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Home My WebLink About2140 e brund ust closure caseCALIFORNIA Water Boards Central Valley Regional Water Quality Control Board Lloyd Childers 6107 Roundup Way Bakersfield, CA 93306 EDMUND G. BROWN JR. GOVERNOR MATTHEW RODRIQUEZ SECRETARY FOR ENVIRONMENTAL. PROTECTION 29 September 2016 MONITORING WELL DESTRUCTION, UNDERGROUND STORAGE TANK RELEASE, FREEWAY LIQUOR STORE, 2140 EAST BRUNDAGE LANE, BAKERSFIELD, KERN COUNTY, RB CASE 5715000821, CUF CLAIM NO. 15846 The State Water Resources Control Board (State Board) issued Order WQ 2015-0169-UST (Order), dated 16 November 2015, which requires proper destruction of monitoring wells at the subject underground storage tank (UST) release site, unless the owner of the real property certifies that the wells will be maintained in accordance with local or state requirements. The Order also requires that within six . months of the date of the Order, waste piles, drums, debris and other waste derived from the investigation, of the release will be removed from the site and properly managed, and that documentation of well destruction and waste removal will be submitted to the Central Valley Regional Water Quality Control Board (Central Valley Water Board). Central Valley Water Board staff has not received the required documents or been notified that the wells have been destroyed. Your consultant, E2C Remediation recently indicated that they will be conducting well destruction. You need to ensure that well destruction and waste removal are completed as soon as possible. Once the appropriate documentation has been received, and a final site inspection has been conducted by Central Valley Water Board staff, the State Board will prepare a closure (no further action) letter. All submittals need to be uploaded to the GeoTracker database. Paper copies are not normally required, but Central Valley Water Board staff may request copies of a report, data tables, or maps and figures, in certain instances. Should you have any questions regarding this matter, please contact John Whiting at (559) 445-5504 or,by email at iwhitinqCcD-waterboards.ca.gov. JOH D w D. WHITING SHELTON R. GRAY Engineering Geologist PG 5951 Senior Engineering Geologist cc: Pat Cullen, SWRCB, Underground Storage Tank Cleanup Fund, Sacramento Craig Perkins, Bakersfield Fire Department, Bakersfield Aiguo Xu, E2C Remediation, Roseville Tony Bal, TMC Corporation, 2140 East Brundage Lane, Bakersfield, CA 93307 KARL E. LONGLEY SOD, P.E., CHAIR I PAMELA C. CREEDON P.E., BCEE, EXECUTIVE OFFICER 1685 E Street, Fresno, CA 93706 1 www.waterboards.ca.gov/centralvalley RECYCLED PAPER DRAFT STATE OF CALIFORNIA STATE WATER RESOURCES CONTROL BOARD ORDER WQ 2015 -00XX — UST In the Matter of Underground Storage Tank Case Closure Pursuant to Health and Safety Code Section 25296.10 and the Low Threat Underground Storage Tank Case Closure Policy BY THE CHIEF DEPUTY DIRECTOR: By this order, the Chief Deputy Director directs closure of the underground storage tank (UST) case at the site listed below, pursuant to section 25296.10 of the Health and Safety Code 2. The name of the UST Cleanup Fund (Fund) claimant, the Fund claim number, the site name, the applicable site address, and the lead agency are as follows: Lloyd G. Childers Fund Claim No. 15846 Freeway Liquor Store 2030 East Brundage Lane, Bakersfield Central Valley Regional Water Quality Control Board Agency Case Number 5T15000821 1. STATUTORY AND PROCEDURAL BACKGROUND Upon review of a UST case, the State Water Resources Control Board (State Water Board), or in certain cases the State Water Board Executive Director, or Chief Deputy Director, may close or require closure of a UST case if the State Water Board determines that corrective action at the site is in compliance with the requirements of subdivisions (a) and (b) of section 25296.10. Closure of a UST case is appropriate where the corrective action ensures the protection of human health, safety, and the environment, and where the corrective action is consistent with: 1) Chapter 6.7 of Division 20 of the Health and Safety Code and implementing regulations; 2) Any applicable waste discharge requirements or other orders issued pursuant to 4 State Water Board Resolution No. 2012 -0061 delegates to the Executive Director the authority to close or require the closure of any UST case if the case meets the criteria found in the State Water Board's Low Threat Underground Storage Tank Case Closure Policy adopted by State Water Board Resolution No. 2012 -0016. Pursuant to Resolution No. 2012 -0061, the Executive Director has delegated this authority to the Chief Deputy Director. Unless otherwise noted, all references are to the Health and Safety Code. Division 7 of the Water Code; 3) All applicable state policies for water quality control; and 4) All applicable water quality control plans. State Water Board staff has completed a review of the UST case identified above, and recommends that this case be closed. The recommendation is based upon the facts and circumstances of this particular UST case. A UST Case Closure Review Summary Report has been prepared for the case identified above and the bases for determining compliance with the Water Quality Control Policy for Low - Threat Underground Storage Tank Case Closures (Policy) are explained in the Case Closure Review Summary Report. In State Water Board Resolution No. 2012 -0016, the State Water Board adopted the Policy. The Policy became effective on August 17, 2012. The Policy establishes consistent statewide case closure criteria for certain low- threat petroleum UST sites. In the absence of unique attributes or site - specific conditions that demonstrably increase the risk associated with residual petroleum constituents, cases that meet the general and media - specific criteria in the Policy pose a low threat to human health, safety and the environment and are appropriate for closure under Health and Safety Code section 25296.10. The Policy provides that if a regulatory agency determines that a case meets the general and media - specific criteria of the Policy, then the regulatory agency shall notify responsible parties and other specified interested persons that the case is eligible for case closure. Unless the regulatory agency revises its determination based on comments received on the proposed case closure, the Policy provides that the agency shall issue a closure letter as specified in Health and Safety Code section 25296.10. The uniform closure letter may be issued only after the expiration of the 60 -day comment period, proper destruction or maintenance of monitoring wells or borings, and removal of waste associated with investigation and remediation of the site. Health and Safety Code section 25299.57, subdivision (1)(1) provides that claims for reimbursement of corrective action costs that are received by the Fund more than 365 days after the date of a uniform closure letter or a Letter of Commitment, whichever occurs later, shall not be reimbursed. unless specified conditions are satisfied. 2 Kl. FINDINGS Based upon the UST Case Closure Review Summary Report prepared for the case and attached hereto, the State Water Board finds that corrective action taken to address the unauthorized release of petroleum ot the UST release site identified as: Claim No. 16846 Freeway Liquor Store v«\th ensures protection ofhunnon health, safety and the env\ronrnentand \aconsistent Chapter 6.7 of Division 20 of the Health and Safety Code and implementing regulations, the po|iny, and other applicable water quality control policies and plans. This order directs The unauthorized release from �theU Tconsimtedon\yofpetro|eum. o o\omuna for the petroleum UST case at the o\te. » Pursuant to the Policy, notification has been provided to all entities that ona% required to receive notice of the proposed case closure, o 00-dey comment period has been provided to re b considered by the Board i� determining notified parties, and any comments received have been o that the omoe should be closed' impacts to section 21080.5 of the Public Resources Code, environmental associated Order were analyzed in the substitute enyironrnenta| amoon `- document (SEC) the State Water Board approved on May 1, 2012. The SED concludes that all environmental effects of adopting an d implementing the Policy are less than significant and environmental impacts as a result ofcomplying with the Policy are no different from the impacts a result of the policy itself. /\ Notice of Decision was filed are reasonably foreseen as August 17 ' 2012 ' No new environmental impacts or any additional reasonably foreseeable impacts beyond those that were not addressed in the GEO will result from adopting this Order. b the Regional The UST case identified above rnoy be the subject of orders issued y VVet�r (�u�|\tv Control Board (Regional Water Board) pursuant to Division 7 of the Water Code. -' ` to Division 7 of the -'- d b the Regional Water Board pursuant Any orders that have been issued y for case should be Water Code, or directives issued by e Local Oversight Program egenoy rescinded to the extent they are