMENTAL, INC. Chris Roc , B.$. Eric ku, Ph.D. Environmental Chemist Environmental Chemist CR/Ek:mel. MAIN OFFICE - 853 CORPORATION STEEl'- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 . (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL 'ANALYTICAL 'CHEMISTS January 31, 1990 Lab No.: 23329-25 ENSR Constnuctors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5A-2 Sampled by: Neil Jessup, FGL Date Sampled:· January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter ~ Test Results Unit Limit Total Lead (74·20) 9 mg/kg 1 ND : Not detected at or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information, Very tru,ly yours, FGL ENVIRONMENTAL, INC. Chris Rocamora, B.S. Eric Lu, Ph.D.· Environmental Chemist Environmental Chemist CR/EL:mel MAIN OFFICE - 853 CORPORATION STREET- P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & .LABORATORY SANTA PAULA, CALIFORNIA 9306041272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 94243423 ' "'FGL ENVIR iMENTAL :' N AL YTI CAL' CHEMISTS . January 31, 1990 Lab No.: 23329-26 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sampl~ Description: Manville Forest'Products - 5A-6 Sampled by: Neil Jessup, FGL Date Sampled: January12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit Total Lead {7420) 8 mg/kg 1 ND = Not detected at or above the concentration of the detection limit. mg/kg : ppm Maximum contaminant levels/action levels are 'dependent upon local conditions. Please check with your local Env.ironmental Health office for this information. Very truly yours,- FGL ENVIRONMENTAL, INC. Chris Roca~no_ra, B.S. Eric Lu, Ph.D. Environmental Chemi st Envi ronmenta! Chemi st CR/EL: reel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 · & LABORATORY ~ON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 FGL ENVIRONMENTAL ANALYTICAL CHEMISTS January 31, 1990 kab No.: 23329-27 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5B-2' Sampled by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit Limit lotal Lead (7420) 9 mg/kg' 1 ND: Not detected at or above the concentration of the.detection limit. mg/kg :'ppm Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. Chris RocaF0bra, B.S. ~ Eric Lu, Ph.D. Environmental Chemist Environmental Chemist CR/EL:mel MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 9306047272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (YtO~ q25-4172 lzAX . (20q~ 0a2-0,423 FGL ENVIRONMENTAL ANALYTICAL' CHEMISTS January 31, 1990 Lab No.: 23329-28 ENSR Constructors 1220 Avenida Acaso Camarillo, California 93010 Sample Description: Manville Forest Products - 5B-6 Sampled. by: Neil Jessup, FGL Date Sampled: January 12, 1990 Date Received: January 16, 1990 UNDERGROUND STORAGE TANK ANALYSES Reporting Detection Parameter Test Results Unit. Limit Total Lead (7420) 9 mg/kg 1 ND = Not detected at or above the concentration of the detection limit. mg/kg : ppm ~ Maximum contaminant levels/action levels are dependent upon local conditions. Please check with your local Environmental Health office for this information. Very truly yours, FGL ENVIRONMENTAL, INC. c Eric Lu, Ph.D. Environmental Chemist Environmental Chemist CR/EL:mel MAIN OFFICE - 853 CORPORATION STREE-r - P.O. BOX 272 BRANCH OFFICE -. 2500 STAGECOACH. ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY STOCKTON, CALIFORNIA 95205 (805) 525-3824 -- (805) 659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 'FGL ENVIRi MENTAL ~kNALYTICAL CHEMISTS January 31, 1990 Lab No.: 23329 ENSR Constructors 1220 Avenida Acaso Camarillo, Cali~fornia 93010 Attention: Blair Burgess RE: SOIL ANALYSES - MANVILLE FOREST Presented below are the results of the analyses performed on your samples received on, January 12, 1990. The samples have been described, as received, along with the data. DATA Sample Description pH 3,4A-2 7.7 3,4A-6 7.8 3,4,B-2 8.5 3,4B-6 7.8 4,5A-2 5.2 .,' 4,5A-6 5.3 ,' 4;5B-2 8.0 : 4,5B-6 7.5 5Ar2 7.4 5A-6 6.8 5B-2 7.8 5B-6 7.8 If you have any questions, please call or write. Very truly yours, FGL ENVIRONMENTAL Charles G,reen, Ph.D. Laboratory Director CG:mlh MAIN OFFICE - 853 CORPORATION STREET - P.O. BOX 272 BRANCH OFFICE - 2500 STAGECOACH ROAD & LABORATORY SANTA PAULA, CALIFORNIA 93060-0272 & LABORATORY ~ON, CALIFORNIA 95205 (805) 525-3824-- (805)659-0910 (209) 942-0181 FAX (805) 525-4172 FAX (209) 942-0423 CONTRAC'T OPTIONS FOR LEAKING TANKS Site Specific Time Accounting Sheet Permit # ~~/~"') ~").. .-,-" o--'-7 Site .Specific. Status Changes: Employee # / ~ ~__ . ,, Employee S~gnatum Site Name or ~dmss' Fu~i~ (Local, S~te, of F~eral) Catego~ Activi~ Houm Date ~de ~de Description (l~hs) Note~: -'~'~'. :' '~"~ : - , · .: 1.~ ~.' ~ " 11 / Dat~ Ente~ By: Date: ~ OPTIONS FOR LF_JtKING *, Site Specific Time Accounting Sheet Permit # : j .~... /-.~ Site Specific Status Changes: Employee # Employee Signature Site Name or-Address : Cat. egory Activity Hours Date ~c~e Code Description ( 10tbs ) ,.., ,.'~:'"- .,.c. z,.~_/, /'~ ,~~..~>~,...~ .... ~,,.. . -~ ,"~ . , ...., '" ~ '- Site Specific Time Accounting Sheet Permit ~ ~ / ?..-t]~/.:'.]: Site Specific Status Changes: Employee ~ Employee Signature ; . Site Name or--Address Funding, (Local:, State, of Federal) ~t~o~ ~c~ivity ~o~s Dat~. Code- Code Description ( 10ths ) Notes: t "' .; ,-.,, '-:. ,, ,-., . , ~ ~ ,. L.d:ii ...... .... ' :. - ,' ': '. ::... .' . J.-,% ! .... ~ ~-. Data Entered By: Date: Env. Health 580 ~113 137 (Re~. 5/B9) ~ ~te Specific Time Accounting She~ ~ing (~ca,i, S~te, of F~eral) Date ~o~ Activity Ho~s ~e ~scription ( 10~s ) Notes: Da~ ~ter~ By: ~te: , ~~ O~ONS FOR ~~ ~ ._ Site ~ecific T~e Accosting Sheet ~loyee ~ ~in~ (~al, s~te, of F~eral) ~ego~ activity H~s Date ~e ~e Description (lO~s) Da~ Enter~ By: Date: En~. ~ea~t~ 580 all3 1~ (Rev. 5/89) ONS FOR LEAKING ~, ~ite Specific Time Accounting Sheet :~ Permit # ~/~ t'2'" Site Specific Status Changes: Employee # 0 Employee Signature ~,,, - Site Name or Address ~ .0 ". /" Ik'Mnd±ng (l_~cal, State, of F~].eral) Cat~ egory Activity Hours Date tzx/e Code l~scription ~ ( lO~h_s ) Data Entered By: Date: ., CONTRACT OPTIONS FOR LEAKING TANKS · - Site Specific Time Accounting Sheet Permit #. .~:. / ,~,,.......!~'~.,~ . Site Specific Status Changes: Employee # ~ Employee signature ~ ' .,/~ ~. ,~:~-~ .,. ,~.. Euz~i~g (Local, 8tare, o~ ~ede~-aZ)., Cat~ ego~z Activity Date uoc~e Code Deecript±o~ ( ~Ot~ ) i: l I: : , ' ~, .~ ~ . .--~. ,.. :.: .., .,, ..: .., !'::... .. :: ,../ ..'.-. ~:.. ..... Notes ~ ¥-, .. -. ~... ? .... ~..... p... ,,~:,.~. ::i' ,..~ -,'-i', ,: L .~,.... i: .~..~.. . ,.. .. , 4'? :." ' 11;'.-.~ .~.J . ;...,... :..-, .~ ~-,......:~. . ::.,.:...,.~ ,; ) ,,.. ..... . .... :~.:.: :: ... ~ ~_.,:... ':! ~ :',_~. ? :,-:.~ - ~ : :4? , ~,:.~ ~,-:., ~'~ ?,::~ .'-4~., ..... : ~z ~.- ,,.,,Lb. ' . . . ,!~' ...: , ~/. . :, .... " ' W .~ ,.,.....,., ,: .:,. f ., . ~..., ->>!:..~ --/. ,::.."~: .,p. k;.,,,:8,.u ,r:.. , ' ' -~-' - ~.:' ,i d.:,.,s~' ~ ,_.,.*~ >- ,.!.: ." ;'-.!" %L.:~' "'- ........... , ~ ..... z.:.:~ I' ,'.. ,,,_~ .,'., :.:-~ . , r. :,..; -- .,: ?.,..~.:, ..... ":: ::-, .>:' !~,':, ,, .,.. . . : .-' Data E~te~ed By-' Date: Env. Health 580 4].1~ 1:3~(Re¥. v ~ OPTIQNS FOR LEAKI ~' ~ Site Specific Time Accounting Sheet · -~ Permit #~ ~ / L..~3 f~? · Site Specific Status Changes: Employee # Employee Signature Site Name o.r.-~Address ,I t~ ~' ,,.~ Ll Funding !Local, State, of Federal) Cat. egory Activity Hours ', Date ' L~x~e Code Description (10the) -- , Notes: i Data Entered By: Date: '- Site Specific Time Accounting Sheet Permit # ~/~:.c3 ,/?