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Home My WebLink About4050 GOSFORD ROAD (20)B Douglas R. Greener Fire Chief Deputy Chief Tyler Hartley Operations/Training /Arson 661 - 326 -3655 Deputy Chief Tim Lynch Fire Safety /Prevention Services 661 -326 -3652 2101 "H" Street Bakersfield, CA 93301 661) 326 -3911 661) 852 -2170 (fax) HOWARD H. WINES, III DIRECTOR PREVENTION SERVICES 2101 "H" Street Bakersfield, CA 93301 VOICE: (661) 326 -3979 FAX: (661) 852 -2171 November 23, 2010 Ms. Andrea Wing Shell Oil Products, US 20945 S. Wilmington Carson, CA 90810 RE: Soil Remediation Closure at 4050 Gosford Rd, Bakersfield, Ca Dear Ms. Wing; On November 18, 2010 Delta Environmental presented this office with a well abandonment report as final report for closure. This is to inform you that this department has reviewed the results of the soils analyses from the well destruction and abandonment for the above mentioned location. Based upon the information provided, this department has determined that appropriate actions have been completed, and that at this time, no further investigation, remedial or removal action or monitoring will be required for this site. Nothing in this determination shall constitute or be construed as a satisfaction or release from liability for any conditions or claims arising as a result of past, current, or future operations at this location. Nothing in this determination is intended or shall be construed to limit the rights of any parties with respect to claims arising out of or relating to deposit or disposal at any other location of substances removed from the site. Nothing in this determination is intended or shall be construed to limit or preclude the Regional Water Quality Control Board or any other agency from taking any further enforcement actions. This letter does not relieve the parties involved of any responsibilities mandated under the California Health and Safety Code and California Water Code if existing, additional, or previously unidentified contamination at the site causes or threatens to cause pollution or nuisance or is found to pose a threat to public health or water quality. Ifyou have any questions regarding this matter, please contact me at (661) 326- 3684. Sincerely, orrimento/ J Craig Perkins REA REA 1 -0g Hazardous Materials Specialist cc: Mr. Philip Gilchrist, Delta Environmental Hen and Sing Chao, Property owners - Serving the Community for more than a Century" SUSTAINABLE STRATEGIES FOR GLOBAL LEADERS November 18, 2010 DELTA Project No. SCA4050G 1 D SAP No. 121224 Mr. Craig Perkins City of Bakersfield Fire Department Environmental Services 2101 H Street Bakersfield, California 93301 Re: Well Abandonment Report Shell Branded Service Station 4050 Gosford Road E LTA Bakersfield, California Dear Mr. Perkins, M Delta Consultants (DELTA), on behalf of Equilon Enterprises LLC dba Shell Oil Products US (SHELL), has prepared this Well Abandonment Report for submittal to the City of Bakersfield Fire Department (CBFD) for the above - referenced site, see Site Location Map (Figure 1). In a letter dated September 17, 2010, the CBFD (Attachment A) granted closure of this case requiring abandonment of all dual nested soil vapor wells (VEW -1 through VEW -5). The purpose of this report is to document the soil vapor well abandonment activities. Work was conducted under the supervision of a California registered professional geologist in compliance with California Well Standards Bulletin 74 -90. iInogetf, 911 SOUTH PRIMROSE AVENUE SUITE K MONROVIA, CALIFORNIA 91016 USA PHONE +1 626.256.6662 / USA TOLL FREE 800.477.7411 FAX +1 626.256.6263 WWW.DELTAENV.COM Well Abandonment Report 4050 Gosford Road, Bakersfield, California November 18, 2010 Page 2 WELL ABANDONMENT ACTIVITIES FIELD WORK The former soil vapor well locations are shown on Figure 2; the available boring logs for duel nested wells VEW -1 and through VEW -5 are included in Attachment B. Well names, depths, and abandonment methods are described in the following table and summarized in Table 1. Wells VEW -1, VEW -2, VEW -3 and VEW -5 were over drilled to total depth and backfilled using the tremie method with neat cement (portland cement with approximately 5% bentonite). Well VEW -4 was pressure grouted with neat cement at a pressure of approximately 25 pounds per square inch (psi). Well Name Date Abandoned Well Depth Abandonment Method VEW -1 10/14/10 55 feet Over drilled to total de th /backfilled with neat cement. VEW -2 10 /14/10 60 feet Over drilled to total de th/backfilled with neat cement. VEW -3 10/15/10 50 feet Over drilled to total de th/backfilled with neat cement. VEW -4 1 10/13/10 1 65 feet Pressure grout/removed top 5 feet of casing/backfilled with neat cement. Not over drilled due to proximity to above ground storage container, restricting well access. VEW -5 1 10/15/10 1 65 feet Over drilled to total de th/backfilled with cement. WASTE DISPOSAL A total of 25 drums of waste material (18 drums of soil, six concrete debris drums and one drum of decontamination water) were generated during well abandonment activities and stored on -site in Department of Transportation (DOT)- approved 55- gallon. The drums were sealed and labeled in accordance with SHELL and DELTA protocols. The waste was temporarily stored on the subject property pending transportation to an appropriate disposal facility. The waste inventory record is presented in Attachment C. REMARKS t This report represents DELTA's professional opinions based upon the currently available information and are arrived at in accordance with currently acceptable professional standards. This document is based upon a specific scope of work requested by the client. The Contract between DELTA and its client outlines the scope of work, and only those tasks specifically authorized by that contract or outlined in this document were performed. This report is intended only for the use of DELTA's Client and anyone else specifically listed on this report. DELTA will not and cannot be liable for unauthorized reliance by any other third party. Other than as contained in this paragraph, DELTA makes no express or implied warranty as to the contents of this report. t 11 Well Abandonment Report 4050 Gosford Road, Bakersfield, California November 18, 2010 Page 3 Should you have any questions or comments concerning this report, please contact Mr. Philip L. Gilchrist DELTA) at (626) 873 -2730. The SHELL Project Manager is Ms. Andrea Wing, who may be reached at 714) 731 -1050. Sincerely, `o menta/g8 Delta Consultants ,N"A e aip m ] 1oa 2Qb* STA1E OF GP Philip L. Gilchrist, R.E.A. 30044 Project Manager Registered Environmental Assessor cc: Ms. Andrea Wing, Shell Oil Products US Heng and Sing Chao, Property Owners Scott Pearson, P.G. 6931 Consultant Professional Geologist Y SCOTT N. PEARSON N i No. 6931 " t Exp.5/31/2012 a» ,,, i' v FYI ?yz' y y ATTACIIWNTS: TABLE Table 1 — Well/Boring/Probe Data FIGURES Figure 1 — Site Location Map Figure 2 — Site Map ATTACHMENTS Attachment A — CBFD letter dated September 17, 2010 Attachment B — Boring Logs 1 Attachment C — Waste Inventory Record 1 