inconsistent with this Order. for the This m�a��o�em�mo�e » ' ��nVnoUon�prea�nt Thiaorumrauor»sowum"x"�p~~~--''-cx contamination, �nmn-petm|eumoo - requiring corrective action for non-petroleum � III. ORDER IT IS THEREFORE ORDERED that: A. The UST case identified in Section II of this Order, meeting the general and media specific criteria established in the Policy, be closed in accordance with the following conditions and after the following actions are complete. Prior to the issuance of a uniform closure letter, the Fund claimant is ordered to: 1. Properly destroy monitoring wells and borings unless the owner of real property on which the well or boring is located certifies that the wells or borings will be maintained in accordance with local or state requirements; 2. Properly remove from the site and manage all waste piles, drums, debris, and other investigation and remediation derived materials in accordance with local or state requirements; and 3. Within six months of the date of this Order, submit documentation to the regulatory agency overseeing the UST case identified on page 1 of this Order that the tasks in subparagraphs (1) and (2) have been completed. B. The tasks in subparagraphs (1) and (2) of paragraph (A) are ordered pursuant to Health and Safety Code section 25296.10 and failure to comply with these requirements may result in the imposition of civil penalties pursuant to Health and Safety Code section 25299, subdivision (d)(1). Penalties may be imposed administratively by the State Water Board or Regional Water Board. C. Within 30 days of receipt of proper documentation from the Fund claimant that requirements in subparagraphs (1) and (2) of paragraph (A) are complete, the regulatory agency that is responsible for oversight of the UST case identified in Section it of this Order shall notify the State Water Board that the tasks have been satisfactorily completed. 4 D. Within 30 days of notification from the regulatory agency that the tasks are complete pursuant to paragraph (C), the Deputy Director of the Division of Financial Assistance shall issue a closure letter consistent with Health and Safety Code section 25296.10, subdivision (g) and upload the closure letter and UST Case Closure Review Summary Report to GeoTracker. E. Pursuant to section 25299.57, subdivision (1) (1), and except in specified circumstances, all claims for reimbursement of corrective action costs must be received by the Fund within 365 days of issuance of the uniform closure letter in order for the costs to be considered. F. Any Regional Water Board or Local Oversight Program Agency directive or order that directs corrective action or other action inconsistent with case closure for the UST case identified in Section 11 is rescinded, but only to the extent the Regional Water Board order or Local Oversight Program Agency directive is inconsistent with this Order. Chief Deputy Director 5 Date NOTICE OF OPPORTUNITY FOR PUBLIC COMMENT PROPOSED UNDERGROUND STORAGE TANK CASE CLOSURE PURSUANT TO HEALTH AND SAFETY CODE SECTION 25296.10 AND THE STATE WATER RESOURCES CONTROL BOARD LOW-THREAT UNDERGROUND STORAGE TANK CASE CLOSURE POLICY CLAIM NUMBER: 15846; SITE ADDRESS: 2030 EAST BRUNDAGE LANE, BAKERSFIELD, CA 93307 NOTICE IS HEREBY GIVEN THAT the State Water Resources Control Board (State Water Board) will accept comments on the proposed underground storage tank (UST) case closure for Central Valley Regional Water Quality Control Board, case number 571 5000821, 2030 East Brundage Lane, Bakersfield, CA 93307. Written comments may be submitted as described The State Water Board may close or require the closure of any UST case if it is determined that corrective action has been completed in accordance with Health & Safety Code section 25296.1-0. Pursuant to State Water Board Resolution No. 2012-0061, the Executive Director of the State Water Board may close or require closure of cases that meet the criteria specified in the State Water Board's Low-Threat Underground Storage Tank Case Closure Policy (Low- Threat Closure Policy) adopted by State Water BoardResolution No. 2012-00,16. State Water Board staff has completed a review of case information available on the State Water Board's GeoTracker database, determined that the above-referenced case meets the ge'neral and media-specific criteria of the Policy as documented in the UST Case Closure summary, and made a recommendation to the Executive Director for UST case closure. A copy of the Case Closure Summary has been provided to the owner /operator, the environmental consultant of record;, the local agency that has been overseeing cdrrectiveaction, the local water purveyor, and the water district. Notification has been provided to all entities that require notice as specified in the Low-Threat Closure Policy. FE'LICIA MARCUSZ, CHAIR TmOMAs HOWARD, EXECUTIVE DIRECTOR 10D7 1 Street, Sacramento, CA 95814 1 Mailing Address: P.O. Box 100, Sacramento, Ca 95812-0100 1 www.waterboaidS.Ca.gov *'. riECVCLEOPAPER EDMUND G. Snown JR. GOVERNOR CALIF I ORNIA % MAnHut RooRIOUEZ �Nj zl*q Watv.l Boards SECRETARY FOR ENVIRONMENTAL PROTECTiw NOTICE OF OPPORTUNITY FOR PUBLIC COMMENT PROPOSED UNDERGROUND STORAGE TANK CASE CLOSURE PURSUANT TO HEALTH AND SAFETY CODE SECTION 25296.10 AND THE STATE WATER RESOURCES CONTROL BOARD LOW-THREAT UNDERGROUND STORAGE TANK CASE CLOSURE POLICY CLAIM NUMBER: 15846; SITE ADDRESS: 2030 EAST BRUNDAGE LANE, BAKERSFIELD, CA 93307 NOTICE IS HEREBY GIVEN THAT the State Water Resources Control Board (State Water Board) will accept comments on the proposed underground storage tank (UST) case closure for Central Valley Regional Water Quality Control Board, case number 571 5000821, 2030 East Brundage Lane, Bakersfield, CA 93307. Written comments may be submitted as described The State Water Board may close or require the closure of any UST case if it is determined that corrective action has been completed in accordance with Health & Safety Code section 25296.1-0. Pursuant to State Water Board Resolution No. 2012-0061, the Executive Director of the State Water Board may close or require closure of cases that meet the criteria specified in the State Water Board's Low-Threat Underground Storage Tank Case Closure Policy (Low- Threat Closure Policy) adopted by State Water BoardResolution No. 2012-00,16. State Water Board staff has completed a review of case information available on the State Water Board's GeoTracker database, determined that the above-referenced case meets the ge'neral and media-specific criteria of the Policy as documented in the UST Case Closure summary, and made a recommendation to the Executive Director for UST case closure. A copy of the Case Closure Summary has been provided to the owner /operator, the environmental consultant of record;, the local agency that has been overseeing cdrrectiveaction, the local water purveyor, and the water district. Notification has been provided to all entities that require notice as specified in the Low-Threat Closure Policy. FE'LICIA MARCUSZ, CHAIR TmOMAs HOWARD, EXECUTIVE DIRECTOR 10D7 1 Street, Sacramento, CA 95814 1 Mailing Address: P.O. Box 100, Sacramento, Ca 95812-0100 1 www.waterboaidS.Ca.gov *'. riECVCLEOPAPER SUBMISSION OF WRITTEN COMMENTS The draft I order, which includes the Case Closure Summary, is available on the State Water Board's website at: hftp:/www.waterboards.ca.gov/VVater—issues/programs/ustc`f/prop__closure—cases.sh.tmi. Written comments must be received by 12:00 Noon on Thursday, September 24, 2015. Please provide the following information in the subject line: "Comment Letter — Freeway Liquor Store UST Case Closure Summary." Comments must be addressed to: Mr. Andrew Cooper State Water Resources Control Board 1001 1 Street, 16th Floor Sacramento, CA - 95814 Comments by email most be addressed to: USTClosuresComments@waterboards-ca-gov Please direct questions about this notice to Bob Trommer, UST Cleanup Fund, at (916) 341-5684 (Bob.Trommer@waterboards.ca.gov) or Therese Barakatt, Senior Staff Counsel at (916) 341-5186 (Therese.Barakatt@waterboards.cagov). Andrew Cooper Executive Assistant Division of Financial Assistance � iyls Date �b I- 1 �'� }y3'�y ( �3,� X I'd �� Y � ��Yk � E � i• In Wy a T RIP r Y LF .: { Ln s r-I ,. c ix l B-6 0 Soil Boring Locations from I April 2001 MW-1 Q� Monitoring Well Location CB /SG -1 Proposed Soil Boring & Soil 0 Gas Well Locations for 10 Health Risk Investigation SS-1 0 Proposed Lithologic Soil Sam STORAGE AREA - FENCE B-9 W. 0 ==?