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Home My WebLink AboutUNDERGROUND TANK-C-08/19/97 ---- - ~-../ "'---. TIME CHARGED BUSINESS/DEAPRTMENT NAME: ~'S u-~ R-l J'¿ ADDRESS: <2.{ 2-- '=- UN(~ PROJECT DESCRIPTION: V'J~C)~ \Þ\,,~ ~ As'~ r PROJECT NUMBER: 4Ç7 F 0 -¿;y::pt¡;) TIME DATE: NAME: CHGD: COMMENTS: .!7/zJt(c.r- ~t~ , kf (!.e-\JL~,/ Aptr~e ~/íp~:,,1. /~ dL· ~ 1- t." 6.... s.t~ ~ 60"'" 15A"'P('~J /c¡/( !'1e:;- ~,~ X L-r wr,J-e. (+r - pro)__ ~..J.- de.l...~A('. 6. Iq1r I ..19/'-0 (c,ç c:Âi-J I ¿,r____·r~le.vJ 0JtN'k..f/c.."" - YlfOl.bf (tr. jj- Ly C¡S ßïJJJd&z\ t -i (- 41 S /~:,¿ GYJTl;J ~ ;;</9,oD It!, [~o!~ ç' <:t:::k.J .3 hrs t{2u,(,vJ s,-k A<;_f / ol.swç7> ~I ¡¿..lit d-;;)<K-q(o &)1) 3 /iu (ãJJJQ:- ß6.ð6 1":1 ~ ~çÄ (~ ' - /(;('1-7 (% ~ 7/~<,3 hr, ¡Z...,~..J Me 1~-/0'¡ r'f.Å' / ~('t. 7(t1.fo ~ I h r D rõ..(-t re-C)fCl)A.~~..-h, f\fc.. I e. #.~ r J6/'s/1f. -f!r!r JD...- 'k"f-)'¡".,4ft ZM'i6 µ,. 10 if 96 ca 15' rfkp $b;;)·:: Jj d 79 ¿tL .Iro/z.!C¡l ~ ' I. ~ ~r {2e>i\-e.JW wi? 4 Ap¡;r()J~ {vJ)AT8e.J {'--/3~q7 ßALtJ ! 5 du-(? II bd ~ II ~ r- ,vI/ >!~7 Ov\. ~ I-I-c. h J ('11;1,"") 1 t.-.r i OIl 0. I" 1 1 I. . \ <? 1~,' __ 0 " . () I rJ5 /'( r' o II'" ~ &- 1',-, f-e^'\bÞJ /C.y:>u-'í ~ I..- c.I<¡'~ \.....os~ /O-¡)1~97 6~M4,3~ d1 0:;¿=:-jj)/'tb ecA PROJECT COMPLETION: DATE: I I I I I I I I I I I I I I I I I I I .::L -ADVANCED ENVIRONMENTAL CONCEPTS INC- / I I I I I I I I I I I I I I I I I I I - ADV ANCED ENVIRONMENTAL CONCEPTS INC- / Advanced Environmental Concepts, Inc. is pleased to present the following: Confirmation Boring Report for ROSEDALE EQUIPMENT RENTAL (Formerly Sams-U-Drive) 2122 Union Avenue County of Kern . Bakersfield, California This report has been prepared for: Ms. Geraldine Carter . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. July, 1997 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831·1646. . FAX 805/831·1771' I I I I I I I I I· I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc. Table of Contents Page 1.0 INTRODUCTION 1 2.0 BACKGROUND 1 3.0 SITE CHARACTERISTICS 4 3.1 Site Description 4 3.2 Regional Geology 4 3.3 Local Geology 5 3.4 Hydrogeology 5 4.0 ASSESSMENT ACTIVITIES 5 4.1 Decontamination Procedures 5 4.2 Soil Borings 5 5.0 ANAL YTICAL RESULTS 6 6.0 CONCLUSIONS 6 7.0 RECOMMENDATIONS 6 8.0 LIMITATIONS 7 9..0 CLOSING 8 Appendices: (A) (B) (C) Project MapslFigures Boring Logs Laboratory Reports/Chain-of-Custody Documents Project: AEC 97C-1800 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 4400ASHEROAD.#206· BAKERSFIELP,CA933'Ö 805/831-1646· . . 'F~, 805/831·1771 I I I I I I I I I I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc. 1.0 INTRODUCTION This report presents the results of a confirmation soil sampling investigation conducted by Advanced Environmental Concepts, Inc. (AEC) to determine if gasoline range hydrocarbons, identified following the removal of three underground storage tanks (UST's), and subsequently evaluated during site assessment activities, had continued to migrate downward. The UST's were located at the Rosedale Equipment Rental facility (formerly Sams-U-Drive), 2122 Union Avenue, Bakersfield, California (Appendix A, Figure 1). The project was performed on July 3, 1997, in accordance with the work plan previously designed and submitted by AEC and approved by the Department of Environmental Services, Bakersfield Fire Department (City). This investigation was authorized by Ms. Geraldine Carter (client), and conducted under the oversight of Mr. Howard Wines, Hazardous Materials Technician (City). Contained in this report is background information regarding existing site characteristics, regional and local hydrogeological profiles, and the project history. Also included in the following sections are the objectives and scope of investigation, detailed investigative procedures, and subsequent'findings. Finally, AEC provides an evaluation of said findings and makes related conclusions and recommendations. The report appendices contain project maps and figures (Appendix A). soil boring logs (Appendix B), and laboratory reports/chain-of- custody documents (Appendix C). 