s r rl c.n TABLE TABLE I WELL AND BORING DATA 4050 Gosford Road Bakersfield, California 6 I ................. I .......... ........................... I ........................... BB-1 Boring 1/19/00 40 5 5-40 BB-2 Boring 1/19/00 40 5 5-40 1313-3 Boring 1/19/00 20 5 5-20 1313-4 Boring 1/19/00 20 5 5-20 1313-5 Boring 1/19/00 20 5 5-20 1313-6 Boring 1/19/00 20 5 5-20 B13-7 Boring 6/21/02 60 5 5-60 Hollow Stem Auger B13-8 Boring 6/20/02 60 5 5-60 Hollow Stem Auger 1313-9 Boring 6/20/02 65 5 5-65 Hollow Stem Auger BB-10 Boring 6/20/02 65 5 5-65 Hollow Stem Auger BB -11 Boring 6/20/02 60 5 5-60 Hollow Stem Auger BB-12 Boring 6/20/02 60 5 5-60 Hollow Stem Auger BB-13 Boring 5/6/03 85 5 5-85 Hollow Stem Auger BB-14 Boring 5/7/03 85 5 5-85 Hollow Stem Auger BB-15 Boring 5/7/03 85 5 5-85 Hollow Stem Auger BB-16 Boring 5/7/03 85 5 5-85 Hollow Stem Auger BB-17 Boring 5/8/03 85 5 5-85 Hollow Stem Auger BB-18 Boring 5/8/03 85 5 5-85 Hollow Stem Auger BB-19 Boring 5/6/03 85 5 5-85 Hollow Stem Auger BB-20 Boring 5/6/03 85 5 5-85 Hollow Stem Auger VEW-lA Vapor Extraction Well 9/25/03 55 5 5-55 2 10 30 Abandoned 10/14/10 via overdrill. VEW-113 Vapor Extraction Well 9/25/03 55 5 5-55 2 40 55 Abandoned 10/14/10 via overdrill. VEW-2A Vapor Extraction Well 9/24/03 60 5 5-60 2 5 30 Abandoned 10/14/10 via overdrill. VEW-213 Vapor Extraction Well 9/24/03 60 5 5-60 2 40 60 Abandoned 10/14/10 via overdrill. VEW-3A Vapor Extraction Well 9/24/03 50 5 5-50 2 5 25 Abandoned 10/15/10 via overdrill. VEW-313 Vapor Extraction Well 9/24/03 50 5 5-50 2 35 50 Abandoned 10/15110 via overdrill. VEW-4A Vapor Extraction Well 9/23/03 65 5 5-65 2 10 30 Abandoned 10/13/10 via pressure grout. VEW-413 Vapor Extraction Well 9/23/03 65 5 5-65 2 40 65 Abandoned 10/13/10 via pressure grout, VEW-5A Vapor Extraction Well 9/23/03 65 5 5-65 2 5 30 Abandoned 10/15110 via overdrill. VEW-513 Vapor Extraction Well 9/23/03 65 5 5-65 2 40 65 Abandoned 10/15110 via overdrill. C13-1 Boring 10/15/09 100 5 10-100 Air Knifed to –10' bgs C13-2 Boring 10/14/09 100 5 10-100 Air Knifed to –10'bgs C13-3 Boring 10/15/09 100 5 10-100 Air Knifed to –10'bgs Notes: AMSL = Above mean sea level Not applicable Data prior to September 2003 supplied by WGR Southwest, Inc. Page 1 of I FIGURES iek fir. , f ' r A I,.e.r ; ..•:..- .r-• 1 M R- ya./ 7 / I '. • 1' ' ; ~, I Ii iirr..Ell;l A, VRW pill a; ii'.1'1•' I ;;I'rli J9FI '',6 11 ;7r'ii'1,oi: f: r•`.M!li — ,i.III i j ? A 1 :. ®;'a ' 1; Ili® —' ;I liil.Al M I F.1 t`i /Il c. L 4irr I,r ell' I % ' I / 111 a to a[ 1 1 ;iP! , Wr ITp lli,l ::Z lli LI - rwi} r <•II I ,%r r `' 1;' ^i i .il r i:al, M IZI vwl' /,.e V.11w/Fsw)/ ri1111IM" JUO EVEN rll: ZA rc0IwA-- 'iliff"4;,111 1M.— RIM -1101111W-MIEW R. ATTACHMENT A CBFD LETTER DATED SEPTEMBER 179 2010 e rr E R ue ARIM 1 1 1 t 1 1 1 1 1 1 D September 17, 2010 410 Ms. Andrea Wing. Shell Oil Products US 20945 S. Wilmington Carson, CA 90810 Ronald J. Froze RRE: Soil Remediation for 4050 Gosford Road, Bakersfield, Fire Chief CCalifornia. . Tyler Hartley Douglas Greener DDear Ms. Wing; Deputy Chiefs HOWARD H WIN ATTACHMENT B BORING LOGS BORING LOG Drill Rig: CME-85 Date Drilled, 9/25/03 Logged By. Boring Dia: 10 Inches Boring Number: VEW-1 Ryan Nunneley a) a Blow Depth E Completion Lithology Description cc Counts Feet U) Concrete Silty Sand (SM) grayish brown, very fine-fine grained sand, poorly graded, moderately micaceous, moist, no odor, 0 ppm V: P::.. Silt (ML) - dark brown, ri nplasFic, sjidhtiy clayey, !Tlightly 4-5-6 10 micaceous, moist, no odor, 0 ppm Sandy Silt (ML) - medium brown, nonplastic, very