=MM Ss -1'A 6 609 ppm® z NAB -5 HAB-3 0 HAB-4 MW-2 /Ilk 'ic 0 B-16 SCALE 40 Feet E2C Rem.ediation 5300 Woodmere Dr., Suite 105 Bakersfield, CA 93313 Phone: (661) 831-6906 Fax: (661) 831-6234 V,v%e B-14 EAST BRUNDAGE LANE power line M. Im m ;a z 0 z M z a m MW-3 < M MW-4 :0 z 0 z m z C: m FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE FIGURE BAKERSFIELD, CALIFORNIA 4 PLOT OF VOG EXTENT (based on PID measurements) ^ST MW-1 I NORTH DISPENSERS I VENT LINES B-11 0 0100 UST 10 ate40 ppm 7777B.2 NAB -2 HAB- SOUTH DISPENSERS HAB -6 "B-5 F CANOPY 9 ppm N145,000 ppm b� B -7 B-P\ B-3 MW-5 ® 21.3 ppm B-13 r Approximate Extent of VOC Plume in Shallow Soils at 10 ppm Total VOCS; SHOULDER SCALE 40 Feet E2C Rem.ediation 5300 Woodmere Dr., Suite 105 Bakersfield, CA 93313 Phone: (661) 831-6906 Fax: (661) 831-6234 V,v%e B-14 EAST BRUNDAGE LANE power line M. Im m ;a z 0 z M z a m MW-3 < M MW-4 :0 z 0 z m z C: m FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE FIGURE BAKERSFIELD, CALIFORNIA 4 PLOT OF VOG EXTENT (based on PID measurements) B-6 (0 Soil Boring Locations from April 2001 MW-1 Q� Monitoring Well Location CB /SG -1 Proposed Soil Boring & Soil 0 Gas Well Locations for Health Risk Investigation SS-1 0 Proposed Lithologic Soil Sample MW-2 �e 0 B-16 SGA-1 S 13-5 1 ppm SGA-1 D 15,000 p'p'm B-7 B B-3 MW-5 21.3 ppm 000 r B-13 $0, Approximate Extent of VOC Plume in Shallow Soils at 10 ppm Total VOCS SHOULDER SCALE 40 Feet • EC Remediation 5300 Woodmere Dr., Suite 105 Bakersfield, CA 93313 Phone: (661) 831-6906 Fax: (661) 831-6234 Q� MW-3 VIVO -' C) B-14 EAST BRUNDAGE LANE power line FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA PLOT OF PROPOSED HHRA SOIL-VAPOR POINTS m ;U z 0 z m m M MW-4 X z 0 z m z C: M 0 I [tit] Rk, a 0 m U N w :+J ° 4-4 0: ° ' o b4- LO In Lo Lo Lo Lo Lo ,a Lo .. ...... ............. ....... ............. ....... ....... ....... ..... 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Q) U O Z z C• +�+ p N tQ H W �n � O O a N H W xN H 000 0 o c) N A W W o o 0 ,a o c7 ti z z O LO co W z H U W o N d A W w a, rn O O rA a �a 00 C4 tOON a�0) ►-, w Wow a N� 00 Q Q �i U a � � x wa o C-4 �o w Oar a I� A' N w0 H 00 00 z H W a U d 4J O ,-� a Q , cpdl a 41 w z co Cf) A CO C1 N WII Project Number 1802JS47 September 9, 2013 TABLE 3 SUMMARY OF APRIL 2001 SITE ASSESSMENT SOIL ANALYTICAL DATA FREEWAY LIQUOR STORE 2 140 EAST BRUNDAGE LANE, BAKERSFIELD, CALIFORNIA BORING ID SAMPLING DATE DEPTH (fbg) SAMPLE ID M TPH9 BENZENE TOLUENE ETHYL TOTAL tBE I TO Hii-E&P, - -ffLigig __ - -- ----- --------- - - -I-- ------------ (mg/Kg) EPA ANALYTICAL METHOD REPORTING LIMIT 8015(m) 8020 0.5 0.005 0.010 0.010 0.010 0.05 B-2 4/12/01 15 106 2.90 5.42 1.96 5.01 6.9 25 -B2-15 B2-25 7.0 0.40 0.51 0.26 0.55 1.96 35 B2-35 6.9 0.32 0.31 0.15 0.29 1.53 40 B2-40 3,094 6.42 11.63 5.96 13.77 4.8 B-3 4/11/01 20 B3-20 1.03 0.06 0.08 ND 0.04 0.77 30 B3-30 23.8 1.58 4.86 2.19 4.94 11.3 35 B3-35 3,325 8.67 5.89 9.32 9.58 9.8 50 B3-50 3,312 10.82 8.92 9.18 15.09 2.6 B-4 4/10/01 15 B4-15 9.6 1.00 3.23 0.65 2.62 5.58 35 B4-35 692 4.47 5.17 5.33 7.75 14.1 45 B4-45 3,186 5.95 3.92 9.09 17.6 6.49 B-5 4/9/01 20 B5 -20 6,118 9.1 6.3 7.1 24 18 30 B5-30 3,978 6.7 3.8 6.2 11 9.0 40 B5-40 4,122 10 10 11 14 3.8 55 B5-55 2,335 14 12 7.5 11 13 65 B5-65 <0.5 0.039 0.136 0.018 0.074 0.07 75 B5-75 <0.5 ---6-.079 0.167 0.05 0.155 0.093 90 B5-90 <0.5 0.010 0.027 ND ND ND - 100 B5-100 - 1.36 0.021 0.143 0.092 0.221 0.084 105 B5-105 <0.5 0.008 0.132 0.098 0.225 ND B-6 4/11/01 10 B6-10 2,276 6.02 3.23 5.25 9.89 17.9 30 B6-30 196 4.50 7.35 4.15 7.51 4.3 45 B6-45 247 4.59 7.85 4.72 8.52 3.7 50 B6-50 10.7 2.60 4.52 1.01 2.97 1.7 - 60 10.7 -1.49 2.19 0.27 0.98 1 65 -B6-60 B6-65 0.10 0.28 0.05 0.20 0.241 75 B6-75 -3.3 6.84 - 0.83 3.06 0.73 2.56 0.64 80 B6-80 3.95 0.09 0.32 0.05 0.19 0.08 90 B6-90 -6.63 0.12 0.38 0.07 0.27 ND B-8 4/17/01 30.5 B8-30.5 689 6..00 00 8.79 - 6. 45 13.7 5.6 60.5 B8-60.5 312 3 ' 2 5*39 5.39 8.74 4.99 9.1 3.6 100.5 B8-100-5 79 79 3 2.33 4.29 1.19 3.49 1.03 110.5 B�---1 10-5 3.6 0.192 0.231 0.119 0.235 0.669 B8-120.5 <0 5 <0.5 h-23 0.007 0.007 0.022 ND ND -- ND 125.5 B8-125.5 1.6 0.086 0.166 0.035 0.139 0.245 130.5 B8 ---130.5 ----6-.65 0 � 0.03 0.034 0.086 0.011 0.049 0.188 135.5 B8-135.5 <0.5 n n 1 0.01 0.04 ND 0.03 0.058 4/11/01 25 B9-25 10.6 1.09 3.33 0.53 1.81 2.3 40 B9-40 6.4 0.35 2.11 0.35 1.16 0.91 B-9 4/12/01 55 B9-55 14 1.94 3.45 0.47 1.81 2.6 60 B9-60 14 -1.54 3.45 0.48 1.71 5.7 70 B9-70 <0.5 0.008 0.023 ND 0.011 ND 75 B9-75 ND ND ND ND ND ND E 2 C Remediation Table 3-1 Project Number 1 802JS4 7 September 9, 2013 E2 C Remediation Table 3-2 TABLE 3 SUMMARY OF APRIL 2001 SITE ASSESSMENT SOIL ANALYTICAL DATA FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE, BAKERSFIELD, CALIFORNIA BORING SAMPLING DEPTH SAMPLE TPHg BENZENE TOLUENE i ETHYL BENZENE BENZEN I TOTAL XYLENE MtBE ID DATE ID ------ --------------------- A- (mg/Kg) ---- - - - -- EPA ANALYTICAL METHOD EPA 8015 (my 8020 -- REPORTING LIMIT 0.5 6.005 0.010 0.010 0.010 0.05 4/16/01 35.5 40.5 I B11-35.5 B11-40.5 <0.5 0.75 ND 0.007 0.10 0.047 ND 0.015 ND 0.057 0.053 0.105 50.5 B11-50-5 0.56 0.026 0.04 ND 0.032 0.214 B-11 -- 4/17/01 60.5 65.5 B11 -60.5 B11 -65.5 <0.5 1.52 ND 0.01 0.012 0.058 ND 0.033 ND 0 ND 0.051 70.5 -- B11 -70.5 ND ND ND ND ND ND 10 B12-10 96 2.76 6.54 --6-.-19- 3.39 6.42 3.48 B-12 4/10/01 25 B12-25 77 2.94 3.36 6.22 2.88 40 B12-40 2,557 6.08 5.48 5.42 8.04 4.16 B-13 4/10/01 30 B13-30 95 3.40 6.97 3.49 6.22 ND 35 B 13-35 211 4.08 7.89 9 4.69 7.79 1.35 40 B 13-40 5.3 0.37 1.64 33 0.33 fl6 1.19 0.79 45 B13-45* 36 2.19 5.22 1.27 3.78 0.29 50 B13-50 - 5.6 0.26 W2.23 5 1.53 0. 0.34 1.28 0.73 55 B13-55 14.6 19 4.19 1.28_ 3.89 1.7 60 B 13-60 3.8 0.35 1.15 0.19 0.70 0.56 B-14 4/11/01 30 B14-30 0.51 0.04 0.03 0.01 0.01 0.10 40 B14-40 16.7 0.78 4.35 1.67 4.16 0.91 45 B14-45 5.9 0.28 1--82 --6-13 0.51 -0-02 1.87 0.91 55 B14-55 1.09 6-.15 0.07 ND 60 B15-60 ND ND ND ND ND ND B-15 4/12/01 20 B15-20 107 1.47 5.38 2.63 5.09 2.8 30 B15-30 32 0.35 2.85 0.76 2.53 4.1 40 B15-40 138 1.66 5.37 3.33 6. - 64 3.1 50 B 15-55 342 8.32 5.22 9.48 1.95 - 25.5 B16-25.5 4.8 0.028 0.195 0.096 0.356 ND 40.5 B16-40.5 7.1 0.037 0.32 0.147 0.583 ND B-16 4/16/01 45.5, B16-45.5 11.7 0.079 0.716 0.252 0.736 ND 60.5 B16-60.5 1.5 0.032 0.099 0.033 0.117 ND 70.5 B16-70.5 ND ND ND ND ND ND B-18 4/19/01 35 B18-35 14.8 1.15 1.67 0.18 0.69 8.2 45 B18-45 13.1 1.13 1.42 0.18 0.68 2.4 55 B-18-55 17.7 1.76 2.91 0.27 0.96 0.66 Notes: Only those samples that were analyzed are listed in this table REF = Report Reference. N/A = Not applicable. ND = Not detected at or above method detection limits 1A = Holguin, Fahan &. Associates, Inds, current E2 C Remediation Table 3-2 Project Number 1802JS47 September 9, 2013 TABLE 4 SUMMARY OF HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield California Sample B T E X TPHg TBA MtBE DIPE ETBE TAME 1,2 -DCA EDB Well ID Date /L 4/18/01 531 451 346 651 4,980 na 1,570 na na na na na 4/27/01 duplicate 95 96 107 129 60 71 122 139 2,049 2,108 na na 295 331 na na na na na na na na na na 8/6/01 duplicate., nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 na na 33 58 na na na na na na na na. na na 12/7/01 duplicate nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 130 110 18.8 nd <2.5 16.4 18.6 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/19/02 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/23/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 1.3 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 8/15 02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 na nd <0.5 I na na na nd <0.5 nd <0.5 12/9/02 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/26/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 297.8 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/6/03 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1.97 2.59 291 284 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/18/03 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 102 155 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 11/4/03 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/9/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/26/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/27/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd<0.5 nd <0.5 nd <0.5 <0.5 nd <0.5 MW -1 1/18/05 4/25/05 7/20/05 10/7/05 1/17/06 4/11/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <50 nd <50 nd <50 nd <50 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 36 36 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 <0.5 k<0.5 <0.5 <0.5 <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/14/06 10/24/06 1/10/07 4/9/07 7/10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <50 nd <50 nd <50 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/15/07 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/1/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 10/7/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 2/23/09 nd <0.5 nd<0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 4/21/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/14/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/12/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 1.13 nd <0.5 nd <0.5 nd <0.5 na na 9/15/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/17/11 nd <0.5 1.12 nd <0.5 8.04 �nd<50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 8/5/ 11 nd <0.500 nd <0.500 nd<0.500 nd <0.500 na na na na na na na 1/20/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na L 8/3/12 duplicate nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <50.0 nd <0.500 nd <0.500 nd <2.50 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na na na 2/5/13 nd <0.5 I -I nd <0.5 nd <0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na - Table 4 -1 E2 C Remediation Project Number 1802JS47 September 9, 2013 TABLE 4 SUMMARY OF HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield California Sample B T E X TPH TBA Mt ,E DIPE ETBE TAME 1,2 DCA EDB Well ID Date /L 12/7/01 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/19/02 nd <0..5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/23/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 8/15/02 nd <0.5 nd <0.5 0.5 nd <0.5 nd <50 na nd <0.5 na na na nd <0.5 nd <0.5 12/9/0 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/26/03 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/6/03 nd <0.5 nd <0.5 nd <0.5 0.71 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/18/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 11/4/03 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 I nd <0.5 I nd <0.5 nd <0.5 2/9/04 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/26/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/27/04 not sampled; well covered 10/7/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/18/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/25/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/20/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/17/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/11/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/14/06 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/24/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 MW-72 4/9/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/15/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/1/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5. na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 10/7/08 nd <0.5 nd<0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 2/23/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 4/21/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd<0.5 na na 7/14/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/12/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 9/15/10 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd<2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/17/11 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50. nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 8/5 11 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 na na na na na na na 1/20/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na na 8/3 12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <0.500 nd <2.50 nd <0.500 nd <0.500 nd <0.500 na 2/5/13 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na Table 4 -2 E2 C Remediation Project Number 1802JS47 September 9, 2013 TABLE 4 -- SUMMARY OF HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield California Sample $ T I E I X I TPH9 I TBA MtBE DIPS I ETBE TAME 1,2 -DCA EDB Well ID Date 9 /L 12/7/01 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/19/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/23/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 8/15/02 nd<0.5 nd <0.5 0.6 0.5 nd <50 na nd <0.5 na na na nd <0.5 nd <0.5 12/9/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/26/03 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/6/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/18/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5- 11/4/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 70 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/9/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/26/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/27/04 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/04 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 I nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 MW -3 1/18/05 4/25/05 7/20/05 10/7/05 1/17/06 4/11/06 7/14/06 10/24/06 1/10/07 duplicate 4/9/07 7/10/07 10/15/07 1/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 4d <0.5 nd <0.5 nd <0.5 nd <O.S nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <50 nd <50 nd <50 nd <50 nd <50 NS nd <50 nd <50 nd <50 nd <50 nd <50 nd <50 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 NS nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <2.5 nd <0.5 I nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5" NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 I nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 I nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 I nd <0.5 NS nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/1/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 10/7/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 2/23/09 ndc0.5 nd<0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 4/21/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd<0.5 nd <0.5 nd <0.5 na na 7/14/09 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <50 nd <2.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na na na 3/12/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 9/15/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/17/11 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 8/5/11 duplicate_ nd <0.500 nd <0.500 nd ,0.500 nd <0.500 nd,0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <50.0 na na na na na na na na na na na na na na 1 /20/ 12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na 8/3/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd ,0.500 nd <2.50 nd <0.500 nd <0.500 nd ,0.500 na na Table 4 -3 E2 C Remediation Project Number 1802JS47 September 9, 2013 TABLE 4 SUMMARY OF HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield California Sample B T E X TPHg TBA MtBE DIPS ETBE TAME 1,2 -DCA EDB Well ID Date /L 12/7/01 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/19/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/23/02 d< n0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 8/15/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 na nd <0.5 na na na nd <0.5 nd <0.5 12/9/02 nd <0.5 nd<0.5 nd<0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/26/ nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/6/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd,0.5 nd <0.5 7/18/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 11/4/03 nd<0.5 nd <0.5 nd <0.5 nd <0.5 120 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/9/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 I nd <0.5 nd <0.5 4/26/04 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/27/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/04 nd <0.5 nd <0.5 nd,0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <O.S 1/18/05 nd <0.5 nd <0.5 nd,0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd,0.5 4/25/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/20/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/17/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/11/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/14/06 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/24/06 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 MW -4 1/10/07 • nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0:5 nd <0.5 nd <O.S 4/9/07 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd,0.5 7 10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 Lnd<O.5 nd <0.5 nd <0.5 nd <0.5 10 15/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/1/08 nd <0.5 nd <0.5 nd <0.5 nd,0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 10/7/08 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1 na na 2/23/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 4/21/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 7/14/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/12/10 nd <0.5 nd<0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd,0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 9/15/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/17/11 nd <0.5 nd <0.5 nd <0.5 nd,0.5 nd<50 nd <2.5 nd,0.5 nd <0.5 nd <0.5 nd <0.5 na na duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 8/5/11 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd,50.0 na na na na na na na 1/20/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd ,0.500 na na 8/3/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <0.500 nd <2.50 nd <0.500 nd <0.500 nd <0.500 na na 2/5/13 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na Table 4-4 E2 C Remediation Project Number 1802JS47 September 9, 2013 TABLE 4 SUMMARY OF HISTORICAL GROUNDWATER ANALYTICAL DATA FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield California Sample B T E X TPHg TBA MtBE DIPS ETBE TAME 1,2 -DCA EDB Well ID Date �� /L 8/15/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 na nd <0.5 na na na nd <0.5 nd <0.5 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 na nd <0.5 na na na nd <0.5 nd <0.5 12/9/02 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/26/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 144 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 5/6/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/18/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 259 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 11/4/03 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 2/9/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/26/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/27/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 I nd <0.5 10/7/04 nd <0.5 nd <0.5 nd <0.5 nd <0.5 I nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/18/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/25/05 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/20/05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/7/05 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/17/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 duplicate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/11/06 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 duplicate nd <0.5 nd <Q.5 nd <0.5 nd <0.5 nd <2.5 nd <0.5 nd <05 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/14/06 nd <0.5 nd <0.5 nd <0.