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Home My WebLink AboutMITIGATION I I I I ENVIRONMENTAL MANAGEMENT, INC. April 25, 2003 KHM Project D81-2600WL I I I I Mr. Steve Underwood City of Bakersfield Fire Department Preventative Services 1715 Chester Avenue, 3 rd Floor Bakersfield, California 93301 I I I I I I I I I I I Re: GRASP Site Assessment Report Shell Service Station 2600 White Lane Bakersfield, California Dear Mr, Underwood: KHM Environmental Management, Inc. (KHM), on behalf of EqiÜlon Enterprises LLC dba Shell Oil Products US (SHELL), has prepared this GRASP Site Assessment Report for the above referenced site (Figure 1). The Groundwater Assessment Program (GRASP) activities initiated at the above referenced site on January 20, 2003, revealed no detectable concentrations of petroleum hydrocarbons in the subsurface soil, which are detailed in this report, BACKGROUND GRASP is a voluntary initiative by SHELL to install groundwater monitoring wells at numerous retail service stations nationwide that do not have any active release cases' but have been identified to be in close proximity to one or more public water supply wells, The purpose of this program is to proactively monitor the groundwater beneath these sites and, in the event of a subsurface release, to respond quickly to protect pùblic wells from this impact. GRASP ASSESSMENT On January 20, 2003, KHM supervised the drilling of one exploratory soil boring (SB-1), Groundwater was not encountered and drilling was terminated at 111 feet below ground surface, 'Exploratory boring lithology and field observations are documented in a boring log presented in Appendix A. The ~aste inventory record sheet is included as Appendix B. 911 S. PRIMROSE AVENUE, SUITE K . MONROVIA; CALIFORNIA . 91016 . PHONE: (626) 256-6662 . FAX: (626) 256-62~3 REDMOND, WASHINGTON . (425) 558'0134 PORTLAND, OREGON -' CROCKETT, CALIFORNIA (503) 233·4068 (510) 787·6756 SAN JOSE, CALIFORNIA (408) 224·4724 I I I I April 25, 2003 Page 2 ~. ANALYTICAL FINDINGS Selective soil samples were taken during the drilling ohhis boring and subsequently analyzed for chemical impacts, The soil analytical results are summarized in Table 1 and presented in Figure 2, Certified analytical results andëhain-of-custody documentation for soil are presented in Appendix C. I I I 'I I If you have any questions regarding this site, please çontact Brad Clark (KHM) at (626) 256-6662 or Tony Palagyi (SHELL) at (425) 377-8530. Sincerely, . KHM ,Environmental Management, Inc. I I Shelby Valenzuela Staff Geologist· Bradley E, Clark, P.E. Senior Project Engineer I I I I I I I I cc: Tony Palagyi, Shell Oil Products US (PDF byemail without appendices) Isabel Mejia, Shell Oil Products US \ \Scrver\KI-IM_Data \Clicnis\....Shell\_Shell GRASP\_GRASP Sites\26QQ White Lane\2003-04.25_She-Assessment Report\Site Assessment Report(2600).doc I I I I I I I I I I I I I I I I I I I ATTACHMENTS: · Table 1 - Soil Analytical Data · Figure 1 - Site Location Map · Figure 2 - Hydrocarbon Distribution in Soil Map · Appendix A - Boring Log · Appendix B - Waste Inventory Sheet · Appendix C - Soil Laboratory Report and Chain-of-Custody Documentation I I I I I I I I I I I I I I I I I I I /~- S3 C'" - n> rIJ I I I I I I I I I I I I I I I I I I I TABLE l_ 1- - - - - - - - - .- - - - - - Table 1 Soil Analytical 2600 White Lane, - - - Data Bakersfield, California ND<0.25 ND<O,25 ND<0.25 ND<0.25 ND<0.25 ND<0.25 ND<O.OlO ND<O.OlO ND<O,OlO ND<O,OlO ND<O,OlO ND<O.OlO ND<O.OlO ND<O,OlO ND<O.OlO ND<O,OlO ND<O,OlO ND<O.OlO ND<O.OlO ND<O~010 ND<O,OlO ND<O,OlO ND<O.OlO ND<O.OlO ND<O,050 ND<O,050 ND<O,050 ND<0.050 ND<O,050 ND<0.050 ND<O,0050 ND<O,0050 ND<0.0050 ND<O,0050 ND<O,0050 ND<O,0050 ND<O,0050 ND<0.0050 ND<0.0050 ND<O,0050 ND<0.0050 ND<0.0050 ND<O,0050 ND<O,0050 ND<O,0050 ND<0.0050 ND<O,0050 ND<0.0050 ND<0.0050 ND<O,0050 ND<0.0050 ND<0.0050 ND<O,0050 ND<O.0050 ND<0.0050 ND<O,0050 ND<O,0050 ND<O,0050 ND<0.0050 ND<O,0050 ND<O,50 ND<O,50 ND<O,50 ND<O,50 ND<0.50 ND<0.50 25 30 35' 40 45 50 of 1 Page DIPE - Di-isopropyl ether ETBE - Ethyl tert-butyl