fine 6-7-9 15 grained sand, very micaceous, very moist, slight odor, 163 PPM Sand (SP) - light brownish gray, very fine-fine grained sand, 7-9-14 20 poorly graded, slightly silly, moist, strong odor, 620 ppm Silty Sand (SM) - medium brown, very flne grained sand, 19-36-41 25 poorly graded, nonplastic, moist, moderate odor, 196 ppm Sand (SP) - lightbrown, very fine grained sand, poorly 16-21-28 30 graded, slightly micaceous, damp, strong odor, 1780 ppm Sand (SP) - light grayish brown, very fine-fine grained sand, 19-23-24 35 poorly graded, very micaceous, damp, strong odor, 1643 PPM Sand (SP) Tight reddish brown, very fine g6alned sa d, 18-31-34 40 poorly graded, very micaceous, damp, strong odor, 1442 PPM Sand light brownish gray, fine-coarse grained sand, 22-38-42 45 well graded, very micaceous, moist, moderate odor, 164 ppm Sandy Clay (CL) - reddish graymed5m_placi fine 19-22-28 y. 50 grained sand, moderately micaceous, very moist, no odor, 0 ppm Sand SW)TghtE_ row , 7n ;Icoarse grained san well 24-2848 55 graded, very micaceous, damp, no odor, G ppm 60 65 Completion Notes: Site: VEW-1 Is nested with two 2" Wells. VEW-1A Is screened with 20 feet of schedule 40 PVC, 0.020" Texaco Service Stationslottedscreenfrom10feetto30feetbelowgrade. 10 feet to surface is blank schedule 40 PVC. VEW-1B Is screened with 15 feet of schedule 40 PVC, 0.020" slotted screen from 40 feet to 55 feet 4050 Gosford Roadbelowgrade. 40 feet to surface is blank schedule 40 PVC. Annular spaced back filled with sand from total depth to 37 feet bentonne sad placed from 37 feet to 33 feet, annular space backfilled akersfield, CA 93309withsandfrom33feetto8feet, bentonite sea] placed from 8 feet to 1 foot below grade, 12-Inch diameterwell box set In concrete from I foot to surface. Project No.: 423.EC R BORING LOG Drill Rig: CME -85 Date Drilled: 9/24/03 Logged By: Boring Dla: 10 inches Boring Number: VEW -2 Ryan Nunneley Blow Counts Completion Depth Feet Lithology Description Concrete Sand (SP) - grayish brown, very fine -fine grained sand, poorly graded, slightly silty, very micaceous, moist, slight odor, 25 ppm 2-4-5 10 Sandy Clay (CL) - dark brawn, medium plasticity, very fine grained sand, very micaceous, very moist, slight odor, 136 PPM 6 12 -29 -32 15 20 Clayey Sand (SC) -- med um brown, very fine grained sand, poorly graded, non lastic, slightly micaceous, moist, strong odor, 773 ppm Sand (SP) -*light grayish brown, very fine graaned sand, poorly graded, slightly silty, very micaceous, moist, strong odor, 992 ppm 19 -31 -50 25 Sand yy SUt (ML) -- light grayish brawn, nenplastic, very ind drained sand, moderately micaceous, moist, strong odor, 904 PPM 18 -34 -38 30 Sand (SP) - light brown, vary fine grained, poorly graded, very micaceous, damp, strong odor, 705 ppm Sand (SP) - Fight grayish brown, very fine - medium granee 19 -30-38 35 sand, poorly graded, trace gravel to 1W, very micaceous, damp, moderate odor, 359 ppm Sand (SP) - reddish brown, very fine grained sand, poorly 2`1-32-48 40 graded, moderately micaceous, damp, strong odor, 676 ppm 22 -31 -34 45 Sand (SW) :Tight gray, very finee -tnedl mugrainedsand, well graded, very micaceous, damp, slight odor, 185 ppm UM 13 -25 -32 5D Sandy Silt (ML) -- grayish brown, nonplastic, fire grained sand, moderately micaceous, moist, slight odor, 67 ppm Sand (SW) - fight brownish gray, very fine- coarse grained 26 -32-41 58 sand, well graded, very micaceous, moist, no odor, 0 ppm 26 -33-50 60 65 Completion Notes: Site: VEW -21s nested with two 2" wells. VEw -2A Is screened with 25 feet of schedule 40 PVC, 0.020" slotted screen from 5feet to 30 feet below grade. 