2.0 BACKGROUND On March 22, 1995 Kern Environmental Services (KES) removed three underground storage tanks (UST's) from the subject site. All three tanks were of steel construction and contained gasoline, diesel, and waste oil with capacities of 10,000, 2,000, and 1,000 gallons, respectively. Following the removal of the UST's a total of eight soil samples were collected from beneath the tank inverts and analyzed for hydrocarbon and chemical constituen~ known to be associated with the contents of each tank. The laboratory data is presented in Table 1. TABLE 1 ANALYTICAL RESULTS - TANK REMOVAL 3/22/95 Sample I.D. TRPH TPH-g TPH-d B T E X TOX Pb 1 NA 38 NA ND ND ND 0.10 NA NA 2 NA ND NA ND ND ND ND NA NA 3 NA ND NA ND ND ND ND NA NA 4 NA ND NA ND ND ND ND NA NA 5 NA NA ND ND ND ND ND NA NA 6 NA NA ND ND ND ND ND NA NA 7 ND NA NA NA NA NA NA ND ND 8 240 NA NA NA NA NA NA ND ND D.L. (µgm/gm) 20.0 5.0 10.0 0.005 0.005 0.005 0.01 20. 5.0 DL: Detection Limit NA: Not Analyzed ND: Non-detected B: Benzene Project: AEC 97C·18OO 1 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 · BAKERSFIELD. CA 93313 805/831-1646· FAX:8D5/831-1771 I I I I I I I I I I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc. T: Toluene E: Ethylbenzene X: Xylenes Pb: Lead TRPH: Total Recoverable Petroleum Hydrocarbons TPH-g: Total Petroleum Hydrocarbons as Gasoline TPH-d: Total Petroleum Hydrocarbons as Diesel TOX: Total Organic Halides ' On May 5, 1995 KES returned to the subject site and used an Extend-A-Hoe backhoe to dig down approximately 12-feet BGL and collected one soil sample in an effort to find the vertical limit of the waste oil plume. The analytical results are shown in Table 2. TABLE 2 ANALYTICAL RESULTS - TANK REMOVAL 5/12/95 (ppm) Sample !.D. TRPH TOX Pb A-1 190 NA NA D.L. (µgm/gm) 20.0 20,0 5.0 NA: ND: Pb: TRPH: TOX: Not Analyzed Non-detected Lead Total Recoverable Petroleum Hydrocarbons Total Organic Halides As a result of the information presented by KES the City determined that further evaluation of the area beneath the former waste oil tank was required. On September 1, 1995 two soil borings (B-1 ,2) were advanced within the tank pit. Boring B-1 was advanced directly through the center of the former waste oil tank location and B-2 was positioned about 10 feet east of B-1. Gasoline odors were immediately detected in the cuttings from B-2. The recognition of gasoline prompted the City to require additional assessment work be performed to evaluate the extent of the newly detected gasoline plume. Between September 1 and September 21 1995 five soil borings were advanced by AEC. The analytical results are presented in Table 3. Project: AEC 97C-1800 2 " ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND" 4400 ASHE ROAD, #206 " BAKERSFIELD, CA 93313 8051831,1646· FAX'8051831-1771 I I Confirmation 80ring Report , Advanced Environmental Concepts, Inc. I TABLE 3 Analytical Results -Soil Borings I 09/01/95 and 09/21/95 (ppm) I Sample I.D. TRPH TPH-g 8enzene Toluene Ethylbenzene Xylene 81-15 6.4 NA NA NA NA NA 81-20 17 NA NA NA NA NA 81-25 310 NA NA NA NA NA I 81-30 2.1 NA NA NA NA NA 82-25 NA 800 1.5 37 34 320 I 82-35 NA 2000 99 320 78 460 82-40 NA 2000 76 220 63 340 82-45 NA 840 8.2 110 36 220 82-50 NA 7.2 ND 0.052 0.055 0.3 I 83-15 NA ND ND ND ND ND 83-20 NA ND ND ND NO ND I 83-25 NA 3400 ND 27 47 580 83-30 NA 11 000 0.45 370 230 986 83-35 NA 14000 19 1000 310 1800 83-40 NA 5300 2.0 160 88 540 I 83-45 NA 49 0.05 1.0 0.52 3.3 83-50 NA ND ND ND ND ND 83-55 NA ND ND ND NO ND I 83-60 NA ND ND ND ND ND 84-20 NA 120 ND ND ND 0.18 84-25 NA 1000 ND ND 2.7 17 I 84-30 NA 11 ND ND NO ND 84-35 NA 2000 ND 42 27 180 84-40 NA ND ND ND ND ND I 84-45 NA NO NO 0.06 ND 0.05 . 84-50 NA NO ND ND NO ND 85-25 NA ND ND ND ND NO I 85-30 NA ND ND ND ND ND 85-35 NA NO NO ND NO ND 85-45 NA ND ND ND ND ND I D. L.(mg/kg) 1.0 0.005 0.005 0,005 0.005 0.015 D.L. Detection Limit ND: Non-detected at indicated limit of detection I NA: Not Analyzed TRPH: Total Recoverable Petroleum Hydrocarbons TPH-g: Total Petroleum Hydrocarbons as Gasoline I I ProJ~t: AI!O 9';'0,1800 3 I . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 . BAKEF;l.SFIELD. CA 933c13, 805/831-1646 . "FAX 805/831-1771 - I I I I I I I I I I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc. The analytical data obtained from the soil borings were used to evaluate the limits of the hydrocarbon plume an~ to perform a risk assessment. Results of the risk assessment indicated that given the actual residual saturation capacities of the soil profile no further downward migration would occur. As a safety measure, a "worse case scenario" risk assessment using a homogeneous soil profile consisting of gravel (GP) indicated that the plume would migrate and additional 50 feet downward prior to stabilization, still leaving 120 feet of unimpacted soil between the plume and the first occurrence of groundwater. The areal extent of the plume is shown on Figure 2. - With the information derived from the risk assessment, AEC requested thatsite closure be granted from the City; however, the City issued a letter of conditional closure which required that a boring be advanced after one year to physically demonstrate that the assertions put forth in the risk assessment were accurate. This report presents the result of the confirmation boring requested by the City. 3.0 SITE CHARACTERISTICS The following sections summarize the project site features and conditions along with regional and local geological and hydrological characteristics. 