ether TAME - Tert-amyl methyl ether TRPH - Total Recoverable Petroleum Hydrocarbons TPH- g and TPH- d quantified using EPA Method 8015M modified BTEX Compounds, MTBE, TBA, DIPE, ETBE, and TAME analyzed using EPAMethod 8260B 1 {2600LSoil Anal Data \\Khmserver\_KHMServer\..OataIClients\....5hell\..Shell GRASP\..GRASP Sitesl2600 White Lane\2003-04-xx_Site Assessment Reportl Table Notes: mg/kg - milligrams per kilogram ND - Not detected, see CARS for method detection limits NA - Not analyzed TPH-g - Total Petroleum Hydrocarbons as gasoline TPH-d - Total Petroleum Hydrocarbons as diesel MTBE - Methyl tert-butyl ether TBA - Tert-butvl alcohol I I I I I I I I I I I I I I I I I I I ~ .... (JC = ~ tn I I I I I - I I I I I I I I I . . I I I I I FIGURES I I I I I I I I I I I I I I I I I I I 119°03'00" W WGS84 119°00'00" W 119°02'00" W 119°01'00" W o o (0 N I '\""" CO o ø I~ OZ z "0 o "0 ~ LfJ '" fD o ~ Ü ill I Ü o ü -' TNt~N V 14" 119°02100" W , ...L- --..J ""'" ~_!€ET~tUXI~!OS Printed fmm TOPO! C2001 NðÛDnIIl Geographic HoJdings (www.topo.com) ~. SnE~ SHEll Oil PRODUCTS US SHEll SERVICE STATION BAKERSFIELD, CALIFORNIA . N FIGURE 1 SITE LOCATION MAP 2600 WHITE LANE BAKERSFIELD, CALIFORNIA - - N W<:>E S - - - - - - - - . SB- - - - UST (TYP) - - - .... - - o o <D N I ro o Õn: WW -,w 0:' n::o Il.Z )- ID ~ o '" Il. Il. « LEGEND EXPLORA TORY SOIL BORING LOCA TION AND DESIGNA TION TOTAL PETROLEUM HYDROCARBONS AS GASOLINE METHYL TERT -BUTYL ETHER SB-1. TPH-g MTBE TRASH ENCLOSURE TBA mg/kg ----wI NïR0:õ50 ND<0.050 ND<0.050 ND<O,050 ND<0.050 ND<0.050 - t'iA /22/2003 MTBE mg/kg ~ mRo.õ05o ND<0:0050 ND<O,0050 ND<O,0050 ND<0.0050 ND<0.0050 NA SB-1 Benzene mg/kg ~ NïRõ:õ05o ND<O,0050 ND<0.0050 ND<O,0050 ND<0.0050 ND<0.0050 NA TPH-g mg/kg NA ND<O,50 ND<O,50 ND<O,50 ND<0:50 ND<0.50 ND<O,50 NA ö Depth (feét) 10-20 25 30 35 40 ----;rs 50 55-1 Ii; D W '" U W I U ~a :~ ~ D~ TERT -BUTYL ALCOHOL TBA o MILLIGRAMS PER KILOGRAM NOT ÀNAL YZED NOT DETECTED " 30 00 mg/kg NO NA CANOPY (TYP) SIGN I I I I I I I DD [D D DDI o D D I I I I I I I SHELL OIL PROOUCTS US SHELL SERVICE STATION BAKERSFIELD, CALIFORNIA SCALE: FIGURE 2 HYDROCARBON DISTRIBUTION IN SOIL MAP 2600 WHITE LANE BAKERSFIELD, C!,-lIFORN\A PClG 035 MAP,dwg, 5/25/20031:50:49 PM, RlCOH AlIcia SOIL \\5erver\khm_data\ClientsLSheIlLShelf GRASPLGRASP Sltes\2600 White Lane\2003·04·x,,-Slte Assessment Report\Figure 2(2GOOLHYDROCARBON DISTRIBUTION IN I I I I I I I I I I I I I I I I I I I > "0 "0 ~ = :., .... ~ > I . I I I I I I I , I I 1 I' I I I I I I I ApPENDIX A BORING LOG I I PROJECT NO: D81-2600 CLIENT: Shell Oil Products (US) I~ORING NO: SB-l LOGGED BY Jim Harms LOCATION: 2600 White Lane, Bakersfield PAGE 1 OF 6 KHM DRILLER: BC2 DATE DRIUED: 1/20/2003 LOCATION MAP DRILLING METHOD: HSAlCME 95 BOREHOLE DIAMETER: 8" OD of auger See Figure 2 (Site Map) for location SAMPLING METHOD: SS Cal. Mod. BOREHOLE DEPTH: 111 ft of well. ENVIRONMENTAL CASING TYPE: N/A WELL DIAMETER: N/A MANAGEMENT SLOT SIZE: N/A WELL DEP1H N/A INCORPORATED GRAVEL PACK: N/A CASINGSTICKUP: N/A ELEVATION NORTHING EASTING Not Available Not Available Not Available Wen Completion M I:: ,..... -Z- 4.> .... I:: ,8 ç.... 4.> Sample " Water ... I:: .:a ,..... ~ 0.. ::I .... "- ß '" S '" '" >. ?' LITHOLOGY I DESCRIPTION ~ 4.> b ~ ... -;;; a b() a t:: 0::: 0.. -£ .5 Level 'õ 0 ð " 0 4.> ;>- - "t'; ..!<i ,;:E u Q t:: _ c... ;>- ... 'õ '" 0 '" U 4.> ...0 ". u ß '" '" U '" ¡¡: 0.."-' Q 4.> ..s p:¡ p:¡ 0::: Asphalt Cap & Base 1 2 3 damp 4- SM SAND, silty sand, brown, loose, fine to medium grained, silt 15%, trace clay, 40% medium sand, 40% fine sand, 5 micaceous 5%. 6 7 8 9 . 10 - damp O· 11 11 SM SAND, light grey fine to medium sand 60%, silt 40%, soft, . loose, no dry strength. 12 13 14- ...... ------------------------------- . . 15 , ," dry 0 17 16 SP SAND, tan fine to medium sand 90%, silt 10%, trace '-'-+ coarse sand, soft, no dry strength. - 17 18 19 "=- . dry 0 26 21 SP SAND, as above. 