6 feet to surface is blank schedule 40 PVC. Texaco Service Station VEW-2B Is screened with20 feet of schedule 40 PVC, 0.020" slotted screen from 40 feet to 60 feet below grade. 40 feet to surface is blank schedule 40 PVC. Annularspaced baclditled with sand q 050 Gosford Road from total depth to 37 feet, bentonite seal placed from 37 feet to 33 feet, annular space bacMed with sand from 33 feet to 3 feet, bentonite seal placed from 3 feet to 1 foot below grade, 12 -inch Bakersfield, CA 93309 diamela' well box set In concrete from t foot to surface, Project No.: 423.EQL,00 Page 1 I i 1i 1, 1 BORING LOG DdII Rig: CME-85 Date Drilled: 9/24103 Logged By: Boring Dia: 10 Inches Boring Number. VEW-3 Ryan Nunneley E Blow Completion Depth Lithology Description co Counts eet U) 4 If. A 1IN— Cohcrete Sand (SP) - light brown, very fine grained sand, poorly graded, very micaceous, moist, no odor, 0 ppm 5 Sandy Clay (CL) dark brown, low plasticity, very fine grained 4-6,12 10 sand, slightly micaceous, moist moderate odor, 372 ppm i-sandbrow-R—,every -fineSand (SP} - medium grained poorly 10-15-22 15 graded, slightly clayey, slightly micaceous, moist, strong odor, 2156 ppm Silty Sand (SM) brownish gray, very fine-fine sand, poorly 16-26-29 20 Fr" graded, nonplastic, very moist strong odor, 732 ppm Silty Sand (9-M—) F1g—hi-griy-1sh brawn, vary fine grained sand, 43-50 25 9 9 p Pp P poorly graded, nonplastic, Moist, strong odor, 4000+ porn Sand (SP) -light gray, vary tine -fine ra nedsand, poorly 27-36-42 30 graded, very micaceous, damp, strong odor, 582 ppm Sand (SP) light iray, viry find:fina drainecFsand 16-23-38 35 graded, very micaceous, damp, strong odor, 4000+ ppm Clayey Sand (SC) - medium brown, very fine grained sand, 26-30-37 40 P a poorly graded, nonplastle, very m1caceaus, moist, strong odor, 1640 ppm SandTSVV) 7ffght brown, fine- coarse grained sand, well 21-21-23 45 Lrgded, verymicaceous, damp no odor p —m — Sandy Slit (UL) - medium gray, nonplastic, very finegrained sand, slightly clayey, very micaceous, very moist, no odor, 0 21-32-38 50 n — '--grainedClayeySand (SC) - medium br57w7very nine -fine sand, poorly graded, nonplastic, very micaceous, very moist, no odor _0 ppin 55 60 65 Completion Notes: Site: VEVV-3 is nested with two 2" wells. VEW-3A Is screened with 20 feet of schedule 40 PVC. 0.020" Texaco Service Stationslottedscreenfrom5feet10.25 feet below grade. 5 feet to surface Is blank schedule 40 PVC. VEW-36 Is screened with 15 feet of schedule 40 PVC. 0.020" slotted screen from 35 feet to 60 feet 4050 Gosford Roadbelowgrade. 35 feet to surface Is Wank schedule 40 PVC. Annular spaced 4ackfilled with sand from total depth to 32 feet, bentonite sea] placed from 32 feet to 28 feet annular spade backfilled Bakersfield, CA 93309withsandfrom28feetto3feet, bentonito seal placed from 3 feet to I foot below grade. 12-inch diameter well box set in concrete from I foot to surface. Project No.: 423.EQL.00 Page 71 J J 7 3 1 BORING LOG Drill Rig: CME-85 Date Drilled: 9123/03 Logged By: Boring Dia: 10 Inches Boring Number: - VEW-4 Ryan Nunneley a) a Blow Depth • E Completion Lithology Description m Counts Feet U) Concrete Sand (SP) - medium brown, very fine grained sand, poorly graded, slightly silty, very micaceous, moist, no odor, 0 ppm 5 S4 Clay (CI_) - dark brown, low plasticity, very micaceous, 10 moist no odor, 0 ppm 4-5-12 Sandy Silt (ML) - brownish gray, nonplastic, very fine graTn.d 15 sand, moist moderate odor, 624 ppm 6;.10-14 Silty