~ Site Specific Status Changes: Employee Funding (.Local, State, of Federal) Category Activity Hours Date Code Code Description (10the) Notes: '~ Data Entered. By: Date: Env. Healt~ 580 ~11~ 137 (~e¥. ~/89) ~ ~ite Specific Time Accounting She~ Permit # ~:/07.)/,~'..' Site Specific Status Changes: Employee %. ~ .. Employee Signature ~:,~)/.~.~ ~, · lite Name or Address ; ; ... . , ,kmding (~Local, State, of Federal) Oats ~eegOry Activity Hours Code Description (10tbs) Data Entered By: Date: , CONT~C'T Ot:~iONS FOR LEhI~NG _~ Site Specific Time Accounting Sheet Permit #. ~/~,~,".. ;t'3' Site Specific Status Changes: Employee %' Employee Signature ~F~),.~' . Funding !.LOcal, State, of Federal) Cat~ egory Activity Hours Date ~:~:te C4x:le Description ( 10t}ls ) Data Entered By: Date: 5n¥. P4ea~tn 580 all3 137 (Rev. 5/89) ~ .. Site Specific Time Accounting Sheet Permit # ~/,~:~)/~ Site Specific Status Cbz3nges: Employee # Employee Signature Site Name or Address ._... '% ! ~.. .-.'_.~ B~.nding (:l~c~l, State, of Federal) Date ~eegOry Activity. !Hours Code Description :(lOths) ,'~;'~ i',:"" :._.~...~- !~.~/..~ , ~ ?./~. . · ~.. rz,,:;~ ;4' '-. ~.,:.,.?~::..~..x 6 , l~..z.. 71 .:%,/-~.:-,'-t .~._ ~,.~.-.,~..~, ~A P .~. .. ~ .; ~ i " Data Entered By: Date: '- CONTRACT OPTIONS FOR ]',WA.KING TANKS Site Specific Time Accounting Sheet Permit # ~ ~ (?£~.! ~:: Site Specific Status Changes: Employee ~ Employee Signature Funding ('Local, State, of Federal) Cat. egory Activity Hours Date uo~e Code Description ( 10ths ) L.£ Data Entered By: Date: Emz. ~ea,t~ 580 att3 137 (Rev. 5/89) o. o.s ,, "' "-' ~' " Site Specific Time Accounting SheeF Permit ~ ~, ~./ ~ l,..': ' i' '.:~ '"~ - Site Sp~ic Sta~s Changes: Employ~ ~ · ~ ,. . . ,'. Employee Signatu~ - ......... ~., ~, ~-.:*~ ,~ .., Site Name o[.~dress ;~ ~ .:~ :. :::-- Funding (~al; State, of F~er~) Catego~ A~i~ Houm Date ~de ~de ~scHpt~n (l~hs) Notes:. ?- ~ " ~ ; ' ~ " "'- ~ ;" ~ -'" ~,,~;,~-~_~.::~ .:4 i,.~ ~ ~ .;:~, : ~ ~:~-.~-: ' *": .... / · ~..~,.<,.~ ~' .;~l ~.C.~:~ ~-"~. ~. v ~,.. ~- ~..~/~. ,..'1 Data Ente~ B~ ~,, ~ Date: , CON~ OP~ONS FOR ~KING TANKS ' Site Sp~ific ~me Accenting Sheet' ,' Permit ~ ?~/~?~. /.~:'. Site S~ic Sta~s Changes: Employee ~ ~-t'~, Employ~ Signature -!~} ~t:.:,-;',: :. ,~, F Site Name oE.Address ~ ~:~ ....... ...~ ...... - _. Funding (L°cal~ State, of Federal) Catego~ Act~i~ Houm Date ~de ' ~de ~scription (l~hs) : ~ , :: ( : ... -.. Notes: ; ' ~ ~'; ', ~ ; -: ..... : ...... ' .... ""' ''F'?. ] " -'- . .C ~.'.. "' i :I /' ,. i i: . ~ ...i:. ' ~" ;/. '" ,t ,: ~: / ~., l,t4q :/;~:.~' ~.~ 2.,LTL ~.,~ ,,: ~ ?:r'; ?' .;.:';' ~'-;;"'~:. ¢'J%....-x't ........ ' ~-¢, Data Enter~ By: Date: E~. He,th ~ 4113137 (REV. 5/89) ~®~ Site Specific Time Accounting Sheet-' " Per'mit ~ ~,/ ~%~ j~2 -' Site Specific Status Changes:' ~ Employee ~ Employee Signature ~ ~, ~,~ 0. ~ ' Funding cai, state, of Federal) ,~,,,,~ Category ActM~ Houm Date Code ~de' Description (l~hs) / '.. ~ ,' . ~:, . ', . .:.;~.~ ~ , , ~ ~ 7'.. i ',,~?.. ",.,. ~ ~.-.~.-~.... - .... ~_ ':. . , ... , . ' Data Entered By: ' · Date: CON~ OP~ONS FOR LEAKING TANKS- ._ Site Specific ~me Accounting Sheet. Permit ~ ~ j ~';~. j ? Site Specific Status Changes: Employee ~ :_.'~ Employee Signature '~- Funding (Local, State, of Federal) Category Activi~ Houm Date ' Code Code Description (l~hs) Notes: .=~, ) ' , ;? .- Data Entered By: Date: E~. Health 5~ 4113 137 (REV. 5/89) ~. ~: ¢~ITRACT OPTIONS FOR LEAKING T/I~S ~ ~"~"~Site Specific Time Accounting Shee'{~'' Permit ~ ~./~,~'/~ .. Site Specific Status Changes: EmploYee ~ Employee Signature ~? Site Name.0r.~Address ~ ~ ~. /, Funding,(Loc¢, State, of Federal) Category Ac~ivi~ Houm Date Code Code Description . (l~hs) Notes: (,~ ' ....; . ': .: Data Enter~ By: Date: CONTRACT OP~ONS FOR LEAKING TANKS .' _ Site SpecifiC ~me Accounting Sheet: ,' Permit · ..c / :'.: ¥ -. / .'j Site Specific Status Changes: Employee ~ Employee Signature -: ...... Site Name or Address /L.'