22 I I I I I I I I I I I I I I I I I I.. PROJECT NO: 081-2600 . LOGGED BY: Jim Harms I KHM ~~~::~ METHO~C2 HSNCME 95 SAMPUNG METHOD: SS Cal. Mod, ENYIR.ONMENTAL CASING TYPE:' N/A I MANAGEMENT, SLOT SIZE: N/A ~ INCOR.PORATED GRAVEL PACK N/A ELEVATION Not Available CliENT: Shell Oil Products (US) LOCATION: 2600 White Lane, Bakersfield DATE DRILLED: 1/20/2003 . BOREHOLE DIAMETER: . 8" 00 of auger BORE'HOLE DEPTH: 111 ft WHL DIAMETER: N/A . \NEU DEPTH: N/A CASING STICKUP: N/A NORTHING EASTING Not Available Not Available Well Completion' t>.O ¡:: ""' 'Z' Sample I!) .... ¡:: 0'- I!) I!) Water .... ¡:: .:e â '~ ~ ~ ¡::.. ..a I!) ~ ....... >-. >-. t>.O æ '" .... I!) þ '" .... ""; f- a ,~ Level 'õ ¡:: c:G ¡::.. I!)-~ -£ I!) > ~ ~ 0 ð ¡:: ....s > .... 'õ u u ::;E u a ¡::.. 0 I!) ~ I!) -6 I!) u .... en ~ U ~ 5: 0.. a I!) ..s o:¡ o:¡ c:G 23 24 25 damp o damp o damp moist o moist 0 I 19 26 27 28 29 30 26 31 32 33 34 35 21 36 37 38 39 40 17 41 42 43 44 BORING NO: SB-t PAGE 2 OF 6 LOCATION MAP See Figure 2 (Site Map) for location of well. LITHOLOGY I DESCRIPTION SP SAND, as above, SP SAND, tan fine grained sand 90%, silt 10%, soft no dry strength. SP SAND, tan fine to medium sand 95%, silt 5%, soft, no dry strength, SP SAND, as above, SM SILT, reddish brown silt 80%, 20% fine sand, very stiff, trace clay, no dry strength, I PROJECT NO: D81-2600 CliENT: Shell Oil Products (US) BORING NO: SB-l LOGGED BY: Jim Harms LOCATION: 2600 White Lane, Bakersfield PAGE 3 OF6 KHM DRIUER: BC2 DATE DRILLED: 1/20/2003 LOCATION MAP I DRILliNG METHOD: H5NCME 95 BOREHOLE DIAMETER: 8" OD of auger See Figure 2 (Site Map) for location SAMPliNG METHOD: S5 CaL Mod, BORE'HOLE DEPTH: 111ft of well. ENVIR.ONMENT AL CASING TYPE: N/A \NELL DIAMETER: N/A I MANAGEMENT SLOT SIZE: N/A WELL DEPTH N/A INCORPORATED GRAVEL PACK N/A CASING STICKUP: N/A ELEVATION NORTHING EASTING Not Available Not Available Not Available I Well Completion t>() ¡:: ---- -¡;-- Sample " 1:: ¡:: o - " " .... .:a ---- .- - ~ 0... Water .µ '- B " '" S '" '" ---- >-. >-. LITHOLOGY I DESCRIPTION t>() .µ " b ~ .... -;;; ¡- ~ ~ '" ¡:: 0:: 0... -£ " .~ Level . 'õ > 0 ð " 0 0... > .... 'õ u u ~ u a ¡:: - 0 " I '" "'0 '" " ..J:¡ " u .µ Cl) ¡:¡:¡ u ¡:¡:¡ ö: 0... ---- a " ..5 0:: 4-5 I damp 0 25 4-6 SM SILT, as above, 4-7 I 4-8 I 4-9 ------------------------------- 50 ".,.. I damp 0 23 51 ML SILT, reddish brown silt 60%, 40% fine sand, trace clay, slight plasticity, very stiff, low dry strength. 52 I 53 54- ------------------------------- ".,..' dry 0 32 56 SP SAND, reddish brown to light grey medium sand 60%, coarse sand 20%, fine sand and silt 20%, trace fine gravel, 57 soft, loose, no dry strength. 58 59 60 dry 0.1 32 61 SP SAND, reddish brown fine to medium sand 90%, silt 10% trace coarse sand, soft, no dry strength, 62 63 64- 65 dry 0 31 66 SP SAND, tan medium sand 60%, 40% fine sand and silt, soft, no dry strength. I I PROJECf NO: DB1-2600 LOGGED BY: Jim Harms KHM DRILLER: BC2 I· . DRIUlNG METHOD: HSA/CME 95 SAMPLING METHOD: SS Cal. Mod. ENVIR.ONMENT AL CASING TYPE: N/A MANAGEMENT SLOT SIZE: N/A INCORPORATED GRAVEL PACK: N/A £lEV A TIO~., Not Available CLIENT: Shell Oil Products (US) LOCATION: 2600 White Lane, Bakersfield DATE DRILLED: 1/20/2003 BOREHOLE DIAMITER: B" 00 of auger BOREHOLE DEPTH 111 ft WELL DIAMETER: N/A WELL DEPTH N/A CASING STICKUP: N/A NORTHING EASTING Not Available Not Available BORING NO: SB-1 PAGE 40F 6 LOCATION MAP See Figure 2 (Site Map) for location of well. I I 0() t:: '-'" Z' Sample Com letion (1) ... t:: 0 (1) (1) Water .... t:: .:.a Ê :;::: 1.0 J: 0... B (1) co ...... t' ~ ... (1) co '" ....... -¡¡; E- O() ~ '" t:: IX: 0... .b ~ -£ (1) ,5 Level 'õ 0 ð- (1) > > 0 .... 'õ '" u ::E u Q t:: 0... 0 (1) '" co (1) :::ë (1) u ... rJJ U c:¡ ¡¡: CJ... ....... Q (1) ..s IX: 67 68 69 dry 0.2 . 