3.1 Site Description Sams-U-Drive rental facility is located on the northeast corner of the intersection of East 21 st Street and Union Avenue, in Bakersfield, California. The general area Is comprised of light industries and related services. The subject site is at an average elevation of 385-feet above mean sea level with minimal topographic relief. 3.2 Regional Geology The subject property is located in the Southern San Joaquin Valley (Valley) which is a part of the Central Valley of California. The Valley forms the southern two-thirds of the Central Valley and is characterized as a broad structural trough. It is bordered on the east by the S i err a Nevada Range and on the west by the Coast Range (Diablo and Temblor Mountains). The Valley extends 250 miles southeastward from the confluence of the San Joaquin and Sacramento Rivers to the Tehachapi and San Emigdio Mountains. The width ranges from 25 miles wide near the Kern River to approximately 55 miles wide near the Kings River, with an approximate average width of 40 miles. Geology of the southern Valley consists of a Pre-Tertiary basement complex overlain by marine and non-marine sedimentary rocks of Tertiary age, These rocks are composed of consolidated sandstones, siltstones and shales which thicken from northeast to southwest. The Valley was once an inland sea of comparatively shallow depth that continued to subside due to the ever increasing load of sediments transported and deposited from higher elevations. These deposits consist of gravels, sands, silts and clays. The majority of the groundwater pumped from the Valley floor occurs within these relatively unconsolidated continental deposits. Project: AEC 97C-1800 4 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 4400ASHEROAD.#206 . BAKERSFIELD.CA93313. 805/831-1646·- -FAx805/831·1771 I I I I I I I I I I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc. . 3.3 Local Geology The investigated property is located on alluvial deposits, created from sediments transported and deposited by local streams, and during flood stages of the Kern River. The site is situated I~ a low to moderate energy flood plain environment consisting of weakly consolidated to unconsolidated, poorly. bedded sands and silts. 3.4 Hydrogeology Ground and surface water in the central Bakersfield area is regulated by the Kern County Water Agency. According to the Kern County Water Agency "Report on Water Conditions - 1994". depth to groundwater in unconfined and equivalent wells is estimated at 220-feet below grade level (BGL) at the site. No perched water bearing zones are reported In the area. 4.0 ASSESSMENT ACTIVITIES 4.1 Decontamination Procedures Prior to initiating drilling operations, the auge~s and associated drilling equipment were thoroughly cleaned using a high pressure steam cleaner. In addition, the soil sampler and hand auger were washed in an Alconox solution and double rinsed in clean, deionized water prior to initial use and between each sampling interval to minimize the possibility of cross-contamination between samples. 4.2 Soil Boring On July 3, 1997 one confirmation soil boring (CB-1) was drilled on the subject property. The boring was advanced using a truck-mounted Mobile B-53 drill rig, equipped with 8-inch 0.0. continuous flight, hollow-stem augers. The soil boring was positioned between the two previous soil borings (B-2, B-3) that exhibited the highest hydrocarbon concentrations and extended to the greatest depth. Locations of soil borings are plotted on Figure 2 and a cross-sectional view is present on Figure 3. Soil samples were collected at intervals of 5-feet in all borings commencing at 35-feet BGL. Samples were obtained' by drMng a thin-walled steel sampler, equipped with three 2.5-inch x 6-inch brass sleeves, a minimum of 18-inches into previously undisturbed soil. The sampler was driven ahead of the augers using a 140-lb. slide hammer with a 30-inch vertical fall. Following each sample drive, the sampler was withdrawn from the borehole and the three brass sleeves were removed. The bottom sleeve was retained for laboratory analysis and prepared by placing tenon tape and plastic caps over each end, then securing the caps with duct tape. The samples were labeled, placed In sealable plastic bags, recorded on a Chain-of-Custody document and placed in an ice chest cooled with blue Ice. Soil exposed at each end of the center brass sleeve, and the cuttings, were examined for lithological purposes and for any obvious evidence of hydrocarbons. lithologic descriptions were logged according to the Unified Soils Classification System (USCS). ",e)tal! A!O 0.,0·1800 e . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND'· 4400 ASHE ROAD. '206 . BAKEÀSFIELD. CA 93313 805/831·1646 . FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I Confirmation Boring Report ~~:~~~~7~~ Advanced Environme~~.(LGoo£~pts...lnç. I . --. ~ ~-'~-~f Chain-of-Custody protocol was strictly followed to ensure sample and traceability. Upon completion of the above described procedures. the borings were plugged with hydrated bentonite chips. 5.0 ANALYTICAL RESULTS Selected soil samples were submitted to Zymax Envirotechnology, of San Luis Obispo, California and analyzed for Total Petroleum Hydrocarbons as gasoline (TPH-g), Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX), ànd Methyl-t-Butyl Ether (MTBE) using EPA method 8020 and GCIMS combination. The analytical results are presented in Table 4 and the laboratory reports and Chain-of Custody are provided in Appendix C. Units are in milligrams per kilogram (mglkgm) which are equivalent to parts per million (ppm). TABLE 4 Analytical Results - Soil Borings 07/03/97 (ppm) Sample I.D. TPH-g Benzene Toluene CB1-35' 55.0 0.30 3.30 CB1-45' 3200 3.30 85.0 CB1-50' ND 0.009 0.033 CB 1-60' ND 0.012 0.071 D. L(mglkg) 10.0 0.005 0.005 Ethylbenzene 0.90 57.0 0.006 0.006 0.005 Xylenes 5.60 310 0.056 0,043 0,005 MTBE ND ND ND ND 0.005 D.L. Detection Limit ND: Non-detected at indicated limit of detection NA: Not Analyzed MTBE: Methyl-t-Butyl Ether TPH-g: Total Petroleum Hydrocarbons as Gasoline 6.0 CONCLUSIONS On the basis of our investigation, AEC presents the following conclusions: · The conclusion put forth in AEC's December 1996 Assessment Report are still pertinent to the status of the subject site. · Analytical results indicate that the hydrocarbon plume has not migrated downward, 7 .0 RECOMMENDATIONS Based upon the information presented in this report and the risk assessment presented in the December, 1996 report, Advanced Environmental Concepts, Inc. recommends that the subjectsite be granted a "no further actiQn" d(t$;gnation and tine çlºsu.r~ be jl$$ued., Project: AEC 97C-1800 6 . EN\I1RONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400ASHEROAD.lt206 . áAKER~FIELD,CA93313 805/831·1646 FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I . . Confirmation Boring Report Adv~nced.Environmental Concepts, Inc. . 8.0 LIMITATIONS '. This work has been peñormed In accordance with generally accepted environmental science and engineering practices. The soil samples for this project were obtained on a finite grid as directed by the on-site regulatory agency representative, hence the analytical results are indicative of discrete samples and are not meant to be . misconstrued or representative of unsampled subsuñace areas. Conclusions and recommendations are based upon information collected and compiled during this investigation. No other warranty, expressed or Implied, is given. . F'ffi/ið'i Alia 070.1èoo 7 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' . 4400 ASHE ROAD. #206 .' BAKERSFIELD. CA 93313 805/831-1646 .. . FAX 805/831-177t - - I I I I I I I I I I I I I I I I I I I Confirmation Boring Report Advanced Environmental Concepts, Inc, 9.0 CLOSING Advanced Environmental Concepts, Inc. appreciates the opportunity to be of service to Ms. Geraldine Carter on this project. If there should be any questions or additional information required regarding this report, please do not hesitate to contact our office at (805) 831-1646. This Environmental Site Assessment has been prepared by: Advanced Environmental Concepts, Inc. -~----~----------~-- This Environmental Site Assessment has been reviewed by: ..-.... OOC12GS Pro@ct: AEC 97C·1800 8 " . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. #206 . BAKERSFiElD. CA 93313 805/831.1646 ._ FAX 805/831:1771 I I I I I I I I I I I I I I I I I I I Advanced Environmental Concepts, Inc. "Appendix A" PROJECT MAPS I FIGURES . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 . BAKERSFIELD. 