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 MW -5 duplicate. nd <0.5 nd <0.5 nd <0.5 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd 5 <0.10/24/06 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 du licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 1/10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 4/9/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 7/10/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 10/15/07 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 /3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 rdulicate licate nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 /3/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na / 1/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 10/7/08 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 2/23/09 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 4/21/09 nd<0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na• 7/14/09 nd <0.5 nd <0.5 1d <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/12/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 9/15/10 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 3/17/11 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na 8/5/11 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 na na na na na na na 1/20/12 nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na du licate nd <0.500 nd <0.500 nd <0.500 nd <0.500 nd <50.0 nd <2.50 nd <0.500 nd <0.500 nd <0.500 nd <0.500 na na 8/3/12 nd <0.500 nd <0.500 nd<0.500 nd <0.500 nd <50.0 nd <0.500 nd <2.50 nd <0.500 nd <0.500 nd <0.500 na na 2/5/13 nd <0.5 nd <0.5 nd <0.5 nd <0.5 nd <50 nd <2.5 nd <0.5 nd <0.5 nd <0.5 nd <0.5 na na Notes: Results in micrograms per liter (µg /1) = parts per billion (ppb) Analytical Methods: BTEX, fuel oxygenates, 1,2 -DCA, EDB - EPA 8260b; TPHg - EPA Method 8015M B = Benzene; E = Ethylbenzene; T = Toluene; X = Xylenes DIPE = Diisopropyl Ether ETBE = Ethyl tertiary -Butyl Ether MtBE = Methyl Tertiary-Butyl Ether na = Not analyzed nd< - Not Detected at or above Method Detection Limit, which is indicated by value TAME = Tertiary-Amyl Methyl Ether TBA = Tertiary-Butyl Alcohol TPHg - Total Petroleum Hydrocarbons as gasoline Table 4 -5 E2C Remediation Project Number: 1802JS47 TABLE SUMMARY OF WELL CONSTRUCTION DETAILS FORMER FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA Casing Total Depth Screen Sand Interval Wells Diameter (feet) Interval (feet) (feet) in hrrz) MW -1 2.0 140.00 115-140 113-140 MW-2 2.0 139.50 114.3-139.3 111.5-139.3 MW-3 2.0 139.50 114.3-139.3 111.5-139.3 MW-4 2.0 139.50 114.3-139.3 111.5-139.3 MW-5 2.0 140.00 115-140 113-140 VE- 1 2.0 55.00 35-55 33-55 VE-2 2.0 55.00 35-55 33-55 VE-3 2.0 55.00 10-55 8-55 VE-4 2.0 55.00 35-55 33-55 V JD-5 2.0 105.00 75-105 73-105 VEM-6 2.0 75.00 55-75 53-75 AS-1 2.0 140.00 139.5-140 133.5-140 AS-2 2.0 140.00 139.5-140 133.5-140 Total Feet 1378.50 Notes: Depths and intervals shown are feet below top of casing and feet, respectively Draft E2 C Remediation Table 5-1 CO 0 N s.. 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N O N L• d N O t - O Cr to 01 O ON 0) t- N 00 in Cr O O CO of m OIN O 00 In to l0 00 00 t- d' L- t� � U O M a0 to m t17 m to o d' Oti � N N o M d N d t0 Lr m L`- rn 0 ON 0 N O Ca N N O O d" 0 m d' m Q m N O � M M L• d +-� �O *-+ M -+ O1 L• O1 00 Cr m O d' O d' O l0 0-1 O m N O co It 00 *+ N M d to L O� --i r-i r i r-i i N N N N N N N U 0 bb to m Cn N M d- d O a 0 0 0 a o 0 0 0 0 acv.- L �u�a,rn0,in�•- M M 4 M O O *-i �NNd-mor- O d l0 to d Cn s� O y Cj cvc=L N N m rioci►ritnu�d d ao d -i M d -t Z L• Cn M N M m l0 t• t`- 00 00 00 00 00 0 0 N O «S O d to L 00 LO O tf) N L• N N m N t m d' L d L in m O Cr �o 00 r- M 00 LO Cr m Q M O LO N-{ �o ,N-i ---1 .m-a 00 ,mi `-1 cII Q U U N O O O O O O N 0 N 0 N 0 O O O co M m 0 M 0 co 0 m o co d M o co co o M O m o co 0 m 0 Lm N d' LO N t0 N d a> ON r+ O N d N M� `� Ln d Cr O 00 00 N M 00 LO 00 �-�� -�� N N ��`� C11 cli �� C N r-i .--i � -+ �� -+ . i -i NNNC N ^NCO O m M f+ M N m N M .�-+ .�-r , -i �Ni n� 9 O 00 l0 C', "- L d' N d d d *-� �U M 00 O N *-� O L 00 m V N N m M d^ d d Ln d d d m M tip o +-i 0 M "o O 0m 0 1 N M 00 M d M r N + +-i te + -q N N N M 0 O d N N "" M L- "0 d m 00 m m L• O to m m M �-+ *-+ to d' m d^ -T N d- O O Lo 0 0 d � �-+ N N N m M M �d1 O N 'M'- d 00 m o0 M 0 O �o Cn M LO N � r-+ M N N N �I'-+IaNINId'Id-ItOld'IM U*) Lr� o O 1 o ° °o °000 S 00 m m ° Cr W t- 00 - �ciCvC 06t -:o �I0 M m f- 000 co co �Ln�n�Nd°LmnV)It- �7 � � t- to d- d- d- � Iq -1 � 'NNININNNNNN in to i1) to m 'i 01 0i c0 L M M d ON d Cr d- N N N N N CO CO CO CO M 000 -+d Nrnd•�oo o0Nr^mtd Dom CV N N N N N N N N L- M 00 O O L d I N d 1n t1) CO GO 00 Cr dl 0 co CO co m co -a 00 *� �mi N N N d d d to LO to to m in U N W R N _Q M "0� ,-1 d' O d t- L� O m L`• U.) 00 to d C- 00 00 "o 't r i v1 C N 00 1- N O Cir (31) 1.0 W� to p 4' m Lo d d ,o Ln m d' O 0 O to t0 Ln to ,o 110 Lo Lo to m Zo O t0 CA m O N O C- 't d' r- co N oo M to oo r-i L`- oo *-+ d Cif , CT d to O r 1 r-i r p7 N 00 N -{ N M -i C- M ,-� O 14 r L O d N t r i N d' - i L`- d -+ d' Ln r i Ln L r-i L- Ln r L o1 Ln 4 *-� �0 r-1 dw �o r-1 l0 to r� 00 to r-1 m to r-1 m L` r-1 8 W m m m O 't r i d m m �.9 m L` L- m to 00 Qo 00 L- N m m N d M Or O N N d Cir N Q0 �o �o Cr M M Lam- M L`- 0) N d .0 d d� LO LO 00 00 o) N l`- M W d Car Lo M C- 0) O O O O a va o d' co 00 M 00 M M M ON M M d d d d d in LO Lo Lo �o �o L- L- C- 00 M 00 00 00 00 0) O) m Cr Q Q � M M �0 O O r-i O M N M L- M m �o N 00 O d' C- L_ O N 00 00 d- 00 LO L.- N t- L` M d' O 00 r--� 00 � N 00 Ln N t- N L`` tt 0-1 N -4 iC Cr 0 M m m 00 LO O N m Ln -� L- d L`- Car L- *-+ Q Cir to r i d co d- 00 O d M ',o Q O N 00 N L^ d" 6 d" to L%� c, N N LO I- Ln C-T O d co d L` d' -q Ln 00 N C3� O O CO UOr 00 O O O N O co Q Lo O �o Q L-- O 00 O O r-i a m d d d d d d d d d LO LO LO to Q0 to � C- oo m 00 ON 0) Cr M M M M W Ur1 Cif m Q0 N m r+ � L.o m m 110 m t- to m to L`- N N m d d 01% d 00 00 to *� O 1.0 Ln m M O Q O m L.n N +-i N N N -4 N N 00 -4 L-4 00 d CO M N N N 4 N CV N N N 6 -i O0 4 4 �o N Q r-1 O N O N d N O N m �o 00 o-, m d- c, O a w ° Ln LO O LO Ln LO LO -1 O O Q O m -O O O O O O O O d O 0 0 0 0 0 Q N O N [ U) L N N � as Q 0 0 0 LO Q m m O m 0 0 0 0 to in to O O d O O d O 0 0 0 0 Co Ln O W N Q a - 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U O 4 (, tofzq 0 ' � rti� C6 x � � _ (d H ttS O 4+ W CO p LO O �+ U O O O 0 O rl O O 0 `0 0 i O U 0) v° @ Q U 14 0 2 .p ° i- bUA c� � bA 0 " ;O a) ' S~ � \ aJ 4-J -1-J � � a) �✓� 4, CO � � U O Cl � 00 0 fA � ~ O as +- S0 bA U CO ,-i co s a) O , N N N N -+ '-+ co M O U O O co d � �. �. � o z U ----4 to ^� 00 N -, r-+ N � �� r d @ U W as M ° cd o �o ci 0 N d r- � '.4 Ln Lo ON ,-i -1 ,-i m a h Project Number 1802JS47 September 9, 2013 TABLE 7 SUMMARY OF FUEL HYDROCARBON MASS REMOVED (based on influent concentrations) FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield, California Date month ear HC Removed lbs/month) Cumulative HC Removed (lbs) Influent Concentrations (ppmy ) Flow Rate (scfm) Run Time (da s Daily Removal Daily lbs da Nov -02 2,681 2,681 1,003 320 22.0 121.9 Dec -02 4,004 6,685 1,379 312 24.5 163.4 Jan -03 2,650 9,335 1,000 291 24.0 110.4 Feb -03 591 9,925 1,000 292 5.3 110.9 Mar -03 1,243 11,168 1,010 282 11.5 107.9 Apr -03 12,058 23,226 3,925 292 27.7 435.4 May-03 13,807 37,033 6,731 211 25.6 539.8 Jun -03 14,612 51,645 6,046 212 30.0 487.1 Jul -03 14,324 65,969 5,712 213 31.0 462.1 Aug -03 16,036 82,005 7,260 216 27.0 593.9 Sep -03 13,366 95,371 5,381 218 30.0 445.5 Oct -03 4,938 100,310 4,585 218 13.0 379.9 Nov -03 7,278 107,588 5,875 218 15.0 485.2 Dec -03 4,933 112,522 5,921 220 10.0 493.3 Jan -04 7,168 119,690 5,141 216 17.0 421.7 Feb -04 9,488 129,178 5,846 214 20.0 474.4 Mar -04 10,555 139,733 4,221 213 31.0 340.5 Apr-04. 