¢ ...~ .... .. ' Fund ng.(Loca, .State,' of Federal) Category ActiviW Houm Date Code Code Description. , -..-: =(l~hs) - ~. ~"~ :, Notes: ;..-.~..... : ... , ..._....-. ;,,.:.. ? ,./,. ~ .;-T'-';, .... Data Entered By: ' Date: E~. Health 5~ 4113 137 {REV. 5/89) ~ITRACT OPTIONS FOR LEAKING '1; S ® -'"Site SPecific '13me Accounting Sh Permit ,~ 3, ,t ~', i"~' .' Site Specific Status Changes: Employee # Employee'Signature ~) Funding (Local, ~,,S~ate, of Federal) Category Activity Hours Date 'Code Code Description (lOths) Date Entered By: Date: · CONTRACT oPTIoNS FOR LEAKING TANKS.' Site Specific TIme Accounting Sheet Permit # ?'; / :LVt:.) f-_?. Site Specific StatUs. Changes: Employee # Funding (Local:'State.,,'of Federal) Category Activity Hours Date Code Code Description (10ths) Data Entered By: Date: Er~. Healt~ ~ 4~ 13 13Z (REV. 5/89) ~ ~ wSite Specific ~me Accounting S, hee~ ~ermit ~ ~ / ~?/. ~.. ~ite Specific Status Changes: Employee Signature ~ ~.~ Site Name or Address ).// Funding (Local,,~tat~ of Federal) Category Activi~ Houm Date . ~de ~de ~sc~ption (l~hs) Data Ente~ By: Date: CON~ OP~ONS FOR LEAKING TANKS.' Site S ocifie eeountin Shoot ~ermit ~ ~ /?,/.~ 8ito S~ocific Status. Chan~os: Employee ~ Site Name or Address ' ,' ,'" Fundin~ (~6'c~l~ State, of Federal) Category ~ctivi~ Dato Codo Codo ~oscri~tion ~ata fintered Bg: r Dato: E~. ~alth 5~4113 137 (R~. 5/89) ~ ~ 6~ ACT .~ TR OPTIONS FOR LEAKING S ., ~ Site Specific Time Accounting Sheet ~ Site Specific Status Changes: Permit # .~/,,~.~/~ Employee ~ Employee Signature Site Name o~_Address ~/../~ Funding ~oca~' State,' of Federal) Category Activi~ Houm Date Code Code Description (l~hs) (~- r~ · ~?:&....:~-:* .. .,- Data Entered By: Date: ,.' __ CON~ACT OP~ONS FOR LEAKING TANKS Site Specific ~me Accounting Sheet Permit ¢ ~-t """ /'" Site Specific Status Changes: Employee ~ i Employee Signature ~ :' j,. Site Name or Address Funding (L°cal~ State, of Federal) Category ActiVi~ Houm Date Code Code Description (l~hs) .... '.., . . . . Notes: ~-i; . ..:- .... - .,' ",'~"~ ¢ .... ' ' ' / '. {: , ~..,;;.g .7: · ¢ ', ~ ,..', ' ~,:. L...~ "..-;;.' ,.'/' ¢,;>-' '* ~ ......... i ~;~ / .. ," .._~....._ . 4 i '? :. t::; ~ ~ (~? i:: ;T~.t-..,L.t.L,,.!. ;..~.. , i'~ [: ~' ~ } ,'. ...,. : Data Entered By: Date: E~. ~ ~ 4~ 13 137 (~EV. 5/89) · ~ :~. i~DNTRACT OPTIONS FOR LEAKING ." ,,~ ,-,, '" Site Specific Time Accounting Sheet ~ F~rmit # :","- l, ~-':-," ~ ~" Site Specific Status Changes: Employee # ~ '7 -, Employee Signature /~ '" "~ Site Name or Address ,,~ ¢ -'*' · z ,~ Funding (~oc..al, State, of Federal) Category Activity Hours Date Code Code Description (10ths) j. i.: ";" ' ' ' Data Entered By: Date: CONTRACT OPTIONS FOR LEAKING TANKS' l~', .- Site Specific Time Accounting Sheet Permit-# .~¢:',.r~/..! Site Specific Status Changes: Employee # Employee Signature "?)/.: ... ~ Site Name or Address,;"',. ?. ;.., ,,.., [. [,. Funding (L0CaEState, of Federal) Category ActiVity Hours Date code code Description , (10ths) I ,.. :! t :'? f: ' · ' " ' / ' Notes: ..:, . ;,, ~::... --~ Data Entered By: Date: ~, Env. Health ~ 4113 137 (REV. 5/89) .~ OPTIONS FOR LEAKING ~ Site Specific Time Accounting Sheet · Per~it # 5/¢.~,: /,~ . Site Specific Status Changes: Employee # Employee Signature. Site Name or Address ,,~.,'? .:'.. Funding (1.~;1~ State, of Federal) Category Activity Hours Date C~de Code Description (lOths) Notes: Data Entered By: ' Date: CONTRACT OPTIONS FOR LEAKING TANKS' Site Specific Time Accounting Sheet Permit # ~ / ~,~7.?