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JJI " »"..,,' ~S, .T I ~ "ðYn "'iLK ,'N. .T / I I .- p- - !~···"'-I;';'- -1 I' ~ ¥ ;.:.'. ..... t-- 1 / ,.11 e _ BRUND ad ..I rns LN 0 I ' , '-, ). -,. .._I I FS - II Á:') ."" 1 30. __Oo¡¡ !·.'!'\'r· ,~.lliitST _ ~~I WA'(CAOS8 8T I / JI I 58 Ý't;; VOr~~~ _ ~DRftlii E ~ r..o.,_ -_~~l-c _ -- _ -1- _ ~ _ _ _ _ ~~~:.~l- _ _ __~ 5" / ... .."".~. >~ \NY ~ 11>:/ ~ MCNEWCT 161 § ¡ ~A': A't' AV ::\~~:'" I -r- . ¿¿:~~"l., I ~A_' j i ~K,~ ~ ~ Ii! I ~.. ì I i Hm1!:~· I '.Ltó.:..~ I-~· ~ ølÇ~ ~õ y liil ~ ...."".T g I I ~~ " , ,.."." I li\'~N 'T~ ". r·BEi.·~ ~ ~ITFR o.J.....L : BElli TER :!~~':: I ___ · . ........ ''It.. . Iii.,' Z II II "'<¡~ í ~p.";': ~ I : ::::,:'.'~'''ClII ~>t..~, ',IL . '·'~'!"INITf~.1 Avl ~ i I· : ~ f' \51 t:.;J 5 II 1 : $ : II . 'if' I ~ ADAMI .<T.. I ~ 1EI1I..::/xIlACE U 1 I I ., .41;~ AMA ~~---- " '::", :p,.{'., .. a.~·;:,~,'·.·..·. ~ ! .. ..J',.'HEATHA"A' ! ! t - Location Map - Rosedale Equipment Rental FIGURE .AD HOED ENVIRONMENTAL CONCEPTS ,He . I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40872 BAKERSFIELD, CA 9S384 2122 Union Avenue County of Kern . Bakersfield, CalWomla 1 --- I FORMER TANK PIT I ~ SEWER UNE --- I I B5 . I L.__._.~._ OFFICE .. I t I 0 7.5 15 I I I 1" -15' I I I I I I .1 I B-1 . Boring Location I - Areal Extent of Gasoline Plume - FIGURE I ROI.ctale Equlpm.nt Aental 2 I 2212 Union Avenue I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSRELD, CA 93384 County of Kern . Bakersfield, California ------------------- NORTH A I I I ¡ ¡ r·· I ¡ I - Ml/Cl I 1·=10' SCALE 86 C81 82 SOUTH B4 B3 \ A' " \, \ FORM~ TANK PIT SM ML \ NO Approx. Umlts ::::::)':':':.:.,. of Gasoline Plume .......................,".?'»,¿ SW SW ~::<::nr·:7 7:·h...;~~...:.,.";::::.::'::?'::':.:._:~?:'::.::..~~:.::.::.::........... NO . ............. ....... . . .-. ...., .............. ... . .. ...... .......... . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... ..... .... ..-. ...................... . · . ·800" ..:.:.::::.::::::::--:.:.::<:'::/:::::':?::~::': · ..... ....: :::::..::::\ . :'.:'-:' SM:.:::::}< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ND · . . . . . . . . . . - . . . . . :::::::::1 ()O()::::::::::::::::::::::::::::::::::::::::::::::::::::::::$4;Of):::::: .. . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . - . . . . . . . . . . . . . . .. . .. ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . .. . . . . . . . . . . .. ......... . ........ ........... .... . ........ ....... ........... ... NO ::::::::::::::::::::::::::::::::::::::::::::::::::::::::Ml::::::::::::::: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . ........... . ............. .., ......... ... . . . . . . . . . .. .. ............ ... ... ... . .. ... . . ::::::::::::::::::::::::·:::::::::::::::::MUë.L::::::::::::::::::::::.::::::::::::: :;::::::~ØO::::·:::.:·:::::::::::::::·:¡j::·:::·:::·:::::::::':::'1¥~9::::: . . . . . . . . . .. . ..... . ... . ................. , ..... -............. .... . ND .:.:.:::. 2000:::.:.:::::::::: :::::::::::::::::::::. :$Jd::: ::: :::::::::: . . . . . . . . . . . . . . . .......... .. . . . . . . . . . ......... . ....... .' . . . . . . . . . . . . . . . ...,. .* ... .. ............ . ............. . ..... ... .... ............... . ......,..~~~'~,.<:.:~.:~.:.,.,~><.-. . . >:«>:::::::~~:< ......'.." .. .......................... --,<-=::::-:-:-::-.-:. . .................. . · . . . . . . . . . . . . . . . . . . . . . . . . . ........ .... ,.. ...... ............. . ! . .:!:2òÖO ..):::::>:::.>//$P.~'~~~~~.:,...,. .....................................................:~., ND ND "T' >.å4i): ... . : . . '<;~~L12,-L_14rf< ......-,.2/·' .>.~:./ SM/ML ND TPJj-g IN PPM t ~ 14000 CL l=' ND ND CL ::T "- / ............- ..- - Cross Section A - AI - RosedaJe Equipment RentaJ 2212 Union Avenue County of Kern .. Bakersfield, California FIGURE 3 , ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 872 BAKERSFIELD. CA 93384 I I I I I I I I I I I I I I I I I I I Advanced Environmental Concepts, Inc. "Appendix B" BORING LOGS' . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. *206 . BAKERSFIELD, CA 93313 805/831-1646' FAX 805/8:!1-1771 I I I I I I I I I I I I I I I I I I I WELL DETAIL DEPTH PID (ppm) SAMPLE ID INTERVAL BLOWCOUNT U.S.C.S. LOG LITHOLOGIC DESCRIPTION - - - - ~ 5 - 0 grab SW FILL. - - - - - 10 - 0 grab SW FILL. - - - - - 15 - 100 grab SW Well Graded Sand (SW): VII brn, fn-cse grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, moist, homo, no odor. - - - - f-- 20 - 150 grab SW Well Graded Sand (SW): Yell brn to Dk Yell brn, fn - cse grained, subang - subrnd, rapid dilantcy, tr fines, hard, moist, homo, no odor. - - - - - 25 - 2500 grab 8M Silty Sand (SM): Dk Yell brn, fn-cse, subang-subrnd, hd, rapid dila.ntcy, well srtd, 20% fines, moist, homo, strong odor. - -- - - - 30 - 2500 grab Ml Silt wlSand (ML): Dk brn - grybrn, no dry strength, low toughness, no plasticity, 20 % sand, fn - med grained, subang-sunrnd, moist, homo, strong odor. - AEC ADVANCED ENVIRONMENTAL ÇO!iCE~ P.O. BOX 40672 BAKERSFIELD, CA 93384 PROJECT RER (Sama-U-Drlve) LOCATION 2122 Union Avenue, Bakersfield, Callfomla _,,__._ _. __ WEL1JBORING NO. CB -1 SURFACE ELEVATION WELUiEAD ELEVATION NIA ____..___._ DATE DRILLED 07/03/97 LOGGED BY J. Dunwoody REVIEWED By.~n~_______. __._ _._ DRIlliNG COMPANY Melton Drillina ComD8/1Y DRILLER -DeJhertSl1ar1:L- METHOD .J:iOl:.l,.OW_§I~"'_~UGER BORE HOLE DIAMETER ~ INCH TOTAL DEPTH 70' DEPTH TO WATER: INITIAL _.None._ STATIC .___ CASING TYPE -Hons_ DIAMETER SCHEDULE INTERVAL_____ TO-___.. SCREENTYPE --- DIAMETER SLOT SIZE INTERVAL____._TO__,.___.__.. ._ FILTER PACK TYPE INTERVAL TO__...... SURFACE SEAL TYPE Neat Cement INTERVAL TO_____ __ ___ NOT&8__ t r---~_~~~.~~,,~~,.......,_....,..,_ .~_._.. WELl/BORING LOG 1 of 2 -- ------------~- I WELL PID SAMPlE ID U.S.C.S. DETAIL DEPTH (ppm) INTERVAL LOG LITHOLOGIC DESCRIPTION BLOWCOUNT I I I 35 2500 22 Silty Sand (SM): VII bm, tn - ese, grained, well graded, hard, 28 SM moist, homo, 20% fines, no plasticity, strong petroleum odor. 31 I I 40 I I 45 2300 10 14 ML Sandy Silt (ML): Brn-grybm, no plasticity, no dry strenght, low 15 toughness, 15% sand, tn-med grtalned, poorty sorted, homo, moist, I FeOx staining, moderate odor. I 50 350 11 16 Cl Lsan Clay (Cl): Med yell bm, 10% snd, fn, hd, prly srtd, 90% I 23 fns, no-low dry stmth, slw dllat, no - Iw tghns, no-Iw plast, v/stlff, homo, mst, taint petrol odor. I 55 I I I 60 35 26 Cl Lsan Clay (CL): Med yell bm, 10% snd, tn, hd, prly srtd, 90% 32 tns, no-low dry stmth, slw dllat, no - Iw tghns, no-Iw plast, v/stlff, 29 homo, mst, faint petrol odor. I I 65 10 6 ML Sandy Silt (ML): Bm1l~m, no plasticity, no dry strenght, low 10 toughness, 15% sand, n·med grtalned, poorty sorted, homo, moist, 14 FeOx staining, moderate odor. I AEC ADVANCED ENVIRONMENTAL CONCEPTS WELLjBORING LOG 2 of 2 P.O. BOX 40672 BAKERSFIELD, CA 93384 I PROJECT Sarna· U . Drive LOCATION 2122 Union Avenue, Bakersfield, California WELLlBORING NO. B-2 I I I I I I I I I I I I I I I I I I I Adv~nced Environmental Concepts, 'nc. "Appendix C" LABORATORY REPORTS I CHAIN-OF-CUSTODY DOCUMENTS . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' ·4400ASHEROAD,*206' BAKERSFIELD,CA93313 805/831-1646' FAX805/8::!1·1771 I I I I I I I I I I I I I I I I I I Zym~ envirotechnology REPORT OF ANALYTICAL RESULTS Client: Joe Dunwoody Advanced Environmental Concepts 4400 Ashe Rd., Ste. 206 Bakersfield, CA 93313 Lab Number: Collected: Received: Matrix: 11739-1 07/03/97 07/10/97 Soil Project: Rosedale Equip. Rental Sample Description: . CB1-35' 07/15/97 See Below Analyzed: Method: Project Number: Collected by: Joe Dunwoody CONSTITUENT paL* mg/kg RESUL T** mg/kg Benzene Toluene Ethylbenzene Xylenes Methyl-t-Butyl Ether (MTBE) 0.1 0.1 0.1 0.1 0.1 0.3 3.3 0.9 5.6 ND Percent Surrogate Recovery 99 TOTAL PETROLEUM HYDROCARBONS Gasoline 10. 55. BTX as a Percent of Fuel 17 ZymaX envirotechnology, inc. is certified by CA Department of Health Services: Laboratory #1717 * POL - Practical auantitation Limit * * Results listed as ND would have been reported if present at or above the listed POL. Note: Analyzed by EPA 8260 and GC/MS Combination. MSD #6 11739-1.xls JMM/rl/mh/mb Submitted by, ZymaX envirotechnology, inc. ~~~ Laboratory Director 71 Zaca Lane I San Luis Obispo, California 9340 I e-mail: zymax@ZymaXusa.com fax 805.544.8226 tel 805.544.4696 I Z..,ma~ envirotechnology REPORT OF ANALYTICAL RESULTS I Client: Joe Dunwoody Advanced Environmental Concepts 4400 Ashe Rd., Ste. 206 Bakersfield, CA 93313 Lab Number: Collected: Received: Matrix: 11739-2 07/03/97 07/10/97 Soil I Rosedale Equip. Rental Sample Description: CB1-45' 07/15/97 See Below Project: I Project Number: Collected by: I CONSTITUENT Joe Dunwoody Analyzed: Method: paL* mg/kg RESUL T* * mg/kg I I Benzene Toluene Ethylbenzene Xylenes Methyl-t-Butyl Ether (MTBE) 2.0 2.0 2.0 2.0 2.0 3.3 85. 57. 310. ND I Percent Surrogate Recovery 80 I TOTAL PETROLEUM HYDROCARBONS Gasoline I BTX as a Percent of Fuel 200. 3200. 