Sand (SM) - grayish brown, very fine -fine grained sand, 20 poorly graded, nonplastL, slightly micaceous, molst, strong129P:: i;: odor 534 ppm Sand (SP) light brownish gray, very flne-fine grained sand, 25 poorly graded, very micaceous, moist, moderate odor, 576 12-18-22 ppm Sand (SP) - light gray, very fine grained sand, poorly graded 30 moderately micaceous, damp, strong odor, 1124 ppm 15-20-28 Sand (SP) - light gray, very fim medljrn graTned sand, poorly 35 graded, very micaceous, damp, strong odor, 4000+ ppm21-2439 Sand (SP) light brown, very fine-fine gralned sand, poorly 40 aded very micaceous damp strong odor, 1081 ppm23-24-24 A I/ H - brownishClay aM7F plasticity, rr 65raiely jnicaoeous, moist, no odor, 0 pPrn Clayey Sand'_(SC)_-_Fr_ownish gray, very fine -fine grained 20-20-22 45 sand, poorly graded nonelastic, very micaceous, very moist, moderate odor, 244 ppm Clayey Sand (SC) - dark gray, very fine -fine -r-alnjd—igni__ X. :W 50 1ri" poorly tic, very micaceous, very moist, nograded, nonplas 17-2-2-29 rd odor, 0 ppm Sand (SP) - light grayish brown, very fine-fine grained sand, 55 poorly graded, slightly clayey, very micaceous, very moist, no 22-50 odor,q qpp Sand (SW) - light gray, fine-coarse grained sand, well graded, trace gravel to 1/2", damp, no odor, 0 ppm 23-50 s 60 -X 26-32-32 - 65 Completion Notes: Site'. VEW-4 Is nested with two 2" wells. VEW-4A Is screened with 20 feet ofschedule 40 PVC, 0.020" Texaco Service Stationsiottedscreenfrom10feetto30feetbelowgrade, 10 feet to surface is blank schedule 40 PVC. VEW-413 Is screened with 25 feet of schedule 40 PVC, 0.020" slotted screen from 40 feet to 65 feet 4050 Gosford Roadbelowgrade. 40 feet to surface Is blank schedule 40 PVC. Annularspaced backfined with send from total depth to 37 feet bentcnite sea] placed from 37 feet to33 feet annular space backni led Bakersfield, CA 93309withsandfrom33feetto8feet, bentonite seal placed from a feet to 1 foot below grade, 12-Inch diameter well box setin concrete from I foot to surface. Project No.: 423.EQL.00 Page 1 BORING LOG S xhh,r tt Drill Rig: CME -85 Date Drilled: 9/23/03 Logged By: Boring Dia: 10 Inches Boring Number: VEW -5 Ryan Nunneley C Blow Counts Completion Depth Feet Lithology Description Concrete Sand (SP) - grayish brown, very fine -fine grained sand, poorly graded, slightly silty, very micaceous, damp, slight 5 odor, 56 ppm Silty Clay ((5_} - medium brown — aw plasticity, slightly 7 -15-17 10 micaceous, mosit, slight odor, 82 ppm Sandy Silt (ML) - medium brown, nonplastic, very fine 6-9 -12 15 grained sand, slightly micaceous, very moist, strong odor, 3405 ppm i s 10 17 20 Silty Sand (SM) -light grayish brews, nonplastic, very fine -fine rained sand slightly micaceous, moist strop odor, 9 9 Y t 9 4000+ ppm Sandy Silt (ML) - light grayish brown, fine grained sand, a d 9- a:a L rr 9: r. 0 .. d . 15 -19-35 25 slightly micaceous, very moist strong odor, 3081 ppm Sand (SP) - light brownish gray, very fine -fine gralned sand, poorly graded, very micaceous, damp, strong odor, 4000+ 22 -30-34 30 ppm 26-36-41 35 Sand (SP) - light brownish gray, veryone -fine grained sand, poorly graded, very micaceous, damp, strong odor, 2391 PPM 24-28-35 40 Sand (SP) - light grayish brown, very fine grained sawn , poorly graded, very micaceous, very moist, strong odor, 1378 PPM 19-21-24 16 -27 -38 40-45-50 45 50 55 Sandy Clay CH) - grayish brown, highh plasticity, fine- medlttm grained sand, very micaceous, very moist, slight odor, 47 PPM Sand (SP) - grayish brown, very fine -fine grained sand, poorly graded, slightly