/,~ Site Specific Status Changes: Employee # Employee Signature Site Name Or_.Address ; -. ,, ?;-, u ......... Funding (I-" .o.c..al¢ state, of Federal) Category Activity Hours Date Code Code Description (10ths) ..: ~ , i ~ , ~ .. :, '. ," ~"~, "! ':" ~', ' ...'{ .:" - -"/'''' -'>' i' :?. '. _ Data Entered By: Date: Env, HeaJll~ 580 4113 137 (REV. 5/89) ,~ Site Specific Time Accounting Sheet ~ermit # 3/ r' ~ ~ · L.~Lt/.~ . . !~ ~Site Specific Status Changes: Employee # Employee Signature ~ ~ ,~ ~.~..,; ' Site Name o~Address Funding !,Local, State, of Federal) Date ~eegOry Activity Hours Cx:~d.e l~scription ( lOt. hs) ~ ~ter~ By: hte: ._ CO--CT O~IONS FOR Site ~ecific T~e Acco~ing Sheet ~ ~.~./ ~ Site SPecific .S~tus ~ges: ~loyee ~ ~loyee Si~t~e Site ~e ~dress ~ ' '~' ' . I ~ing (~cal ~ego~ Activity Ho~s Date ~e ~e Description ( 10~s ) Notes: :]~ ' ~ Enter~ By: Date: ~nv. ~ea~m 580 all3 1~ (~ev. 5/89) CONTRACT OPTIONS FOR LEAKING TANKS Site Specific Time Accounting Sheet Permit # ~O~0/~ Site Specific Status ,Changes: Employee # Employee Signature site ~ame.,..,? ~,~e'~'~ Funding ~0~tate, of Federal) Cat~ egorf Activity Hours Date ~o~e Code Description ( 10the , (~/' , '.~ -: ? .., Data Entered By: Date: ~CONTRACT OPTIONS 'FOR T,W, AKING r]~ ~ ~e .~,;. ~Site Specific Time Accounting ~m~et Permit # G. /o.~7.~ ]~ Site Specific Status Changes: Employee # ,~, Employee Signature ~ing (.~calj! State, of Federal) ~eegOry Activity Hours Date Code ~scri~tion ( 10tbs ,, Data Entered By: Date: CONTRACT OPTIONS FOR LEAKING TANKS Site Specific Time Accounting Sheet Permit # 3tt.~,~/.2 Site Specific Status Changes.: Employee # Employee Signature '~.~ Site Name or Address Funding i, State, of Fede ) ~t, egory Activity Hours Date ~e Code Description ( 10ths ) ..- " I ' Notes: '~', ~ - - " ' ' ~-....h-?-" 'u, F)~.-..~C- · '/i) '~' '"] / ''~ ..... ~. ,~, ,..;,'~. , ,? '~. . ,'~ .. Data Entered By: Date: Env. Healt~ 580 4113 137 (Rev. 5/89) ~' ~. Site Specific Time Accounting Sheet Permit # FI PO IT" site Specific status Changes: Employee # Employee Signature Site Name ~dress ' ~' ' I?~ ~I~./.~ Funding {(Loca/, State, of Federal) Cat~egory 'Activity Hours Date uo~e Code Description ( 10the , . ~'~-~. ,~. L~p--~ .o~ ~ = ,::~ ~~' .,~,'~'"""" ~ · ,~ ., , , ~~ O~ONS FOR ~~~ · '- . Site ~ecific. T~e Accosting ~eet Peet ~ ~!0~2t2 Site Specific S~s ~ges: ~loyee ~ ~loyee Si~e ~ ' ' site ~ or ~ess M~.~'i!~' ' ;~n~ ~5e~' s~, o~ ~era~) ~ego~ Activity Ho~s Date ~e ~e Description ( 10~s ) .:'-~t~' '~ ~ '~' ~'~--~' 'r~,' ' % rl ' ~' ~ , i'~' ' ~ Enter~ BY: Date: .Env. Health 580 ~113 1~ (Rev. 6/89) ., r,~ S FOR LEAKING ,~ Site Specific Time Accounting Sheet Permit # ~/.~/ ~ Site Specific Status Changes: Employee # Funding !'Loca~j State, of Federal) Cat. egory Activity Hours Date uo~e Code Description ( 1Orbs Notes: CONTRACT OPTIONS FOR LEAKING TANKS -- Site Specific Time Accounting Sheet Permit # .~;~,/.~ Site Specific Status Changes: - Employee # EmplOYee Signature Site Name or Address Funding (Local, State, of Federal) Cat, egory Activity Hours. Date ~e Code Description ( 10ths ) ""; 'A/~ ...... :~/' ,,.~..i?,.. Notes: ~ .,,. ,.. .. , p 5 '., .C'/,_; ~ ...,. . 4-,,." :--"~'/" ,. . ,, ! ?~'Y? :~ -~..-..?,t ',-"-~ Data Entered By: Date: ~u~.~a~t~ 580 a~ ~7 (~e~.5/8~) -, --,/,CONTRACT OP~ONS FOR T,W. AKING TANKS ~ .. Site Specific Time Accounting Sheet Permit # $]'0T~ IT Site Specific Status C~nges: Employee Employee Signature p~.,~) :,~_~,.~ Site Name .or~,Address Funding ({.Lo, c,a,!, State, of Federal) Cat~ egory Activity ' Hours !Date ~ ~x/e Code Description ( 10ths Data Entered BY: Date: CONTRACT OPTIONS FOR LEAKING TANKS Site Specific Time Accounting Sheet Permit # .~ ?~(...',~/,~ Site Specific' Status Changes: Employee # Site Name or Address ~in~ ~c~a,~, State, of Ceder~¢l Cat~ egory Activity Hours Date uo~e Code Description i( 10tbs ) .r.,ll,.z ',. t?- ~..,~,,.:x '- ., .r._u_~..t. ,~ ~,~' '"' '' Notes: ; ~, !.l .'