70 25 71 72 73 74 75 17 76 77 78 79 80 24 81 82 83 84 85 25 86 87 88 dry 0.2 dry 0,6 damp o I LITHOLOGY / DESCRIPTION SP SAND, as above, grey in color. SP SAND, as above, trace coarse sand, SP SAND, tan medium sand 80%, 10% silt, 10% coarse sand,' trace fine gravel, soft, no dry strength, ------------------------------ ...... SM SAND, grey fine sand 60%, silt 40%, soft, no dry strength, PROJECT NO: D81-2600 . LOGGED BY: Jim Harms DRILLER: BC2 DRILLING MITHOD: HSAlCME 95 SAMPLING MITHOD: SS Cal. Mod. ENVIRONMENTAL CASING TYPE N/A MANAGEMENT SLOT SIZE: N/A INCOR.PORATED GRAVEL PACK: N/A ELEVATION Not Available I 'H BORING NO: SB-1 PAGE 5 OF 6 CLIENT: Shell Oil Products (US) LOCATION: 2600 White Lane, Bakersfield DATE DRILLED: 1/20/2003 BOREHOLE DIAMETER: 8" OD of auger BORE'HOLE DEPTH: 111 ft WELL DIAMETER: N/A WELL DEPTH: N/A CASING STICKUP: N/A NORTHING EASTING Not Avàilable Not Available e 0{) :: .--. Z' Sample Com letion <j) .µ :: 0 <j) I!) .:a - Water ..... :: â '¡oj ....... ~ c.. =' I!) '" '" >-, ~ ~ .µ <j) .þ OJ '-' .... '" ¡..... 0.0 ~ :: c... ~ .p <= ,5 Level '8 IX <j) > 0 ð I!) 0 > .... - OJ u ::E u Q :: ¿ c... 0 <j) '8 '" "'. <j) <j) u .µ VJ U c::¡ P::: c.. Q <j) ..s IX 89 90 damp 0 damp 0 damp 0 damp 0 23 25 42 35 91 92 93 94- 95 96 97 98 99 100 101 102 103 104- 10? 106 107 108 109 110 LOCATION MAP See Figure 2 (Site Map) for location of well. LITHOLOGY I DESCRIPTION SM SILT, grey silt 60%, fine sand 40%, tight, medium stiff, no dry strength, trace clay and very slight plasticity , SM SILT, as above, SM SILT, grey silt 80%, fine sand 20%, soft, no dry strength, minor iron staining. . SM SAND, light brown to grey fine sand 80%, silt 20%, soft, no dry strength. I PROJECT NO: 081-2600 CLIENT: Shell Oil Products (US) I BORING NO: SB-l --" LOGGED BY: Jim Harms LOCATION 2600 White Lane, Bakersfield. PAGE 6 OF 6 KHM DRILLER: BC2 DATE DRILLED: 1/20/2003 LOCATION MAP DRILLING METHOD: HSAlCME 95 BOREHOLE DIAMETER: 8" 00 of auger See Figure 2 (Site Map) for location SAMPLING METHOD: SS Cal. Mod, BOREHOLE DEPTH: 111 ft of well. ENVIRDNMENT AL CASING TYPE: N/A WELL DIAMETER: N/A I MANAGEMENT SLOT SIZE: N/A WELL DEPTH: N/A INCOR-PORA TED GRAVEL PACK N/A (ASING STICKUP: N/A ELEVATION NORTHING EASTING I Not Available Not Available Not Available WeB t:>() ~ Completion ¡::: ¡::: ..-... Sample (1) (1) ..j .:.e o - (1) Water .... c:: ..-... .- - ~ 0... ..... ""- - .z (1) os S os '" >-, >-, LITHOLOGY / DESCRIPTION ..... (1) .... '" ¡- ~ t:>() <2 '" c:: c:>:: 0... !:3 ;: ~ (1) ,5 Level 'õ > ~ 0 0... (1) 0 > .... 'õ I~ '" ¿¡ U 0'-' c:: _ 0... 0 (1) os '" (1) ..0 " u ..j (/) U C:Q 5: 0... '-' CI " oS c:>:: dry 0 36 111 SM SAND, as above. I - 112 I 113 114 115 116 I 117 . , I 118 119 I 120 1 121 , 122 '- I 123 124 I 125 I 126 127 'I 128 129 I 130 1 131 . 132 1- . I I 1 I I I I I I 1 1 1 I 1 I, I I 1 I 1 > "0 "0 ~ = Q. .... ~ t:= I I I I I I I I I I I I I I I I· I I I APPENDIX B WASTE INVENTORY SHEET I I I I I, WASTE INVENTORY RECORD' Page /, òf I I/U /0 -:5 . r. .. 'D%I-~~D '2-(pCO LV h/1-¿ WUtL: 1x:, ~(" 5/-;'(/4 . , . , Location/SS# Date Generated Project No. .5helJ Client ç¡; 0'\1' Har i'Y1 .::>. Date Removed FiEild Technician Well or Depth Type of Waste Dê!te Drum & ID q"t" Comments' Bo(ing 10 . . (Interval) Waste Volume Generated Stock Pile and (wet,odof,chemical 1 Designation constituents, etc.) 5Þ- J D-Z-t> '5 f); I ,Sqq! . II~D Þæ~ I .5:>,. I C V 1i-11'1 I? 5- - I to - LIt> I DI<.-2 l/() -.It- tJ Þ ", -3' I - Cto...~D . Df(-'1 I .. Vt-~'7 J SO - 1'00 , St? - , 100 - II 0 D~·Co '5Da -t flIt;. sftc ~- -- ()Ja~· DC-J ~'rð~" ~4~ - . .. -.. . ..n . . , .' I~ ., ~~ a~ Ê ~ , I 1-- I I I I I I I I Sketch, Locations of Waste ·f tJ· \\,\'J' ~ ~~~7 \j\j - , i? G:-I·~(1 . {V _ ~. K. " w", Stock Pile on site . 8. Volume T atal Number of Drumsat.Site 7 I I I I I I I I I I I I I I I I I I I > "C "C ~ = Q. _. ~ ~ I I I I I I I I I I I I' I I I I I I I ApPENDIX C ' SOIL LABORATORY REPORT AND CHAIN'-OF-CUSTODY DOCUMENTATION I I I I I I I I I I I I I I I I I I I s ' _a/science - ~nvironmenta/ .. aboratories, Inc. . January 28, 2003 Brad Clark' , KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 Subject: Calscience Work Order No.: Client Reference: 03-01-1094 2600 White Lane, Bakersfield, CA Dear Client: Enclosed is an analytical report for the above-referenced project. The samplès included in this report were received 1/22/2003 and analyzed in accordance with the attached chain-of-custody, Unless otherwise noted, all analytical testing was accomplished