10,323 150,056 42260 213 30.0 344.1 May -04 11,962 162,018 4,801 212 31.0 385.9 Jun -04 8,191 170,209 3,750 213 27.0 303.4 Jul -04 6,900 177,109 3,312 211 26.0 265.4 Aug -04 7,967 185,076 3,569 210 28.0 284.6 Sep -04 6,231 191,307 3,027 209 26.0 239.6 Oct -04 5,684 196,991 2,685 223 25.0 227.4 Nov -04 3,405 200,396 2,975 189 16.0 212.8 Dec -04 4,521 204,917 2,860 189 22.1 204.6 Jan -05 4,049 208,966 3,800 207 13.6 297.8 Feb -05 3,664 212,630 2,116 215 21.2 172.8 Mar -05 4,151 216,781 2,203 208 23.9 173.7 Apr -05 May -05 Jun -05 3,276 2,721 2,319 220,057 222,778 225,098 2,284 1,788 1,634 200 178 208 18.9 22.6 18.0 173.3 120.4 128.8 Jul -05 4,497 229,594 2,199 193 28.0 160.6 Aug -05 Sep -05 Oct -05 6,006 13,610 3,820 235,600 249,210 253,030 3,579 7,282 5,241 187 192 187 23.7 25.6 10.3 253.4 531.6 370.9 Nov -05 11,469 264,500 6,680 168 27.0 424.8 Dec -05 9,549 274,049 6,791 194 19.1 499.9 Jan -06 10,059 284,108 7,781 205 16.6 606.0 Feb -06 17,682 301,790 8,800 205 25.8 685.4 Mar -06 14,466 316,256 7,732 193 25.6 565.1 Apr -06 May -06 16,048 5,144 332,305 337,448 8,720 6,988 194 194 25.0 10.0 641.9 514.4 Nov -06 4,993 342,441 5,206 207 12.2 409.3 E 2 C Remediation Table 7 -1 Project Number 1802JS47 September 9, 2013 TABLE 7 SUMMARY OF FUEL HYDROCARBON MASS REMOVED (based on influent concentrations) FORMER FREEWAY LIQUOR STORE 2140 East Brundage Lane Bakersfield, California Date month ear HC Removed lbs month ) Cumulative HC Removed (lbs) Influent Concentrations Flow Rate (scfm Run Time (days) Daily Removal Rate lbs da Dec -06 4,318 346,760 2,281 200 25.0 172.7 Jan -07 3,632 350,392 2,874 185 18.0 201.8 Feb -07 4,343 354,735 2,193 218 24.0 181.0 Mar -07 1,689 356,424 1,546 222 13.0 129.9 Apr -07 2,293 358,717 2,242 207 13.0 176.4 May -07 2,519 361,237 2,310 205 14.0 179.9 Jun -07 3,739 364,976 3,161 208 15.0 249.3 Jul -07 9,963 374,939 4,154 211 30.0 332.1 Aug-07 4,322 379,261 2,756 230 18.0 240.1 Sep -07 5,155 384,416 2,330 233 25.0 206.2 Oct -07 4,935 389,351 2,234 216 27.0 182.8 Nov -07 1,281 390,632 2,290 211 7.0 183.0 Jul -11 178 390,810 850 110 5.0 35.3 Aug -11 Se -11 0 0 390,810 390,810 0 0 0 0 0.0 0.0 0.0 0.0 Oct -11 87162 398,973 4,025 216 24.8 329.1 Nov -11 207 399,179 1,425 108 3.5 58.4 Dec -11 0 399,179 0 0 0.0 0.0 Jan -12 590 399,769 1,161 222 6.0 97.7 Feb -12 1,835 401,605 893 212 25.5 72.0 Mar -12 1,531 403,135 1,127 208 17.3 88.7 Apr- 12 132 403,267 1,362 218 1.2 112.6 May -12 Jun- 0 0 403,267 403 267 , 785 0 EF" 224 0 0.0 0.0 0.0 0.0 Jul -12 2,103 405,370 1,341 226 18.3 115.0 Aug- 12 893 406,263 1,130 224 9.3 96.0 Sep -12 Oct -12 1,244 4,295 407,507 411,802 795 1,788 147 211 28.0 30.0 44.4 143.2 Nov -12 2,934 414,736 1,934 211 19.0 154.4 Dec -12 2,586 417,322 2,030 210 16.0 161.6 Jan -13 265 417,588 1,672 209 2.0 132.6 L= - - -- I Where: Hydrocarbons Removed (lbs /month) = Influent Concentration (ppmv) X 10 -6 X Influent Flow Rate (scfm) X 1 lb -mole /379.5 ft3 X 86 (lb /lb -mole) X 1440 (min /day) X Run Time (days /month) Average daily removal rate 11/02 -04/03 = 175.0 Average daily removal rate 05/03-11/07 = 335.1 Average daily removal rate 10/ 11-8/12 = 88.1 E2 C Remediation Table 7 -2 A B-8; set back \,Rkelseck P,-N ba,01r, 25 VE-2 Ay 8 feet B.6 set B -12 B-5 B-1 6 FILL ML ML SMIMUSP 2 SM/SP 401 SC/SM SP/CUML 9M'/S_P1S_w ? —mLTCL- MUMHISW SM ML 6Q1 MUCL so ? SM/ML ? MUCL —80 lw S- ? If — ? ? SM SC/SM SP/SW/SM 100 ? ? SM ✓ ? Ww SM/SP SM 20 -1 — — Water at 126' ? — SM/ML I SM 140 E2C, Inc- 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Fax: (661) 831-6234 SCALE 1 20 feet EXPLANATION B-12 - Boring Location ML - Silt, some fine send MUCL - Silt, Clay MUCUSC - Silt, Clay, Clayey Sand MUMFVSW - Silt, Clay, Sand SC/SM - Clayey Sand, Silty Sand SM - Silty Sand SM/ML - Silty Sandy, Sandy Silt I SP/CUML - Sand, Clay Silt SP/SWSW - Sands, Silty Sands FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION A-A' FIGURE 4 B B-8; set ahead Intersect B-B' feet "Ak B-9 B-6 15 B-4 NW FILL ML 20 SM/ML 4VO- SM SP/Sw MUCUSC SWML ? ML 12 _S: _MUSw: SP/Sw SCISM ? — — d ? SMSM ? Uft" was 100 S M ? SM/Sp ? SM —120 ? B-3 B1 SE SM/ML y XPLANATION ? r Water at 126' SM B-9 - Boring Location -140 ML - Slit, some fine sand MUCUSC - Silt, Clay, Clayey Sand SC/SM - Clayey Sand, Silty Sand SM - Silty Sand SM/ML - Silty Sandy, Sandy Silt SPISW - Sands SCALE I" = 20 feet E2 C, Inc. 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Fax: (661) 831-6234 FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION B-81 FIGURE 1 5 1 1 1 I5 -13 B-12 ML B -8; set back P"N B-5 8 feet nke B-6 Set back 25 VE-2 B-1 6 P% FILL 17.9 SM/MLJ .��. -1 T M M�_ Wat e r at 126' ? — L ? SM -140 E2 C, Inc. 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Fax: (661) 831-6234 SCALE 1" = 20 feet EXPLANATION B -12 - Boring Location ML - Sift, some fine sand MUCL - Silt, Clay MUCUSC -Silt, Clay, Clayey Sand MUMH/SW - Silt, Clay, Sand SC/SM - Clayey Sand, Silty Sand SM - Silty Sand SM/ML - Silty Sandy, Sandy Silt SP/CUML - Sand, Clay, Silt - SP/SM/SW - Sands, Silty Sands FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION A-A- DISTRIBUTION OF MTBE IN SOILS FIGURE 7 S SP ? 8 1 b 8.2 -40 0 0- .16 _ _3& — — — — — — — — — — — — -9.29 S SC/SM 2 2.4 3.7 P/CUML S SM/SP/SW 1 1.7 MUMH/SW 1. —m LTCL_ - -1.66 SM 1 1 1 10 — — ML_ Q h h 0 ? 0 L 0.0 —0. 2 11_241_ ? ? S SM/ ? ? MU L �rO. 6 ? - -0 6 4 08 -.80 S 7 ? SM N N S SC/SM ? - NE) — SP/SW/SM -100 ? ? - -10. 4 ? ? ? R Ra ? ? SM/SP I? 0-.669- - ? ? SM -120 y y N NQ -1 T M M�_ Wat e r at 126' ? — L ? SM -140 E2 C, Inc. 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Fax: (661) 831-6234 SCALE 1" = 20 feet EXPLANATION B -12 - Boring Location ML - Sift, some fine sand MUCL - Silt, Clay MUCUSC -Silt, Clay, Clayey Sand MUMH/SW - Silt, Clay, Sand SC/SM - Clayey Sand, Silty Sand SM - Silty Sand SM/ML - Silty Sandy, Sandy Silt SP/CUML - Sand, Clay, Silt - SP/SM/SW - Sands, Silty Sands FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION A-A- DISTRIBUTION OF MTBE IN SOILS FIGURE 7 F6 M B -12 B-8; set back S801 P,-N B-5 8 feet tnkel 6_6 Set bacV% Ay VE-2 B-16 FILL. -.._ 1 LL ML SM/M SP 9 5 Q M/Sp 196 L� 05 1 1j %x 211 14.8 2 J 22 I 57 1 C 3.1 r= L_ Water at 126' ? ? ? ? . - TO .5 S-M Ila E2G Ill C, 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Facimile: (661) 831-6234 SCALE I" = 20 feet TPHg SOIL ANALYSIS in mg/kg EXP LA. NATI ON B -12 - Boeing Location ML - Slit, some fine sand MUCL - Slit, Clay MUCUSC - Silt, Clay, Clayey Sand MUMHJSW • Silt, Clay, Sand SC/SM - Clayey Sand, Silty Sand SIM - Silty Sand SMIML - Silty Sandy, Sandy Silt SP/CUML - Sand, Clay, Silt SP /Std /SW - Sands, Silty Sands FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION A-A'- DISTRIBUTION OF TPHg IN SOILS FIGURE 8 A - P/ L M/SP/Sw 5,0 -_ — — MUMHISW LTC 2, 3 M 10! 10.7 60 SC 0""N EL, —31 ? ? < L 3.95 80 SP /SW A ? SIM <0- L SC/SM 6.63 P/Sw/SM 100 ? — .- 1.36 79 ? <Y5 S ? — — — — — — - ? M/SP ? ts ? M 120 ( -<0.5 Water at 126' ? ? ? ? . - TO .5 S-M Ila E2G Ill C, 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Facimile: (661) 831-6234 SCALE I" = 20 feet TPHg SOIL ANALYSIS in mg/kg EXP LA. NATI ON B -12 - Boeing Location ML - Slit, some fine sand MUCL - Slit, Clay MUCUSC - Silt, Clay, Clayey Sand MUMHJSW • Silt, Clay, Sand SC/SM - Clayey Sand, Silty Sand SIM - Silty Sand SMIML - Silty Sandy, Sandy Silt SP/CUML - Sand, Clay, Silt SP /Std /SW - Sands, Silty Sands FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION A-A'- DISTRIBUTION OF TPHg IN SOILS FIGURE 8 B-8; set ahead Intersect E3-B' B 15 feet 8-4 NW FILL ML 6.02 L201 SWML -1 1? MUCUSC i AMA ND ML 100 •49 . 539 10 re wow ww k.83 .09 �'Jmusw SP w 12 /Sm W/Sm S_ ? 2 • Sm M. B9 SE 120 0.007 ? rtiL7 ? ?" �_M/M_ L Water at 126--If- 140 S m fo� 11-4 EXPLANATION B-9 - Boring Location ML - Silt, some fine sand mUCUSC - Silt, Clay, Clayey Sand SC/SM - Clayey Sand, Silty Sand SMIML - Silty, Sandy, Samdy Silt SCALE V = 20 feet SP/SW - Sands BENZENE SOIL ANALYSIS in mg/kg E2C, hic, 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Facimile: (661) 831-6234 FREEWAY LIQUOR STORE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA CROSS-SECTION B-B- DISTRIBUTION OF BENZENE IN SOILS I FIGURE 9 B FIGURE B-6; set ahead Intersect B-B' y B B-9 CROSS-SECTION B-B'- DISTRIBUTION B-6 15 feet B-4 B-3 N FILL SW E 1? ? L 1 -17.9 5 .58 ? 20 SP/Sw 2.3 SM/ML 0 JEDSO/S 4.3 11.3 16 ? Sw/S 40— -1 00 ? ? SM 3.7 --------- 6.49 SP/SW 11.7 SM SM ? 2.6 ? 120 1? ND 5.7 M U-Cusc .7 1 .0 1 Kin ? FIGURE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA ND ML CROSS-SECTION B-B'- DISTRIBUTION 0. ? '80 SP/Sw • JEDSO/S ? Sw/S ? -1 00 ? SM SMIS SM 120 1 ND SM/ML Q.245 . Water at 126 0.188 SM 0.058 140 EEC, Inc. 5640 District Blvd., Suite 102 Bakersfield, California 93313 Telephone: (661) 831-6906 Facimile: (661) 831-6234 SCALE V, =. 20 feet MTBE SOIL ANALYSIS in kg/mg EXPLANATION B-9 - Boring Location ML - Silt, some fine sand MUCUSC - Silt, Clay, Clayey Sand SC/SM - Clayey Sa'nd, Silty Sand SM/ML - Silty, Sandy, Sandy Silt SPISW - Sands FREEWAY LIQUOR STORE FIGURE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA 10 CROSS-SECTION B-B'- DISTRIBUTION OF MTBE IN SOILS °'100 SP /SW 14 Mucuso 10 SM/ML ? L ND M ? V" M80 1.00 20 140 6-8; set ahead Intersect B-13' B-6 15 feet # B-4 FILL 89 ? SW/k j71 SM 12 SMlSP ? SM <0.5 � '? ? Mlf L Water at 1261 SM < L615� E2 C, Inc. 6640 District Blvd,, Suite 102 Bakersfield, California 93313 Telephone: (661.) 831-6906 Fax: (661) 831-6234 SCALE I " = 20 feet TPHg SOIL ANALYSIS in mg/kg 4.0 EXPLANATION B-9 - Boring Location By SE ML - Slit, some fine sand MUCUSC , Silt, Clay, Clayey Sand SC/SM - Clayey Sand, Silty Sand SWML - Silty, Sandy, Samdy Slit SP/SW - Sands FREEWAY LIQUOR STORE FIGURE 2140 EAST BRUNDAGE LANE BAKERSFIELD, CALIFORNIA i A CROSS-SECTION B-S' - DISTRIBUTION OF TPHg IN SOILS FIELD EXPLORATORY BORINO LOG Field location of boring: p I ` PROJECT No. DATE ?. "�. � Utt. LOCATION - LQGG EQ BY�3� [•5- ry k BORING No. 5 Sheet of Casing installation data Drilling method �o gem, r�- Hone ciia. o m w ~- a a) w ro cn o 6 . ��n 0co:�, Water level Time late DESCRIPTION Q . i1c, ' a *Tz: Ak �a l �*/w'e• +y �P Y R rj —re g ca r g fi nw., g '�? V5 EV r h u ;f r, ! �y t2 f , �Y . F.