....~ ,.'x.~u- ,.', :'--~ -~'i-~ -3 ~.. .:.., .... ., j, :'~ ,,~,:: ~,.'~,~ in?~, ~'~'~'~c~',~ ~. - ~F '~ .[ f-",r," ~1~ ~ .r./., x ~,i -~.,~ "~ I ~ .,~ ~ <.~,; .~ ?~-~ ~.~, ".,',~. ~..- 5 ..-~w' , Data Entered By: Date: '~O 4!1~.*1~?'?''' ~/89) ~I~ONTRACT OPTIONS FOR LEAKING ..~ Wite Specific Time Accounting P~,rm/,t ~ 3; ~/~ Site Specific Status Changes: Employee ~ Employee Signature, '~) ~f,,~ Funaing (:,~ca.~', State, of Federal). ~_~o~ ~ctivit~ ~o~ Code Description (lOths) Notes ~ '- ' ~ -( "~..~,.'.?~:.-, ,'.~J':.,,.-~ :~-~',~,;~-~ 4' ~ ' 7~4'':: :...M~ , ~'~' ' Da~ ~ter~ By: Date: CO~ O~IONS FOR ~~ Site ~cific T~e Accosting Sheet Pe~t ~- 3 / !~3 ~ ~ Site Specific S~tus ~gss: ~loyee ~ Site N~e or ~es'~ ~,/"~:~-~ ,.. ~ing ~cal, S~te, of F~eral) m ~e Description . ' (lO~s) -' ' Notes: ? ~ ~ ' '' " ',~.~ 5-'~...p-. ~ ~'~2 (73~"-~'~ ..... ""'~'"/"; ' ~." ~ ~ ~ . ,' ~ ~ ~ MESSAGE .... -"~..-', . -/ ~ ~ v . .' ~SIG TOPS ~ FORM ~003 ¥. Site Specii Permit '~ ' · 2: OF_ Site N~e , ~te ~e ~scripti. I~es: Data Entered By: ' Date: ', 'CONTRACT OPTIONS FOR LEAKING TANKS -' Site Specific Time Accounting Sheet ..... ~ , ~ Site Specific Status Changes: Employee Funding (Local, State, of. Federal) ~?o~ ~cti~it~ .o~s Date , Code Description ( 10tbs ) Notes: Data Entered By: Date: Env. Health 580 4113 137 (Rev. 5/89) OPTIONS FOR Site Specific Time Accounting Sheet Pe~- # ~/.6)C7/.'~. Site Specific Status Changes: ~mployee # ~ Employee Signature '?2 Site Name or Address ~ ~"1/,; Funding (Local, State, of Federal) Code- Code Description (10tbs) "!~/,..,; q / ~ >~' ,,- ' ' ? '4, / ,, t.., ,~ !,, ~ij o,..3-- · ', I / ..,j' ~ -. , ,",' ~ '%/' ~/ ' Data Entered By: Date: ; CONTRACT OPTIONS FOR LEAKING TANKS ' " Site Specific Time Accounting Sheet' Permit ~ ]iOOi~ Site Specific Status Changes: Employee # 13 ~ TAS~Q 4 Employee Signature t/' ,.~ .... ' ' Site Name or Address ~4_ANiT~LLZ Funding (Local, State, of Federal) ~eegOry Activity Hour~ Date Cxxte Description (10ths) ~7/90 ~ 15 ~PORT/DATA HLVi~W 0,5 Notes: REVIiS~ED FILE FOR JLACEMES? iNTO ?lie C.n ~. T. ~KOGRAM. Data Entered By: Date: 5n¥.~ea~tn 580 ~113 137 (Rev. gSE TII~ ~BIILL FOg OgWESTIG HHIPWfllT~ WITNIfl TNE ~MWMEMTAL U.~ A~S~ ANB HAWAII. ' ' PACKAGE ' ' , ~ · . . - ' -, :~'~-l:..,.l ~.'.~'~,..1. :'""" '~:~?'`:''''~:''''~''.' ...... :' .":.'-",'.'"":'."' ~'~'-.:':~'''''.' ""':" -'" '"" ", .... ' s~ , ~. c~ ~ ' ' . " ~ '"..'~ N~ a' ~. · ' '" ' ' ' · '" "1 .... ' ' "'-' ' '~' "~ ~ ' ' -' '"'~' '" I YO~ ~I~N~ ~EFE~ENCE'INFOR~A~ON [FI~T 24 CHA~CTERS WILL APP~ O~ INVOICE, . ~ ~ IF HOLD FOR ~CK-UP, ~ ~U~ A~ ~ '.~.,. ~ {... '. ,~ .. .' ~ ' v~ · . - ..-1' ~- . , . . O~' . .. ' '. ": · /. . .-- ' ' ' ' '" -' ..... ' - ....~O~r~ ..... ~.. ' ' ~ , ,, - ..... . · ' ~ I~o~ . ' .. - ' · ..... '~v~ - · ~ ~ .-~ ' ' . I ...... ' I 3~ 4D ~ / /'"'." ' ' .'.' . '" 9 ~ ~,~P ' "FED~.~pI~No. ~ ~au~o,z~F~i~r~d~'ffi~iP: /~ ........ " · ' --~ · ~'~km~twi~outob~iningad~iv~ag~re~°~l /11 II I~1 ~ . . ~ '" . ' ~9~ e: ' ~. ~~ CL I ENT: E' ~.~r ~~_: ...... ~ SAMPLERS: .... ~- ~ ~ .... ....... Sample Location Date Time Number of Tests Date " Number Oesqription ,,,Samoled SamOled Containers Required ,, Needed_by ~Ol ~nn,~inh~a B~N I ~ ( I Receivee By: Oi te Time Relinquished BY: ~ve~ay:uate Time A~linquish~d By:-' ReceiVed By: ......... 5ate m m T ~ :-" ,' AIN OF. CUS OIt ~ .... DATE: i! q iqO . PHONE NUMBER: ~65 - 3~- 377~_ - i. PROJECT NAME: .... ~~ ..~q P~ ........ ~ PROOECT MANAGER: ~ ~ ~J_~ ~, ~~ }' ' .S~PLERS: Sample Location Date Time Number o¢ Tests Date - ~um~e.r .m. Description Sam~jad .Sampled Containers Required Needed b~ Reli~uished By: ~ ~ .Received. By: Date Time ~ ~elinquished BYi - . ...... Received By: - Date Time, CHAIN OF CUST~)Y PHON[ NUMBER: PROJECT 'NAME: _ sample Location Date Time Number of Tests. Date Number Description Sam~._lm,ed Sampled Cg, nt_ainers Reouired Needed by khl ' m , ~ ~eceived By: 'bate ' Time" Relinquished By: '" --- Receiveh' ~: " bate ~ime :":" ~ CHAIN.OF CUSTOIY CLIENT: ~'}As r ............ -- PROJECT ~NAGER; _~ A~J~o.~ BI¢[r Bmr_g ~$ ..... · ' S~PLERS :' ~ I J_eB~ q 0 ...... Sample Location Date Time Number of Tests Date Numb..e..r ...... Description .. Sampled Sampled Containers Reautred Needed by Relin~isn6d' 3y: ~C)ived By: DaRk Time Rel in'~'ishad' By: ....... ReCeiveU gy: bate r'i~e CUSTODY LHAIN OF DATE: I ; q 0 CLIENT: · E'~t $_r __ . PHONE NUMBER: 3~ - ~W ~ ~ PROJECT NAME: ~u~[k~ ~q~s~ .~ ...... PROJECT ~NAGER: ~(,~l~ ~l~p_ , ~k~ ~_~,¢s~ .... I ~ SAMPLERs: ... N ~i t~_~_, ~ . _ Sample Location Date Time Number of Tests Date - Number__ ~ Oescript1.on Sampled .S.ampled Containers Required_ N.e,e.ded by ~linquished By:-' Received By: .......... !:.~'~, :~' · LHAIN OF CUST(~Y DATE: I PROJECT NAME: ~a~kkk~ Fo.~.s~ Pro&~ ..... -- SAMPLERS: .... N~il Sample Location ~/~{ Date Time Number of Tests Date - Number Descri )tion )led ed Containers uired Needad )ceivea ate Y: ~y: ate APPENDIX D CERTIFIED COMPACTION REPORTS Buena Engineers, Inc. AN EARTH SYS'T~MS. INC. COMPANY 2323 E STREET BAKERSFIELD, CA 93301 · (805) 324-4791 · FAX (805) 324-2712 January 31, 1990 !220-Avenia. a Camarilio, California Attn: Mr. Blair Co~lssion No. B-20203-B01 Re: Field Tank Backfill Manville Forestry. FaCility =.:.r,~ District Boulevard ~akers~. told, California Gentlemen: '" ABtached a£e uhe results of compaction tests taken in .~mandoned fuel tank areas of subject site. Ail 'testing was aut.~ur,~' ~-4-ed by .your field s:l~erintendent Rick Anacleto. , This report presents the .results of our compaction tests only and excludes any environment aspects of the site. No of the underlying soils were performed ~o de,ermine 5he adequacy of the soils to support the fill. and any future .~t::ucture. No certification as to r. he.suitabilitv of the site for future construction is intended, implied or shou.~d be constrt~ed. Two sep,ara~e ~ank areas were tess_ed. The ~xcavar. ion for tanks No. 2 through No'. 5 e:<tenJ, ed approxima~eiy ten (i0) zh== opening was [eet below the adjacent gr'.,-de. - approximately 65 feet long (north to south) a.'nd 40 feet wide, was approximately ten (!0) fee5 west ol the existing ~a~ · building and undermined the northern !oading ramp on south side of the excavation (tank No. 5 setting). The e'::c.~vat~,Dn for Tank .No. 6 extended approx-i.~:ately six (6) fe~.~ ~.-~ w adjacent: .qr:~de This opening wss ao~roximately z0 ~'~ .... roy '2_5 'feet VENTURA BAKERSFIELD (805) 642-6727 · (805) 324-4791 LANCASTER SANTA BARBARA PALM SPRINGS SAN LUIS OBISPO (805) 948-7538 (805) 966-9912 (619) 345-1588 (805) 544-6187 COUNTY ENVIRONMENTAL HEALTH SERVICES !DEPARTMENT ~eDortin~ ~r~on A~res$ ~o~e ~operty Owner ......................... ~ ................. AddresS_ ...... ~ .............. ~ ~one ~~~_ ....................... ~~~ _~...'~~~~~' .~ ~ ....... RESULTS OE I NV ESTI GATI ON Complainant notified of results ................................ Investigated by ..................................................................... ~. .............. Date .......................... Environmental Health 580 4113 2029 (Rev. 9/89 WORKSHEET FOR CLAIM FOR PAYMENT AMOUNT TO REFUND DATE RECEIVED ~EASON ~0~ REFUND ACC~UNTI:N~ SECTI DATE OF DEPOSIT AROD NO. DEPT. NO. REVENUE CODE NO. FUND NO. COUNTY HEALTH DEPARTMI 2700 M Stre~ HEALTH OFFICER ~ Bakersfield, California ENVIRONMENTAL HEALTH DIVISION Leon M Hebertlon, M.D. Mailin~ Address: DIRECTOR OF ENVIRONMENTAL HEALTH 1415 Truxtun Avenue ' ' ~ke~ield. Cal~ornia 9~ 1 Vernon S. Relcha~ ~NAGEMENT PROG~' EGONSTRUCT, U~N OR DESTROY A WELL MONITORING WELL APPLICATION