in accordance with the ,guidelines established in our Quality Assurance Program Manual, applicable standard operating procedures, and other related documentation. The original report of any . subcontracted analysis is provided herein, and follows the standard Calscience data package. The results in this analytical report are limited to the samples tested and any reproduction thereof must be made in its entirety. If you have any questions regarding this report, please do not hesitate to contact the undersigned. Michae J Crisostomo Quality A surance Manager 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I' iÆ _ alscience ANAL YTICAL REPORT - §nvironmental I S aboratories, Inc. KHM Environmental Management Date Received: 01/22/03 911 South Primrose Avenue, Unit K Work Order No: 03-01-1094 I Monrovia, CA 91016-0000 Preparation: EPA 50308 Method: EPA 8015M I Project: 2600 White Lane, Bakersfield, CA Page 1 of 2 Lab Sample Date Date Date I Client Sample Number Number Collected Matrix Prepared Analyzed QC Batch ID I Parameter Result RL DF Qual Units TPH as Gasoline ND 0,50 mg/kg Surrooates: REC (%) Control Qual I Limits 1,4-Bromofluorobenzene 89 44-122 I Parameter Result RL DF Qual Units TPH as Gasoline ND 0,50 mglkg I Surrooates: REC(%) Control Qual Limits 1.4-Bromofluorqbenzene 87 44-122 I Parameter Result RL DF Qual Units I TPH as Gasoline ND 0,50 mg/kg Surrooates: REC(%) Control Qual Limits 1,4-Bromofluorobenzene 92 44-122 I Parameter Result RL DF Qual Units I TPH as Gasoline ND 0,50 mg/kg Surrooates: REC(%) Control Qual Limits I 1,4-Bromofluorobenzene 90 44-122 I Parameter Result RL DF Qual Units TPH as Gasoline ND 0,50 mg/kg Surrooates: REC(%) Control Qual I Limits 1,4-Bromofluorobenzene 90 44-122 I RL - Reporting Limit OF . Dilution Factor , Qual - Qualifiers I 7440 Lincoln Way, Garden Grove, CA 92841-1432 . TEL: (714) 895-5494 . FAX: (714) 894-7501 I I I I I æ _a/science - §nvironmenta/ .. aboratories, Inc. KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 ANALYTICAL REPORT Date Received: Work Order No: Preparation: Method: 01/22/03 03-01-1094 EPA 5030B EPA 8015M Project: 2600 White Lane, Bakersfield, CA Page2of2 Client Sample Number Lab Sample Number Date Collected Matrix Date Date Prepared Analyzed QC Batch 10 I I I I I I I Parameter Result RL OF Qual Units TPH as Gasoline . NO 0,50 mg/kg' Surrooates: REC(%) Control Qual Limits 1 ,4-Bromofluorobenzene 87 44-122 Parameter Result RL OF Qual Units TPH as Gasoline NO 0,50 mg/kg Surrooates: REC(%) Control Qual . Limits 1 ,4-Bromofluorobenzene 82 44-122 I I I I I I I RL - Reporting Limit, OF -Dilution Factor. Qual - Qualifiers 7440 Lincoln Way, Garden Grove,CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I !E _a/science ANAL YTICAL REPORT ... nvironmental I .. aboratories, Inc. KHM Environmental Management Date Received: 01/22/03 911 South Primrose Avenue, Unit K Work Order No: 03-01-1094 I Monrovia, CA 91016-0000 Preparation: EPA5030B Method: EPA 8260B I Project: 2600 White Lane, Bakersfield, CA Page 1 of 3 Lab Sample Date Date I Client Sample Number Number Collected Matrix Prepared QC Batch 10 I Parameter Result RL OF Qual Units Parameter Result RL OF Qual Units Benzene NO 0,0050 mg/kg Tert-Butyl Alcohol (TBA) NO 0.050 mg/kg Ethylbenzene NO 0.0050 mg/kg Oiisopropyl Ether (OIPE) NO 0.010 mglkg I Toluene NO 0.0050 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0.010 mg/kg p/m-Xylene NO 0.0050 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0.010 mg/kg o-Xylene NO 0.0050 mg/kg Ethanol NO 0.25 mg/kg Methyl-t-Butyl Ether (MTBE) NO 0.0050 mg/kg I Surrooates: REC(%) Control Qual Surrooatés: REC (%) Control Qual Limits Limits Oibromofluoromethane 99 79-127 Toluene-d8 97 84-114 1,4-Bromofluorobenzene 89 68-116 I Parameter. Result RL DF Qual Units Parameter Result RL DF Qual Units I Benzene NO 0.0050 1 mg/kg Tert-Butyl Alcohol (TBA) ND 0.050 mg/kg .Ethylbenzene NO' 0,0050 1 mg/kg Oiisopropyl Ether (DIPE) ND 0,010 mg/kg Toluene NO 0.0050 1 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0.010 mg/kg p/m-Xylene NO 0,0050 1 