�c a x p ' ycke+k ,i�'[x :Fa �F {•Sat Ai`� 0.".411 "m _•.6• �w 03 y/! � . S bs I F•r!� " a �� ; �' +' i° s /%�'�NCy'C.. ^ .� �Y ,p{ Fp i � is is' �„ .d nl �A :�. a"y " (,� RS `�E� �•q °� � p} 1 i � r f ro t0 }} q0 Is Ll f REMARKS: 0 VC) FIELD EXPLORATORY BORING LOO r-1 D M I � Q S.5D 350 I cyoo �- FIELD EXPLORATORY BODING LOG 64 of FIFE n FYPLC. RATORY BORING LOG Field location of boring: `L` yy c • �:: �. t d A sf ms n- PROJECT No. DATE 41:0jp-BORING CLIENT �` ; ' LOCATION LOGGED BY gill • f DRILLER RA� No. Sheet � of Casing installation data r Drilling method Noie +pia, 0. `a mug mE m JE E (n x CL Dui c Water level Tame Date DESCRIPTION �-r ! � P . • CY/. f al -aft f .. .. ... . ............. 1 2. .... ... f �g F f c �cw F% t - C kr 3 Ph b.� A I�'j `H W I!X•t� ' '7 °'.b ♦ il ik �^j �p. ,�+�•� El w� s-7', f f d� ✓P F /,A tA Ej .�,. REMARKS; (006 ;+ 910 J°eb f 0EX)i t(Y)U°f ' FIELD EXPLORATORY BORING LOG Field location of boring: ATE �1&101 PROJECT No' D CLIENT al LOCATION LOGGED BY DRILLER BORING No, heat of Casing Installation data Drilling method Hole dia. 0. CL CL 20 t3 Water level Time DESCRIPTION LA FIELD EXPLORATORY BORING LOG 1 FIELD EXPLORATORY BORING LOG owl Field location of boring: PROJECT No. DATE /? . CUENT L LOCATION LOGGED BYIAW'29,-C��hRILLS Ae .., BORING No. Sheet of Casing installation data DMZ, Ct Drilling method L e Hole d1a. 5i CL C3 E 03 in E E 0 :3 CL 0 a 0j U >-� Water level Time Date DESCRIPTION C J, . . . . . ....... (h) f L9 4-1 02 tr ......... ... . .. .. ............ X-1 V1 7 9 U C, 6 c ire L 114 %r w ------------ ILL REMARKS, 1010 10001— 10out 1000�- too, j (0 ovj FIELD EXPLORATORY BORING LOG Field location of boring: %.4esi 0 AD :k" V-e,%5.rf- PROJECT No. DATE CLIENT LOCATION ^ LOGGED -C-819-4- DRILLER BORING Na. Sheet of Casing Installation data Drilling method Hole d1a. V5 CL *4 2E q Water level Time .1 ... Date DESCRIPTION of to 5--f 5,AA . ...... Al- 2 0 72 Le a 3A4 .......... . ------------- REMARKS- L!;-o 5% (-)oo FIELD EXPLORATORY BORING LOG Fli ZCD 6 C)j � oo()� 000l I ao:) FIELD EXPLORATORY BORING LOG Field location of boring: PROJECT No. DATE BORING No. 0V f% V r>� CLIENT /V 0 LOCATION Sheet el, Drilling method kVIDu ir;rn (A - i . LOGGED BY DRILLER d Of Casing Installation data REMARKS: I �00 �- 700 Z,06 IgI jrx �.", no] -5 . C? Z5 0� 2 iv 3- rL.0 F E 0) Z 0) C 0 0 E E 0 .... ... .... . Water level = -6 U5 Time 0 c3 Bate own VI DESCRIPTION F-5 9 f fa 9 REMARKS: I �00 �- 700 Z,06 IgI jrx �.", no] -5 . C? FIELD EXPLORATORY BORING LOG �o> FIELD EXPLORATORY BORING LOG Fig ?fAl\ I o o c' „ 1 ?,40 f I ON f I /000 � 1 00() j. FIELD EXPLORATORY BORING LOG - (D ?PAN n0 t. V o f w-0 f � 0()-j _0 ;IC9 10 &01 FIELD EXPLORATORY BORINO LOG �o t-0 0 20 10 S-D 500 2,0 • FIELD EXPLORATORY BORING LOG Field location of boring: PROJECT No. DATE - L4 h -1 CLIENT LOCATION '* LOGGED BY DRILLER BORING No, T) Sheet Casing Installation data Drilling method Hole d1a. Z3 0 '0 cL E M E E om (n Z CL d) E 0 OE 6 - = (n 0 Cn Water level Time Date DESCRIPTION e, 5A —41 1, t5 z, 4 re 6 to Fro he REMARKS: apil FIELD EXPLORATORY BORING LOG -t D 3f,-* .5— �o rz.o. �o FIELD EXPLORATORY BORING LOG h, � �oo I 2(006� FIELD EXPLORATORY BORING LOG m 0 L- 101 1,0 ON j"000f FIELD EXPLORATORY BORING LOG BORING tea. Field location of boring: PROJECT_No. DATE CLIENT LOCATION � Sheet __2- LUGGED BY E - �P--• DRILLER �� of � Casing installation data rt Drilling method �� 5 � Hole d1a. iL1 Ci of E r z Q,, �, .� 'dater level 0 Time } �'"� y .! may rn Date DESCRIPTION j .3 VK-t} f.... try "s p � I at f'e . @ - 6 aw k +� • sea & 6 q "- t Z a 'f l Kc.& 4 a g a ( -7 t eat ---------- REMARKS; Le FIELD EXPLORATORY BORING LOG F 4 ?p ^ t Q 12 Y6 to R W FIELD EXPLORATORY BORING LOG /000� ix. a FIELD EXPLORATORY BORING LOG ti 1) C) 0 m 11 0 r� t FIELD EXPLORATORY BORING LOG %7 50 I 4� FIELD EXPLORATORY BORING LOG Field location of boring: 3 ........... PROJECT No. q11 zkL- DATE —,— CLIENT LOCATION LOGGED 8Y9>,'k1 CO's,I—DRILLE . RL?L6�i 11 BORING No, beet Of Casing Installation data DrIlling method i4-01—a d Ia. 0 0 at M I- CL - 0; CL .0 E E [a = CL E oar E6 >' 0 6:5 0 � Water level Time Date DESCRIPTION. y A. IT Y11— t 5A K SA /U H, L( -ml t I C' pn V-f - V C koWq-1 Ki -pl Al 7 P SIR ltllt2wt: es - A v- o -A L REMARKS., raw] 6 3 j';ao0+ to. 40+ "100,01 F 4. a04 I low, � C� FIELD EXPLORATORY BORING LOG elom W 0.!r Vo a 60 LD EXPLORATORY BORING LOG fieldiocatlon of boring: PROJECT No DATE BORING No. Drilling method Hole dia. CLIENT 7- )3,1t LOCATJOI�i Sheet LOGGED BY DRILLER of Casing installation data REMARKS: ?V D ,zoo Z--0a B A. Li ta 0 p u) z CL E cm 0 Water level 6 -0 &- Time Et6 >� Date 00 DESCRIPTION w C -e 4A VfIL f -,Cr 1 6a lot, Ak w § 0 7, -F 0 A,6 REMARKS: ?V D ,zoo Z--0a B A. Li FIELD EXPLORATORY 13ORING LOG Field location of boring: G. Tt sto PROJECT l0. DATE CLIENT cs LOCATION LOGGED 13Y -.-G2j DRILLER )D BORING No. Sheet of – j- Casing installation data Te D.fliflng method AW to 51Y Hole d1a. M E 9L 0– CL jo. (a Ei .2 %- CL -0 5 S ;a cn CL W w a E M 2 .a 6 Water level Time Date DESCRIPTION . . . . ........... ............................................................ Vp 0L Al; Vt.: . ............ REMARKS: Mm FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG Field location of boring: PROJECT No. C)2- DATE BORING No. 13 C' S� Co r V-4 -e'C— 0 r CLIENT -2- C-0 rn 0 LOCATION LOGGED BY - bRILLER Sheet Of I -p 1E;, 4L Ile Casing Installation data v V4001 M -�c-t =-75,5 bp p* Drilling method �6r- LA 31 30, -=j-lp-- 3 Hole dia. Water level Time F5 cs 0 ej 2 E L CL 0 E 2 E 5, 01 Date LZ z DESCRIPTION I I Al e) Re, w. � f* %- -Tc4 K -f- I r s- 34. 00 10+- 7 L r r,s 4L Ile =-75,5 C ro k"r-n REMARKS: FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG - rReld —Iocation of boring: r N e_ CA, PROJECT No. 19,02— DATE CLIENT LOCATION - Zx'a L"4 0 LOGGED BY DRILLER BORING No. Sheet of Casing installation data 2 jf vt e. W-4-0 10-5 -7 5 A Drillingmethod Hole d la. 7 3 P) 0 -7 V5 0 Ed- *5.5! E E E z CL E cn a Q E ter level Time Date DESCRIPTION A S j ck 'Lill V/ —6-o— AI d"t tot Wn f ci U:h v v REMARKS: FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY Y BORING LOG FIELD EXPLORATORY BORING LO 1 1 MELD EXPLO RATORY BORING LOG ' Flee location of boring: PROJECT o. lsozssol DATE ZD hi SORING Na. 33333k1k CLIENT 4tIL, AS- I LOCATION ` Ipxwt i J.. C�} Sheet LOGGED DRILLER L of using Installation data _ ?,.P'. -^ f '. £ fie i3? � . wjM = T0 s - ", n &;3_5; �s w Grilling method - t' .4T Cry rt 33p-: t14,c ;•wpa JQ,q - -Q&p . ;r = Hole dIa. ? Water level q 6 cJ Time 31 ° � a � �- a Date ... �• DESCRIPTION ��4�„ x•'14 ^: 7 1 �� +� L L rm V a J t O`W pm 1 1 • E f PIF-LD EXPLORATORY BORING LOG kRKS,, opt 5� V FIELD EXPLORATORY SORINO LOG Field location of boring: P J T ROECNo. DATE BORING No, CLIENT -2, LOCATION Sheet LOGGED f3Y-M---Ct--A-A-0Y— DRILLER of • Casing Instalfation data A,,... Drilling method Hole dia. —Fo 0 Water level -------- B: E 0 -6 C4 Time 0 U." Date 12.1 DESCRIPTION kRKS,, opt 5� V FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG Field location of baring; r l Ira, E r l . r n2 . tJAiI � +� BORING Na. CLIENT = &6r--yA',.Lt,"", LOCATION 21Y:3 6 qty 9 6 9"t-b- Street . LOGGED SY M��.DRILLER L- C, Of Casing installation data � Dili, Drilling method ,I -"._ Hole dia. ty Water level ` C'' Tim e 0° �'� pate © f-- cn rrs o cn. DESCRIPTION - ------ ---- {t 1 , 1 20 REMARKS: FIELD EXPLORATORY BORING LOG ' Field locatlon of boring: PAa,��C.; ta. r�2S3a� b BORING pia. DATE _. . CUE Rkak � LOCATION e- NJ �K Lft , p? .P. sheet 2. Drilling method ; � � �'i�, Hate'dfe. Casing installation data Water level _ to i p O o a d 0 E �? Date M ,-= t,6 M n FIELD EXPLORATORY BORING LOG ' FIELD EXPLORATORY 13ORING LOG f£lC locatlon of boring: PR }JE CT h $t �..�. DATE S 8DFIVI`G No. CLIENT ., ee }k uQ(401Z 5,2- LOOATION She at �. E.CGCEC B1� �2pi DRILLER = C- _ of . ' Casing Installation data Drilling method 5�� PIA Mole dYa. X. 6 u) Water level Time '.- ° z ' c, th Date DESCRIPTION ?0 ! 75 1000 I bo I I to ACM 5 152/ �t REMARKS: FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG - Field location of boring, Drilling method 9161 Hole dia. '01 1112 (p L61 :BORING No. PROJECT Na. DATE 4 . CLIENT �E(Zg�W.. 1-104M A -5 -2. LOCATION -2-140'E, ummg Lm...8y-rjp7 CA Sheet LOGGED BY DRILL'ER of Casing instaffarjon data Water level j- Time �4 G E Date 0 .11 fA -r IM M n --; : FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG - FIELD EXPLORATORY BORING LOG - FIELD EXPLORATORY E30RING LOG FIELD EXPLORATORY BORING LOG Field location of boring., PROJECT No. S-To DATE (11*OJ BORING No. CUENT .'fi "y L-Qf4otZ k1 -3 LOCATION sheet LOGGED BY DRil I PR Casing Installation data & o?f% i Drilling method Hole dia. Water level tx E J= E 0 E Time Date B DESCRIPTI ©N s. ..... ..... .... .. ('Kew?i dozv pi 0 1 C,,Tr F r4 6, TO M a qf y LL - ------------ Ww*3 -1&0 Jopr- Dny9f, REMARKS: FIELD EXPLORATORY 130RING LOG - FIELD F-XPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY E30RING LOG FIELD EXPLORATORY BORING LOG FIELD EXPLORATORY BORING LOG - FIELD EXPLORATORY BORING LOG iiJELD EXPLORATORY 13ORING LOG - FIELD EXPLORATORY 13ORING LOG FIELD EXPLORATORY BORING LOG - Field location of boring: Drilling method X16 - Hole dia. PROJECT No. p02-53-01 DATE VJ� BORING No. CLIENT MWA, LOCATION Sheet LOGGED GY -ffluC- A tt� DRILLER L-C-- of casing installation data Water level f L Time r- ja E E CL E E Date Q =1 :"w FIELD EXPLORATORY BORING LOG R MARKS: 7 c �s � FIELD EXPLORATORY E30RING LOG ' 7 Field location of boring: PROJMCT Na. UO2— CLIENT —DATE LOCATION 2 {�� tr3 •-� ....tai -� -- �..