12 I I I I I I I I ZymaX envirotechnology, inc. is certified by CA Department of Health Services: Laboratory # 1717 * pal - Practical auantitation limit * * Results listed as ND would have been reported if present at or above the listed POL. Note: Analyzed by EPA 8260 and GC/MS Combination. MSD #6 11739-2.xls JMM/rl/mh/mb Submitted by, ZymaX envirotechnology, inc. ~;;/;::;:e~-i Laboratory Director 171 Zaca Lane San Luis Obispo, California 9340 I e-mail: zymax@ZymaXusa.com f<lx 805,544,8226 tel 805.544.4696 I I I I I I I I I I I I I I I I I I I Zyma~ envirotechnology REPORT OF ANALYTICAL RESULTS Client: Joe Dunwoody Advanced Environmental Concepts 4400 Ashe Rd., Ste. 206 Bakersfield, CA 93313 Lab Number: Collected: Received: Matrix: 11739-3 07/03/97 07/10/97 Soil Project: Rosedale Equip. Rental Sample Description: CB1-50' 07/15/97 See Below Project Number: Collected by: Joe Dunwoody Analyzed: Method: CONSTITUENT PQl* mg/kg RESUl T* * mg/kg Benzene Toluene Ethylbenzene Xylenes Methyl-t-Butyl Ether (MTBE) 0.005 0.005 0.005 0.005 0.005 0.009 0.033 0.006 0.056 ND Percent Surrogate Recovery 98 TOTAL PETROLEUM HYDROCARBONS Gasoline 10. ND STX as a Percent of Fuel N/A ZymaX envirotechnology, inc. is certified by CA Department of Health Services: laboratory #1717 * PQl - Practical Quantitation limit * *Results listed as ND would have been reported if present at or above the listed PQl. Note: Analyzed by EPA 8260 and GC/MS Combination. MSD #6 11739-3.xls JMM/rl/mh/mb Submitted by, ZymaX envirotechnology, inc. '!::;/::::p:.;--r--r Laboratory Director 71 ZACR LAna San Luis Obispo. California 93401 e-mail: zymax@ZymaXusa.com fAM 805,5<1<1,0126 tel 805.544.4696 I I I I 1-- I I I I I I I I I I I I I Zyma]C envirotechnology REPORT OF ANALYTICAL RESULTS Client: Joe Dunwoody Advanced Environmental Concepts 4400 Ashe Rd., Ste. 206 Bakersfield, CA 93313 Lab Number: Collected: Received: Matrix: 11739-4 07/03/97 07/10/97 Soil Project: Rosedale Equip. Rental Sample Description: CB1-60' 07/15/97 See Below Project Number: Collected by: Joe Dunwoody Analyzed: Method: CONSTITUENT POL* mg/kg RESULr* *. . mg/kg ... . ~ -.. Benzene Toluene Ethylbenzene Xylenes Methyl-t-Butyl Ether (MTBE) 0.005 0.005 0.005 0.005 0.005 0.012 0.071 0.006 0.043 NO Percent Surrogate Recovery 102 TOTAL PETROLEUM HYDROCARBONS Gasoline 10. NO BTX as a Percent of Fuel N/A ZymaX envirotechnology, inc. is certified by CA Department of Health Services: Laboratory #1717 *POL - Practical Ouantitation Limit ** Results listed as ND would have been reported if present at or above the listed POL. Note: Analyzed by EPA 8260 and GC/MS Combination. MSO #6 11739-4.xls JMM/rl/mh/wj Submitted by, ZymaX envirotechnology, inc. ~~ laboratory Director 71 Zaca Lane I San Luis Obispo. California 93401 e-mail: zymax@ZymaXusa.com fax 805.544.8226 tel 805.544.4696 - .. - - - --------- CHAIN-OF-CUSTODY RECORD - - - - - Clien~r\ -+- \\.:- " Analysis Requested ,. , . , ; - " (: ',./. . '., Project Name ; \ ,/ \ \ .... '\ ',,:' v ~ 'H".... i ¡ <~~~.~..:=; ~:' ~ .'~ ~'~'4 +-(!,V",)· Date. I . ~+ ;/?/ :':' t . _I, . . Cliènt Project# LAB Project # Page ! i of ,I ! Project Address ~) \ ~,') /-... ,-1-', '" ~ : )\ j\ \ \ ! \. ; \ ~- .' -...: \ \..-" . , ,\ .¡J) ¡- - Turn Around Requested: o 24-Hour-Rush o 48-Hour-Rush )2r Normal o Mobile Lab ¡¡ß ell -1/1 .. =~ G) 00 c I/)C) 'i ..~ >< ' .. XC" , 'I \ c -.:c:t " 0 G^ (J ~ "" ') - :=...1 ¡ 0 .sCD'" ~ ',1' 'j \ i. .. ,!!c) .., ',.} G) Eõ..8 I. " 0..1:11 , ...... .c .8EE E'C , E jl1l~ 111.2 ~., ...... :J I/)Z 1/)1/) ". " " - Z /' / I :J ,/ / - -) / / .I I '- ¡ ,/ / -3 \ i I , / I I - Lf· / -I' / / I J I I I -l? í / ...;- / i ).,...,;,' ¿.J Lab Use Only. Sample Condition as received: \), I' , \ ( '" I.· -. .' \ \. UO. V:..x~ , ~....... "-~_. \ (, '- ~mpler'S'$ignature ì __ I.) ; ,"_ )(,_~: '. f \ i '\ .0;' ':'\ .....,../.;.-- , / ,-\- ~ \ ¡ . '-.~_ I Chilled " Yes:1 No Sealed::"~~ ,1 No Sample II Sample Location I Date I Time ~p:r' /- '2. ~ ....,1...) : :',::>/'<: -k ,...... r........·\. ~-~ .. \ \ ',.Å-'"( ¡I l\ 'i ~_ .-? :,:' , 1-:: (:- L- ¡ 'l .,-, ~'7 Lf5 (... ¿r ,. f/ [-L' . ~ "- - I I .' I , ,. ,\:,í /.) ~L· ::;ù /) ( '-- -:>l· ....} t ' I f ( :.,¡z I -foe> /: ¿~.;) ¡/ C-L- 1......... :..; \ I I I . /\ .¡" I -b.;' 1\-;:' C-; , (~ [-L- '\.../":../1 '- I i I 1i ,,,"- 9. I - 7·') ,<':) "., t) ¡7, { { ~'. }: I ~ ,---- ""- \, '.~ Container / Comments PI " I{ ; l i í I " p:::> \Ò" t:~ C . I ~ ~: i. \ " f-!- I l I ...j/-t.~_. -" þ tJv'! , \ / ~- \.:.~, I," .: 'I ) ¡.\ ,J"I \'" 7.L-- ~ t ~ . .' ,~ ______ ,. , , (;; 11) o-f- /...;¡. v'-' .l... 00 ,r r" II 10 '" J I +"'j .- ".