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0.010 mg/kg I o-Xylene NO 0.0050 1 mg/kg Ethanol ND 0,25 mg/kg Methyl-t-Butyl Ether (MTBE) NO· 0.0050 1 mg/kg Surrooates: REC(%) Control Qual Surrooates: REC(%) Control Qual Limits Limits I Oibromofluoromethane 101 79-127 Toluene-d8 96 84-114 1 ,4-Bromofluorobenzene 89 68-116 I Parameter Result RL OF Qual Units Parameter Result RL DF Qual Units Benzene NO 0.0050 mg/kg Tert-Butyl Alcohol (TBA) ND 0.050 mg/kg I Ethylbenzene NO 0.0050 mg/kg Oiisopropyl Ether (DIPE) NO 0,010 mg/kg Toluene ND 0.0050 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0,010 mg/kg p/m-Xylene NO 0.0050 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0,010 mg/kg o-Xylene NO 0,0050 mg/kg Ethanol NO 0,25 mg/kg Methyl-t-Butyl Ether (MTBE) NO 0.0050 mg/kg I Surro~ates: REC (%) Control Qual Surrooates: REC(%) Control Qual Limits Limits Oibromofluoromethane 104 79-127 Toluene-d8 96 84-114 1,4-Bromofluorobenzene 90 68-116 I I RL - Reporting Limit OF - Dilution Factor Qual - Qualifiers I 7440 Lincoln Way, Garden Grove.CA 92841-1432 . TEL: (714) 895-5494 . FAX: (714) 894-7501 I I æ _a/science - gnvironmenta/ .. aboratories, Inc. KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 ANALYTICAL REPORT I I Date Received: Work Order No: Preparation: Method: 01/22/03 03-01-1094 EPA 5030B EPA 8260B I Project: 2600 White Lane, Bakersfield, CA Page 2 of 3 I Client Sample Number Lab Sample Number Oate Collected Matrix Oate Oate Prepared Analyzed QC Batch 10 I Parameter Result RL OF Qual Units Parameter Result RL OF Qual Units Benzene NO 0.0050 mg/kg Tert-Butyl Alcohol (TBA) NO 0.050 rnglkg Ethylbenzene NO 0,0050 mg/kg Oiisopropyl Ether (OIPE) NO 0,010 mg/kg Toluene NO 0.0050 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0,010 mg/kg p/m"Xylene NO 0,0050 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0.010 mg/kg o-Xylene NO 0,0050 mg/kg Ethanol NO 0.25 mg/kg Methyl-t-Butyl Ether (MTBE) NO 0.0050 mg/kg Surroqates: REC(%} Control Qual Surroqates: REC(%} Control Qual Limits Limits Oibromofluoromethane 98 79-127 Toluene-d8 . 96 84-114 1,4-Bromofluorobenzene 90 68-116 I I I I I Parameter Result RL OF Qual Units Parameter Result RL OF Qual Units Benzene NO 0.0050 mg/kg Tert-Butyl Alcohol (TBA) NO 0,050 1 mg/kg Ethylbenzene NO 0,0050 mg/kg Oiisopropyl Ether (OIPE) NO 0.010 1 mg/kg , Toluene NO 0,0050 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0.010 1 mglkg .p/m-Xylene NO 0.0050 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0,010 1 mg/kg o-Xylene NO 0.0050 mg/kg Ethanol NO 0,25 1. mg/kg Methyl-t-Butyl Ether (MTBE) NO 0,0050 mg/kg Surroqates: REC(%} Control Qual Surroqates: REC(%} Control Qual Limits , Limits Oibromofluoromethane 100 79-127 Toluene-d8 96 84-114 1 ,4~Bromofluorobenzene 90 68-116 I I I Parameter Result RL OF Qual Units Parameter Result RL OF Qual Units Benzene NO 0.0050 mg/kg Tert-Butyl Alcohol (TBA) NO 0,050 mg/kg Ethylbenzene NO 0,0050 mg/kg Oiisopropyl Ether (OIPE) NO 0.010 mg/kg Toluene NO 0.0050 mg/kg Ethyl-t-Butyl Ether (ETBE) NO 0.010 mg/kg p/m-Xylene NO 0.0050 mg/kg Tert-Amyl-Methyl Ether (TAME) NO 0,010 mg/kg o-Xylene NO 0,0050 mg/kg Ethanol NO 0.25 mg/kg Methyl-t-Butyl Ether (MTBE) NO 0.0050 mg/kg Surroqates: REC(%) Control Qual Surroqates: REC(%) Control Qual Limits Limits Oibromofluoromethane 98 79-127 Toluene-d8 97 84-114 1,4-Bromofluorobenzene 89 68-116 I I I RL - Reporting Limit. DF - Dilution Factor . Qual - Qualifiers I 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I I I I I I I I I I I, I I I I I I I f!j _a/science - j'vironmenta/ &. aboratories, Inc. KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 ANALYTICAL REPORT Date Received: Work Order No: Preparation: Method: 01/22/03 03-01-1094 EPA 5030B EPA 8260B' Project: 2600 White Lane, Bakersfield, CA Page 3 of 3 Client Sample Number Lab Sample Number Date Collected Matrix Date Date Prepared Analyzed QC Batch ID Parameter Result RL DF Qual Units Parameter Result RL DF. Qual Units Benzene ND 0.0050 mg/kg Tert-Butyl Alcohol (TBA) ND 0.050 mg/kg Ethylbenzene ND 0.0050 mg/kg Diisopropyl Ether (DIPE) ND 