A~OUNT PAID ~ APN: ~~/ FACILITY NAME ~Vf~ ~~ P~~ HOME PHONE NO. .A~PLicA~iUN: ADDRESS~ ~~ WORK PHONE NO. ,~~~ GATE~ . PROPOSED ADDRESS ~/~/ ~~/~ ~ DA E COMPLETION DATE ~~/~.. ~ ~/~ ON APPROVED LI3I ( ) YE5 ( ) NU LITHOLOGY LOGGING REVIEWED BY: ~ ~. aEPTH TO GROUNdWAtER & FLO~ DIRECTION PERFORMED BY: GENERAL CONOITIONS OF THE PER, IT: 1. Permit aoolications must be submitted ~o the Health Oeoartment at least 10 wo~kin~ days prior ~o the proooseo {:a'r'tino ,date. 2. Well site aoo¢oval ~s ~eoui~ed before beginning any work related to well construction. It is lawful to continue work Oast. the stage a: which an ms:~tion is n~ui¢~ unless inso~tion is waived o~ c~ole~ed. 3. O~her re~ui~ed insoec[ions include: conducto~ casing, all annula~ seals, and final construction features. ~. A ohone call to the OeDartment office is reouired On the morning of the day that work ~s to commence and 24 hours befo,e the placement of any seals or plugs. 5. Construction under this Permit is subject to any instructions by OeOartment representatives. ~. Any misreo~esenta~ion o~ non-comoliance with re~ui~ed Permit Conditions, issuance of a 'S~o~ Work O~de~.' 7. A co~y of ~he Deoa~tment of Water Resources O~itlen's ReDDer as well as copies of logs and wate~ ~uality analyses mus~ be submitted to ~he Health Oe:arCm~t within I~ days after'comoietien of the ~k. 8. A well destruction aoolication must be riled with this OeOa~tment if a well is ~eing destroyed that is not in conjuction ,i[h a test hole permit. 9. The De,mit is void on the ninetieth (90) calendar day afte~ date of issuance if work has not been started and reasonable p~ogress ~oward completion made. Fees are not refundable no~ ~ransferabie. [0.; have ~ead and agree co comply with the General Conditions noted above. , ~NF~., SI~NATUR'E OATE CO'ACTOR'S SIGNATURE OATE APPLICATION APPROVED BY: OATE: DISTMlCT OFFICES : ~.~ .- , .~, · ::' ~ .... ~'~ .. ..... .~ ~...: ., ,,,- ., ~ 511~ , ~:~ .. ,, .... :.i ..... .-. ~ "'...::',:~.~:,..,,: I I'.'1 I.~' ~ i i'''~i~ ' ' ...... -" :: ~:'~:,' ' ', ~ .. I.~ "}~ .......................... ~,'-'--...~ ~- -.._. · ~ .... , I:.,~,.-D.~ J %:, ~r.' ....... ":.:: ~ .,,'" 0 ': :u '':~ .... ~,' · % ~ ~¢~:~ · ~ ~ ~, , ,, . ,,, ~-- (...~--~. ~. <...~... o~ '~1~:,.:,¥ ..... ~:? ..... t.' ~ ' /'~i ,' ~ 3 --, %~ ~'-,, '-,, <~. · ' ....~.~...~.~ · .. .? ..... .. · , .,. · ..... . ........... ~ .... /~ ~o~ ~./11-'.:'~, '',. .... ..~_...~., ,- · ' !~ ;, · ':~:~ ' " ,.' · )~ ................. ' -. , :~?~,"--"-:~ t~1~ r, ' ' } '".." .... ~ i ~ ' ., , II ~ .... ~, ..~,., ~ . ]13 ,-. · " ~ * NV " -' --" ':'~" '~ ~ ' ' I .....' .... · ~ ' , "'".L ', ..... t:lc ~3'"':".'.: ...... ,,' / ~ ~' , ;,,~ .... . .,~ ] · ,, ,,, ~ / EXPLANATION "~ Above Ground 'ra~k, , ; MA'HUFACTURING BUILDIHG ' ........ Hazardous I Materials I ASPHALT Area I ............ Fotml CONCRETE Former Methyl Ethyl A/el 3'0 Ri. COVered Ketone 51orege Tenk By Aiph&t Cap "~-.c BRANCH. 5OLFI3.1ERN J'/'.CIR C ~]LRO.~D FIGURE 2 BORING LOCATION Manville Forest PrOduct. Bakersfield, Calilomia locking traffic box cmt/bent slurry .- ~: ~ ~ blank casing bentonit~ seal- i -'1 ,~c../,5-~ I II II I I ~AOV~NCEO ENVIRONMENIAL CONCEPTS ~C~ I · ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND ~00ASHE~OAD ~20~ , ~KE~SFIELD. CA93313 805/831-16d6 . FAX 805/831-1771 R E C E ! P T PAGE 04/02/91 Invoice Nbr. ~ 4?593 3:46 pm. KERN cOUNTY PLANNING & DEVELOPMENT 2700 'M' S-cpee~ Bakers¢ffe]d, CA 93301 Type of Order W (805) 881-2815 CASH REGISTER ADVANCED ENVIRONNENTAL Customer P.O.~ W~n By Order Oate Shffp Date Vffa Terms H0402912 RAR 04/02/91 04/02/91 DD NT L!ne Oescriptffon Ouantff~y Prfice Unfit Dfisc Total 1 ~ONITORZNG WELL 1 335.00 E 335.00 I700 Order To~a] 335.00 Amount.'Oue 335.00 Payment Made By Check 335.00 THANK YOU, AND HAVE A NICE DAY!