clayey, very micaceous, moist, no 0 or, 0 ppm Sand (SW) -- light gray, very fine - medium grained sand, well graded, very micaceous, damp, no odor, 0 ppm 23 -38-43 60 Sand (SW) - light gray, fine- coarse grained sand, well i graded, moderate gravel to 1/3 ", very micaceous, damp, no odor, 0 ppm 16-11-15 65 Silty Sand (SM) - medium gray, nonplastic, veg fine grained sand, very micaceous, very moist, no odor, 0 ppm o: • p a ?' °ov:a i Completion Notes: Site:. VEW-5 is nested with two 2" wells. VEW - -SA Is screened with 25 feet of schedule 40 PVC, 0.020° slotted screen from 5 feet to 30 feet below grade. 5 feetto surface Is blank schedule 40 PVC. Texaco Service Station VEW -5B is screened with 25 feet of schedule 40 PVC, 0.020" slotted screen from 40 feet to 65 feet below grade. 40 feet to surface Is blank schedule 40 PVC. Annular spaced baddled with sand 4050 Gosford Road from total depth to 37 feet, benlonite seal placed from 37 feetto 33 feet, annular space backfiled With sand from 33 feet to 3 feet, bentonite seal placed from 3 feet to 1 foot below grade, 12 -inch Bakersfield, CA 93309 diameter well box set In concrete from 1 foot to surface - Project No.: 423.EQL.00 Page 1 ATTACHMENT C WASTE INVENTORY RECORD WASTE INVENTORY RECORD 14050 &05com ad I Fzja yer-4 p—vj LocationlSS# Tet cmry- Mp '5 Field Technician Page i of 2 Ib t2 I L (5 Dale Generated Well or Boring ID Depth Interval) Feet Type of Waste Waste Volume 56- gallon drum Date Generated Drum & ID or Stock Pile and Designation pH Wateronly Comments wet,odor,chemical constituents, etc.) u, 1 3a1 d U Io 1 0 1712- CDnShr, ton l r P- Q 5 PorAoxd DR- Date Waste Sample(s) Taken: p y Stock Pile on Site Volume of Soil drums of Decon drums of Sludge drums of Empty drums TOTAL Sketch Locatlons of Waste I coorwH J c"g 1 t li L1r,('. ,. l 1 K:1Monrovia Admin\Terrance\Backup 5- 22- 20091terrancet\Desktop\P5A Paperwork \Waste Inventory Form.xls WASTE INVENTORY RECORD goSo ooafoq 14, LocationlSS# flgwe., 103 Field Technician Page Z of 2- D 14 1 Date Generated Well or Boring ID Depth Interval) Feet Type of Waste Waste Volume 55- 9allon drum Date Generated Drum & ID or Stock Pile and Designation pH water only Comments wet,odor,chemical constituents, etc.) b -(P 3C, k' l k tz t0I y6%1 c s VE - 5 1 0-0 Dig.- 20 L) L 1 pha It vlw-5 64b5l D2--ZZ art coin 5 v 3 D R?3 De-con I cA porkkao pfaskc, Date Waste Sample(s) Taken: 10-115 r Stock Pile on Site Volume of Soil drums of Decon drums 4 of Sludge drums of Empty drums , 0 TOTAL Sketch Locations of Waste j K:\Monrovia Admin \Terrance\Backup 5-22- 2009 \terrancet \Desktop\P5A Paperwork \Waste Inventory Form.xls SOIL SAFE OF CA - !1 PST 1!!anfest ° Hazardous SoilsNon- Date of Shipment: Responsible for Payment TransportTruck #: Facility #: Approval Number Load # i Generators Name and Billing Address: Generator's Phone #: 71 2 %1 -7011SHELL (.);L 'RiCI=TSUS Y Person to Contact: f'fny200'45 ta. \i A LM I d0TOi\l AVE, iY fa.ndrE: C.AR}?_ C')N, CA 0081f) FAX#: Customer Account Number 1 Consultant's Name and Boling Address: Consultant's Phone #:i ry, s Person to Contact: keFAX #: Customer Account Number Generation Site (Transport from): (name & address) Site Phone #: 973372LI SHELL Ull. '121. 2d 2Ih!CIQEI iT: SHELL Person to Contact: 41050 GO F'OR[a ROADc SAP: 121224 OAXERSFIELD, Ct,. s33 J9 FAX#: o RIPR: 250".1 U Designated Facility (Transport to): (name £+address) Facility Phone #: ti Boaj'm—'l -SOQi 3 54I SAFE Person to Contact. 0 12:328 NIEBISCUS AVE+',\lU(= DEi t_L' -:CJA JEFFREYoADE.L,6AYFO, GA 2301 FAx #: toT. 700) 2 6- 6n(1l.1 V, Transporter Name and Mailing Address: Tra?