0,010 mg/kg Toluene ND 0.0050 mg/kg Ethyl-t-Butyl Ether (ETBE) ND 0,010 mg/kg p/m-Xylene ND 0,0050 mg/kg Tert-Amyl-Methyl Ether (TAME)' ND 0,010 mg/kg o-Xylene ND 0,0050 mg/kg Ethanol ND 0.25 mg/kg Methyl-t-Butyl Ether (MTBE) ND 0,0050 mg/kg Surrooates: REC(%) Control Qual Surrooates: REC(%) Control Qual Limits Limits Dibromofluoromethane .97 79-127 Toluene-d8 96 84-114 1,4-Bromofluorobenzene 90 68-116 RL - Reporting Limit, OF - Dilution Factor, Qual - Qualifiers 7440 Lincoln Way, Garden Grove, CA92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I I I I I I I I I I' I I I I I I I' I æ _a/science - iffnvironmenta/ ... aboratories, Inc. Quality Control - Spike/Spike Duplicate KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 Date Received: Work Order No: Preparation: . Method: 01/22/03 03-01-1094 EPA 5030B EPA 8015M Project: 2600 White Lane, Bakersfield, CA Quality Control Sample 10 Date Prepared Date Analyzed MS/MSD Batch Number Matrix Instrument Parameter MS %REC %REC CL RPD CL MSD %REC RPD Qualifiers TPH as Gasoline 63-123 11 0-20 99 89 " 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I I I I I I I I I I I I I I I I 'I I æ _a/SCience - ªnvironmenta/ .. aboratories, Inc. Quality Control - LCS/LCS Duplicate KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 Date Received: Work Order No: Preparation: Method: 01/22/03 03-01-1094 EPA 5030B EPA 8015M Project: 2600 White Lane, Bakersfield, CA Quality Control Sample ID Date Prepared LCS/LCSD Batch Number Matrix Instrument Date Analyzed Parameter LCS %REC 110 LCSD %REC 101 RPD 9 RPD CL Qualifiers 0-21 %REC CL TPH as Gasoline 71-125 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I, I I I I I I I I Ii I I I I' I I' I I iË _ a/science . - gnvironmenta/ £,; aboratories, Inc. Quality Control - Spike/Spike Duplicate KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 Date Received: Work Order No: Preparation: Method: Project: 2600 White Lane, Bakersfield, CA Instrument Date . Prepared Date Analyzed Quality Control Sample ID Matrix 01/22/03 03-01-1094 EPA 5030B EPA 8260B MS/MSD Batch Number Parameter MS %REC MSD %REC %REC CL RPD RPD CL Qualifiers Benzene 98 98 72-127 0 0-25 Carbon Tetrachloride 87 87 70-130 0 0-25 Chlorobenzene 102 101 - 72-131 1 0-25 1,2-Dichlorobenzene 100 101 70-130 1 0-25 1,1-Dichloroethene 107 106 69-127 1 0-25 Toluene 97 97 75-124 0 0-25 Trichloroethene 84 83 60-137 1 . 0-25 Vinyl Chloride' 107 112 70-130 4 0-25 Methyl-t-Butyl Ether (MTBE) 91 91 80-120 0 0-25 Tert-Butyl Alcohol (TBA) 80 82 60-140 2 0-25 Diisopropyl Ether (DIPE) 102 101 60-140 1 0-25 Ethyl-t~Butyl Ether (ETBE) 96 96 60-140 0 0-25 Tert-Amyl-Methyl Ether (TAME) 86 87 60-140 1 0-25 Ethanol 97 98 60-140 0 0-25 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714)895-5494 · FAX: (714) 894-7501 I I, I I I I I I I, I I I I I I I I I ~ a/science - jlvironmental ... aboratories, Inc. Quality Control - LCS/LCS Duplicate KHM Environmental Management 911 South Primrose Avenue, Unit K Monrovia, CA 91016-0000 Date Received: Work Order No: Preparation: Method: 01/22/03 03-01-1094 EPA 5030B EPA 8260B Project: 2600 White Lane, Bakersfield, CA Quality Control Sample ID Date Prepared LCS/LCSD Batch Number Matrix Instrument Date Analyzed Parameter LCS %REC LCSD %REC %REC CL RPD RPD CL Qualifiers Benzene 99 100 72-127 1 0-25 Carbon Tetrachloride 88 89 70-130 1 0-25 Chlorobenzene 106 105 72-131 1 0-25 1,2-Dichlorobenzene 104 104 70-'130 1 0-25 1,1-Dichloroethene 109 108 ·69-127 0 0-25 Toluene 99 99 75-124 0 0-25 Trichloroethene 86 86 60-137 0 0-25 Vinyl Chloride 114 113 79-118 1 0-25 Methyl-t-Butyl Ether (MTBE) 93 94 80-120 1 0-25 Tert-Butyl Alcohol (TBA) 84 86 60-140 2 0-25 Diisopropyl Ether (DIPE) 103 104 60-140 1 0-25 Ethyl-t~Butyl Ether (ETBE) 98 99 60-140 1 0-25 Tert-Amyl-Methyl Ether (TAME) 90 90 60-140 1 0-25 . . Ethanol 99 105 60-140 6 0-25 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 · FAX: (714) 894-7501 I I I I I I I, I I I, I I I I I I I I 1\ ~alsèience GLOSSARY OF TERMS AND QUALIFIERS - gnvironmental I., aboratories, Inc. Work Order Number: 03-01-1094 Qualifier Definition ND Not detected at indicated reporting limit. 