�� -� Sh ai r w-� . LOGGED BY G - DRILLER C''"c . ci , • Casing Installation data DrIlling method Hole dta.� Water IeveI � � �. CL �Time > C� UE w z E E Q Ui Date o DESCRIPTION ,r R MARKS: 7 c �s � v,.r-i n-FYPI_ORATORY BORING LOG FIELD -F-XPLOR14TORY BORING LOG I Y()'— DATE Held location of borling., PROJECT No. CLIENT - ..SLS5�: LOCATION S h LOGGED BY DRILLER FCasing installation dasa ---------- Drilling method Ylater level 'Ll JC a to Time E E C3 E cc ui Date ;=ir-i n- t-=XPLORATORY E30RING LOG 5, -f I 'SILT- A- 4) s 7� f �\AG "C- �jo E , M C- 67e,4-1 fJ tj AMOS SrA Ic" �101) C-1 �ilz I V R E & I A MKS: Ili Y ORING LO G FIELD EXPLORATOR f3 Field location of boring: PROJECTNo. livl- A Tr= • CLIC :,NT LOCATION 2-1141-0 LODGE DBY Casing Installation data OrMing method Hole d a. y/ater level .; ----------- M Tine E 5 E 2 E Ui Date v) Z DESCRIPTIO-R 45 5, -f I 'SILT- A- 4) s 7� f �\AG "C- �jo E , M C- 67e,4-1 fJ tj AMOS SrA Ic" �101) C-1 �ilz I V R E & I A MKS: Ili • FIELD - M+XPLOi •ATV PIY BORING LOG - •- M (CA—, Field location of boring: PRCI,IECT No. "C - E A E z, � ril NG No. ... CLIENT � � it ;l�- t,�GkG � LOCAT ION � � `�C� t= i5�t� �� a � G� M�.�x Skeet � LOGGED BY (4 A.t cs,— DRILLER �`� � �- 1. of - Casing Installation data AC SC 1j rr) 0 st Drilling method �'�� - dL l� Z�d� � 3 E3 4r, Hole dIa. I f s bit r_ t ('L r l �- Water level v " Q 6 Time r E E o z 0 bate . DESCRIPTION � I L- ry : t 9 t4- � ,Q�j tk) C' �,� F:� 5'M M r ,1 Ne Le4c(s- 0 F— M (CA—, vckT�— PIELD.LOCATION OF BORING: sg+' PAGE! OF PROJECT NUMBER: 1802JS09 DATES DRILLED: 6/11/13 CLIENT: Lloyd Childers DRILLER: E20 Remediati0rt SITEADDRESS: Former Freeway Liquors 2140 East Brundage Lane, Bakersfield LOGGED gyy W. Lawson, P.G. #7171 DRILLING METHOD AND EQIIlPMENT Hand Augered BORlMG DIAMETER: 4-Inch (inches) BORING DEPTH: (feet) WATER LEVEL I j DATE j 3 TIME � Depth: (Feet) SAMIPLEI3At41E Blow Count PID WELUBORING DIAGRAM uses SYm�� SOIL DESCRIPTION - 11.7' '* C' . Chi .- r 89 , 1 SOIL 81 3RING HAND- AUGERED O 10 FEE TAND BA 11KFILLED WITH SOIL CU INGS: SURFACE CAPPED WITH CONCRETE Well Construction Details: Well Depth: (feet); PVC I.D.: (inches); PVC Schedule: ; Screen Interval: to. feet, bgs; Slot Size (inch); Sand (Type: ); Placed to feet, bgs; Bentonite (Type :. ); Placed to feet, bgs; Cement Grouttremied: to feet, bgs. C.t7MMENTSt Q ,E C Remediation BO INGIWELL NAME: 5300 Woodmere Drive, Suite 105 Phone: (661) 831 -6906 I �3akersfiel C is 93313 Fax: (661) 831 -6234 HAB FIELD LOCATION OF BORING: PROJECT NUMBER: 1802JS09 DATES DRILLED: 6141113 CLIENT: Lloyd Childers DRILLER: E2C Remediation StTERDDRESS: Former Freeway- i_ IgUQCS PAGE OF 1 2 l4Q East Brundage Lane, Bakersfield LOGGED BY: Lawson, P.G. #7171 DRILLING METHOD Hand Angered AND EQUIPMENT: WATER LEVEL BORING DIAMETER 4 -fnr -h (inches) BORING DEPTH: (feet) DATE _ TIME E Depth (Feet} SAMPLE NAME atO� Count PID WELD BORING DIAGRAM USCS Symbol SOIL DESCRIPTION �a r lr' s f SA4) f f IG 4eAJ i SOIL BRING HAND AUGERED f O 10 FEE�TAND BA�KFiLLED WITH SOIL CUT INGS; SURFACE CAPPED WITH CONCRETE Well Construction Details: COMMENTS :. Well Depth: (feet); PVC I.D.: (inches ); PVC Schedule: ; Screen Interval: to feet, bgs; Slot Size (inch); Send (Type: ); Placed to feet, bgs; Benton e (Type: ); Placed to feet, bgs; Cement Grout tremied: to feet, bgs. EC Remediation BORINGIWELL NAME: 5300 Wo©dmere Drive, Suite 105 Phone: (661) 831 -6906 S of , Ca ifo rria�93313 Fax: (664) 831 -6234 HAB- FIELD LOCATION OF BORING: •..�'"' l J PAGE! OF 1 6111113 PROJECT NUMBER: 1802JS09 DATES DRILLED: CLIENT: Lloyd Childers DRILLER: E2G Remediation SITE ADDRESS: Former Freeway Ll uorS 2140 East Brundage Lane, Bakersfield LOGGED BY W. Lawson, P.G. 47171 DRILLING METHOD AND EQUIPMENT HandAugered BORING.DIAMETER', 4-4nch (inches) BORING DEPTH: - (feet) d WATER LEVEL DATE € i TIME TIME Depth (Feet) SAMPLE NAME Blow Count Plb WELL/ BORING DIAGRAM ttscs Symbol SOIL DESCRIPTION �i 03 C_Zp l lr row d �I SOIL B RING HAND -AUGERED O 10 FEE LAND BA KFILLED WITH SOIL GU INGS: SURFACE ACE CAPPED WITH CONCRETE Well Construction Details: Well.Depth: (feet); PVC I.D.: (inches); PVC Schedule: ; Screen Interval: to feet, b9s; Slat Size (inch); Sand (Type: ); Placed to feet, bgs; Sentonite (Type: ); Placed to feet, b9s, Cement Grout tremied: td feet, bgs. COMMENTS: ® EC Rerrmediation 5300 Woodmere Drive, Suite 105 Phone: (661) 831 -6906 Bakersfiel j , is 933'13 Fax: (661) 83'1 -6234 BORINGIWELL NAME: HAB- FIELD LOCATION OF BORING: _ PAGE OF PROJECT NUMBER: 1802JS09 DATES DRILLED: 6111/13 Lloyd Childers E2C Remediation CLIENT DRILLER, . SITE ADDRESS : - Former Freeway Liquors 2140 East Brundage Lane, Bakersfield LOGGED W.W. Lawson, P.G. #7171 LING T DRILLING METHOD Hand Augered AND L M HO BORING DIAMETER: 4 -inch (Inches BORING DEPTH: } (reef} WATER LEVEL _ _ _ DATE s I TIME t Depth Depth SAMPLE NAME Biaw Count. PID WELD BORING DIAGRAMt uses 5yml�nt SOIL DESCRIPTIOAI fi OF e, or, s T e ILA 0 ✓. JAM Aft SOILS RING HAND- AUGERED 0.16 FE AND-BA *FILLED WITH SOIL CU17 ING$; SU FACE CAPPED WITH CONCRETE r truction details: h: (feet); PVC I.D.: (inches), PVC Schedule: erval: to feet, brgs, Slot Size (inch); e: ); Placed to feet, bgs; (Type; ); Placed to feet, bgs; rout tremied: to feet, bgs. COMMENTS. E Remediation BOR1NGMELL NAME: 5300 Woodmere Drive, Suite 105 Phone: (661) 831 -6906 L`a. Bakersf i Ali# is 93313 Fax: (661) 831 -6234 "AB- FIELD LOCATION OF BORING, PAGE OF PROJECT NUMBER: 186=09 DATES DRILLED: 6/11/13 CLIENT Lloyd Childers DRILLER: E2C Remediaiion SITE ADDRESS: Former Freeway Liquors 2140 East Brundage Lane, Bakersfield LOGGED BY. W. Lawson, P.G. #7171 DRILLING METHOD AND EQUIPMENT. BORING DIAMETER. 4-Inch (inches) BORING DEPTH: (feet) WATER LEVEL i 1 t -- -- -,- -- – -- --- -- —� �.-- DATE i TIME t Depth (Feet) SAMPLE NAME Bloat Count PID WELLf BORING DIAGRAM uses Symbol SOIL DESCRIPTION it Z� Ar 26 L11-6zve- 4^27'Md .f Aol -- f.)L AQ e SOIL B RING HAND:AUGERED O 10 FEE r AND BA "KFILLED WITH SOIL CUTTINGS; SW 5ACE CAPPED WITH CONCRETE Well Construction Details: Well Depth: (feet); PVC l.1).: (inches); PVC Schedule:' ; Screen interval: to feet, legs; Slot Size (inch); Sand (Type: j; Placed to feet, bgs; Bentonite (Type: ); Placed to feet, bgs; Cement Grout trended: to feet, bgs. COMMENTS:. s � Remediaa*iQn BORING MELL NAME: 5300 Woodmere Drive, Suite 105 Phone: (661) 831-6906 HAB 5000 Sakersfie �� 3315 Fax: (661} 831 -6234 N. FIELD LOCATION OF BORING: PAGE-L aF 1 PROJECT NUMBER: 1802JS09 DATES DRILLED: 6/11/13 CLIENT: Lloyd Childers DRILLER: E2C Rernediation S ITEADDRE SS• Former Freeway l.lQUOrS 2140 East Brundage Lane, Bakersfield " LOGGED BY: W. Lawson, P. G. #7171 DRILLING METHOD AND EQUIPMENT Hand Augered 4 -inch j� 50RING DIAMETER: (inches) BORING DEPTH: L+` (feet} WATER LEVEL _ ~ DATE I w�W. ..�,_.�.._...,..........�.�.... �__..._... TIME ' I Depth (Feet) SAMPLE NAME Blow Count Pra WELL! BORING DIAGRAM USCS Symbol SOILDESCRIPTION V 1 E ¢ g o o e s s I BORING HAND AUGERED Q 10 FE AND BA KFILLED WITH SOIL CUTTINGS, SURFACE CAPPED WITH CONCRETE Well Construction Details: Well Depth: (feet); PVC I.D.: (inches); PVC Schedule: ; Screen Interval: to feet, bgs; Stmt Size (inch); Sand (Type: ); Placed to feet, bgs; Bentortite (Type: ); Placed to feet, bgs; Cement Grout tremied: to. feet, bgs. COMMENTS., o ESC Remediafian GQRINGMELL NAME: 5300 Woodmere Drive, Suite 105 Phone: (661) 831 -6906 Bakersite! Ia 3313 Pax- (661) 831 -6234 HAB- FIELD LOCATION OF.BORING: j v ° ' PAGE? OF 1 PRO.IECTNUMBER: 80 '�S0 DATES DRILLED: 6/11113 CLIENT Uoyd Childers DRILLER: E2C Remediation SiTEADDREsS: FormerFreeWaYLIqUOtS 2140 East Brundage Lane, Bakersfield LOGGED BY. W. Lawson, P.O. #7171 DRILLING METHOD DRI EQG METRO Hand Augered BORING DIAMETER: 4 -Inch (inches) BORING DEPTH: f , �= (feet) � t WATER LEVEL i DATE _ E -; TIME Depth (Fee=t) SAMPLE NAME sow Count Pip WELLil30RlKG DIAGRAM t3SGS Symbo! SOILDESCRIPTION l P i or VI AA SOIL BORING HANp AUGERED 10 FE AND BA KFILLED WITH SOIL CUTI INGS. SUF 1,FAOE CAPPED WITH CONCRETE Well Construction Details: Well Depth: (feet); PVC I,D.: (incites); PVC Schedule: ; Screen Interval: to feet, bgs; Slot Size (inch); Sand (Type: ), Placed— to feet, bgs; Berttonife (Type: ); Placed to - feet, bgs; Cement Grout tremied: to feet, bgs. COMMENTS: Q EC Remedlafion BORINGWELL NAME: 5300 Woodmere Drive, Suite 105 Phone: (661) 831 -6906 Akq",!13313 Fax: (661) 831 -6234 HAB-