^ns1prGo-rtiter' s Phone #: r jO- 5200 C4M000 1p 0 13 BELSNI P(_ 2577'1 TC1'•v Ji:: CF_ {J'fRS DRIVE Person to Contact: LARRY MOOTHART 65054? 171: FOOTHILLI{I_l NA.hit;Fi, GA 92ti10 FAX #: Customer Account NumberSul: 1t3JQi; 9.19- 400 -5210 z Description of Soil Moisture Content Contaminated by: Approx. Qty: Description of Delivery Gross Weight Tare Weight Net Weight a »y Sand Organic Clay Other 0-10% 10-20% Gas ' Diesel 7 420% -over Other O Sand Organic C3 0 -10% 10-20% Gas Diesel r_ -? 1 Clay Other 20% - over Other List any exception to items listed above: ScaleTicket # Generator's and /or consultant's certification: I/We certify that the soil referenced herein is taken entirelyfrom those soils descried in the Soil Data Sheet completed and certified by me /usfor the Generation Site shown above and nothing has been added or done to such soil that would alter it in Yi, any way. N Print or Type Name: Generator El Consultant Signature and date: Month Day Year Larry h400th.art of BEST on behalf of Sh•'?li OfUS ! I y4 r u s; Transporter's certification: I/We acknowledge receipt ofthe soil referenced above and certifij that such soil is being delivered in exactly the same I/We is being directly the Generation Site to the Designated Facility1oconditionaswhenreceived. further certify that the soil transported from 2- without off - loading, adding to, subtracting from or in any way delaying delivery to such site. Print•orTyPe Name '- ` Signature and date =' e1 -' ' M nth D Ye 1. Discrepancies: f.4 Recycling Facility certifies the receipt ofthe soil covered by this manifest except as noted above: Print or Type Name: Signature and date: cc D. E FREY/J. PR0Vj)J\JS ..1. _- 7> r Jg i" Please: f %v+r. 4! °• •f4'ti T S[iS'..F ^s.y1 r"'; ,,1`,,,,,,,, ,,,, r" %9_• 'h•'3:Ci S..Y. Fr. p z YP A M- ktintorte ,Y^ _ r 7 f NO. 689032 NON. HAZARDOUS WASTE DATA FORM M Generators Name and MailingAddress Generator'sSite Address (ddi ferenlthan maMng address) SHELL OIL PRODUCTS US SHELL OIL 121224 20746 S. ! INGTON AVE. 4050 GOSFORD ROAD GARSON; CA 80810, BAKERSFIELD, CA 93300 ATTN: ANDPEAWNG Generator'sPhone: Container type removed torn site: Container type transported to receiving facility: 9 Drums Vacuum Truck Roll•off Truck Dump Truck Drums Vacuum Truck Roll-off Truck ; Dump Truck Other Other t Clua_ntity Quantity Volume W WASTE DESCRIPTION Non-Ha' on- HaZardOLIS Cbmtruction Debris GENERATINQ PROCESS. Site: ConsteLidlon Z UJ COMPONENTS OF WASTE PPM % COMPONENTS OF WASTE PPIA %. t 1... Concl'ete . ; = 0-10U ,0 3. , 2.' A'sphait Concreta r' 0 -1Q0% 4. i c Waste PfOfile ]89]O PROPERTIES: pH SOLID LIQUID ' SLUDGE }SLURRY ' OTHERNA HANDLING INSTRUCTIONS: GeneratorPrinled/Typed Name Signature Month •' • Day :Year Larry Moothart of BESI on behalf of Shell The Generatorcertifies that the Waite as dascrlbedIs 100% non - hazardous .' ' Transporter1 Company Name ' Phoned t3ELSHIRE a49- at o -5?au - W Transporter I Pdrited/rypedName Signature Month ' . Year. cc 4— L Day, I b z I Of Q a TransporterAcknoti dgmenlof Receiptof Materials W Trans rtar 2. y Name P ne zL Transporter2 Pdntedjryped Name _ Signature 6ionth' Day . ' Year 2 Transporter Acknowledgment of Receiptof Materials Designated Facifrty Name and SiteAddress Phone# CROSBY & OVERTON 662- 432 - &146 J 1630 W. 17TH STREET 1< LONG BEACH, CA 00813 INCIDENT: 87337288 Z RIPR: 80034 PrinledriwedName Signature Monin Day YeF w 1 G (' 00 Designated Fac Pity Owner or Operator: Certification ofreceipt of materials covered by this data form M