7440 Lincoln Way, Garden Grove, CA 92841-1432 · TEL: (714) 895-5494 . FAX: (714) 894-7501 I I I I, I I Ii I' I I, I: I.' I I I: I I I "I' . WORK ORDER #: 03·0 [2] . [Z] lQ] [fJ [iJ Cooler -L of-l-- SAMPLE RECEIPT FORM CLIENT: /(/1»1 DATE: . .. TEMPERATURE - SAMPLES RECEIVED BY: CALSCIENCECOURIER: Chilled, cooler with temperature blank provided. . ..9b-il1ed,cOOler without temperature blank. ~Chilled and placed in cooler with wet ice. Ambient and placed in cooler with wet ice, '.--;:-;- Ambient temperature. ~ °c Temperature blank, LABORATORY (Other than Calscience Courier): °c Temperature blank. ° C IR thermometer. Ambient temperature. \ Initial:~ Sample(s): . Cooler: No (Not Intact) : Not Applicable (N/A): Initial: CUSTODY SEAL INTACT: SAMPLE CONDITION: . ~. Chain-Of-Cust~dy docurnent(s) received with samplesuuu.uu.u....u. ~..... No NJA Sample container label(s) consistent with custody papers.", '.. ,., ,,' .., ",., --------u /. .,... Sample conta.iner(s) intacfandgoodcondition.... ,........... ...... ...,;. '" ,...,~:... Correct containers for analyses requested,.. ,.. .., '" ." ,., ". ." '" .., .,.....,.., ... .~. , Proper preservation noted on sample label(s)..........;."..,..,.....; '...,.,.... . ... . . . . VOA vial(s) free of headspace. '" ,., '" ". .., ,., ". ... .",.; ,,' .,.., ,,' .., ... "... ". . .. Tedlarbag(s) free of condensation.., ,'. ... ,,' ... .., ...... ... ... .,. ..".~ ... ... .,.... Initial: COMMENTS: .. _. - II~ P"-ctJle's dflfn cftus\!Øy Record- INCIDENT NUMQER (S&EÓNL Y) ~1 lI!ft'e Manager to be invoiced - -' ~\";I~NV-'EN~ , LABORATORIES,INC . DATE:_1'20/03 _1_ -' I I CONSULTANT PROJECT NO, D81-2600 WL 7440 Lincoln Way Garden Grove, CA 92841-1432 (714) 895·5494 (714) 894-7501 fax SAMPUNG COMPANY: KHM Environmental Management ADDRESS: 911 S. Primrose Ave., Monrovia CA PROJECT CONTACT (HarticoPY 01' PDF Report to): Brad Clark ,_ì PAGE: ;.:~1P;i~~ CRMT 'NUMBER(TS/CRMT) . 1 3T5rõT6/a ~ding E-MAIL: THONE NO. 1626-256-6662 Tony Palagyi , SITE ADDRESS (Street and City): 2600 WHite Lane, Bakersfield EDF OEUVERABL:E TO (Responsib)e Party or Designee): LAB USE ONLY 0/ -/07;/ bclark@khm1,com REQUESTED ANALYSIS , Brad Clark Jim Harms FA>< E-MAIL: 626-256-6662 626-256-6263 bclark@khm1,com TURNAROUND TIME (BUSINESS DAYS):. o 10 DAYS 0 5 DAYS 0 72 HOURS 0 48 HOURS 0 24 HOURS 0 lESS TItAN 24 HOURS o LA - RWQCB REPORT FORMAT DUST AGENCY: FIELD NOTES Container/Preservative or PID Readings or Laborato.ry Notes TEMPERATURE ON RECEIPT C' II Õ Z II II (I) è ~ ê ¡;:: c o o ãì .. ... .. !2. w m ... ::E Ê II> ~ C> !!!. .. :ëi ß u ~ )( w ãi .. .. ë :J: D.. I- cD .... ¡¡ .. o D- .. ë .. ,g ... VI .. I- ¡ø. ... 0> ì5 :;: I- III ~ .. .. VI IV (! ." .. )( ¡¡: 5 a. IV > Ê <0 ::¡: ... :;: I- '" ~ :J: D.. I- .. o a. .. > íñ Ô t:. ... .. ::¡ :; u.. .. o o > 5 a. .. > íñ ~ Ô t:. w m I- :;: >< W I- m .. o ~ .. o a. IV > a:i ~ :J: D.. 0:: I- íiì ~ ... C> !!!. ~ IV E o ~ ." $ IV c: .. '" o ¡¡ :J: .. o ~ .. ~ .. õ > .. ,g c: ~ u ~ )( W II> ... C> II> c( D.. W íiì C> 10 ... !!!. c( o c ~ ~ oil m c w ::¡ íiì ::¡ .0:: C> 0:: .c 10 ... .c a. !!!. a. a. a. II> ,.. II> 0 .D §: íiì m m C> ~ C> .. <0 ... 10 J!I ... C> N !!!. Õ !!!. !!!. .. c: Õ c: w w .. c: .. m m '" IV 5 ,.. l- I- )( .c: .. :;: :¡; 0 w :¡; X X (, .K y ( .. :ëi .. CD E' ::I D.. ui .. (9 X :J: W D.. l- I- m X X }C ~ HIGHEST per BORING _ ALL--,-, CHECK BOX IF EDD IS NOT NEEDED 0 NO. OF CONT, I MATRIX - soi SOil soi soi soi' soi' soi Field Sample Identification GCIMS MTBE CONFIRMATION: HIGHEST SPECIAL iNSTRUCTIONS OR NOTES: Please fax to Brad Clark ASAP 5b - 101 2.5 Sb - I c::{ 5'r> Sb -ld s:S 5b- /4 t.I D 51? - Id L{5 Sb - 14 ~ò . LAs '.USE·· ,ONLY'. IT..··.'...·...·...·..·...·.·. l2L ,.·..·.,.17,. ..... .):\¿., ",,'\ ~ v " - N o ,... '" do '" '" ;¡:- ;; " :ë a. E C> o o!J o T¡ç & tJ iiiñë: T"Jy §CJ Date: '/~o/ ~ D!; ~0 7 -~ soi ReC;¡;ed ~ ----. ~ Received by: (SI re ::----' - Received by: (S¡9W' - soi soi Equiva Project IØ~~~i@Miffli## Id#!$#!~~~~: t:.tí~~W*W lõG'Cõ'õ'E:' KHMM Rell ignalure) DISTRIB~