- -, I¡' , t. ¡ I'" ><...... ". / ..i-' .~)':.)(:>. -1-, r . } l.C ~ t '> o .Aelinqui!3hed by: (Signature);, ).~ ( ;') ;, .': ~ -. c. \.,_ -"7 "'- . ./ É' . .-, -' } Total Number of Containers C n<>"', ,., .. ~./ om,.,...../:...'1 "..-, _.' _. r---¡ ;' 1.;-- '--- @ Relinquished by: (Signature) Company: Date 6 Received by: (Signature) --.,'/ Î; J /i / ~.'. :,/ !.;/ // Date /, C Time Company: /:::L -ADVANCED ENVIRONMENTAL CONCEPTS INC- , Time /....·ì, .' ~. . / .-" ¡ .../ Date o Received by Laboratory: (Signature) ,7'2-4---",?,":,1c~' Company: _~ ')( L><WI~/ " 4400 ASHE ROAD M206 BAKERSFIElD, CA93313 Time Date -J-/6-0-¡" I': /7 Time ;' Q L.,·~/( : v 805/831·1646 FAX 8051831-1771 FIRE CHIEF MICHAel R. KELLY ADMINISTRAnVE SERVICES 2101 oW Street Bakersfield, CA 93301 (805) 326-3941 FAX (805) 395-1349 SUPPRESSION SERVICES 2101 oW Street Bakersfield, CA 93301 (805) 326-3941 FAX (805) 395-1349 PREVENnON SERVICES 1715 Chester Ave. Bakersfield, CA 93301 (805) 326-3951 FAX (805) 326-0576 ENVIRONMENTAL SERVICES 1715 Chester Ave. Bakersfield, CA 93301 (805) 326-3979 FAX (805) 326-0576 TRAINING DIVISION 5642 Victor Street Bakersfield, CA 93308 (805) 399·4697 FAX (805) 399-5763 - ~ e- . - BAKERSFIELD FIRE DEPARTMENT August 18, 1997 Geraldine Carter, representing Chandler Associates c/o 2029 Century Park East, Suite 600 Los Angles, CA 90067-3012 RE: 2122 Union Avenue in Bakersfield Dear Ms. Carter: This is to infonn you that this department has reviewed the result of the Confinnation Boring Report dated July, 1997 associated with the underground tank removal. Based upon the infonnation provided, this department has detennined that appropriate response actions have been completed, that acceptable remediation practices were implemented, and that, at this time, no further investigation, remedial or removal action or monitoring is required at the above stated address. Nothing in this detennination 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 detennination 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 detennination 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 tank owner 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. Changes in land use many require further assessment and mitigation. If you have any questions regarding this matter, please contact me at (805) 326- 3979. Sincerely, ~4U~_~ Howard H. Wines, III Hazardous Materials Technician cc: Ralph Huey Y. Pan, RWQCB 1. Dunwoody. AEC 'Y~de Won~ ~ JØtOPe ~..Æ W~ " St.r. or c.lurora'. F:n,·írfJnrnenral Prot«rion .".en~ , Attachment 1 _ e Underground Storage Tank Cleanup Fund CASE REVIEW FORl\t1 SUfe \\" Jlef' Rnourrn Coac", Bo.rd (:'I.,. I~'J Date: AUGUST 18, 1997 I LUSTIS File NOo:5T 150006 79 I Oversight AgenCY:BAKERSFIELD 'FIRE ENV. SERVo Sitc Name/Address: Responsible Parties: Address: , Telephone No.: FORMER SAMS U-DRIVE GERALDINE CARTER, REP 2029 CENTURY PARK E I 2122 UNION AVENUE CHANDLER ASSOCIATES L.A. CA 90067-3012 ' i I I. CASE INFORMATION (N/A =- ~ot Applicable) Tank No. Size in Gallons Contents Closed In-PlaceIRemoved? I Date 1 10,000 GASOLINE REMOVED : 3/22/95 I 2 2,000 DIESEL REMOVED I h , 3 1,000 USED OIL REMOVED It ! II. SITE CHARACTERIZATION INFORMATION (GW" grouødwater) GW Basin: TULARE Beneficial Uses: HUN Depth to Drinking Water Aquifer: 220 Distance to Nearest Municipal Supply Well: Distance Between Known Shallow GW Contami~ation & Aquifer: 170 , I GW Highest Depth: I GW Lowest Depth: Well Sc:recn Interval: I Flow Ditection: Soil Type: Maximum Depth Sampled: I ALLUVIAL SEDIMENT 60 0. I FT: III. MAXIMUM DOCUJl.-fENTED CONTAMINANT CCI':~ENTRA TIONS . luidallud Latest - = Not Reported, ND.. Non-De~ect - Contaminant Soil (mgl1cg) ';! :tier (ug/L) Contaminant Soil (mgllcg) : Water (ug/L) lnilÍa~l5 ear) Lat'9'eat) Initial (Year) latest (Year) 1nitial~ear) Latest (Year) Initial (Year) latest (Year) q07 I TPH (Gas) Ethylbcnzcne 14000 3200 310 '17 I TPH (Diesel) N/A N/A Xylenes 1t800 6 : Benzene 99 r MTBE .) I Toluene Other , 1000 85 " , IV. SOIL REMEDIATION Method: NATURAL ATTENUATION Duration of Remediation: V. GROUNDWATER REMEDIATION I Method: N / A VI. FREE PRODUCT I Duration of Remediation: Was Free Product Encountered? YES 0 NO ~ I Has Free Product Been Totally Recovered? YES 0 N°D When Was Free Product Recovery Project Completed? VII. RECOMMENDED ACTION Soil Closure Only? YES @ NO 0 I Case Closure? YES G! Additional Action Required (i,e.. additional site assessment, remediation, monitoring): NO 0 I Solvent Case? YES 0: I NO ÇJ VIII. .JUSTIFICATION FOR RECOMMENDED ACTION RISK ASSESSMENT INDICATED THAT GIVEN THE RESIDUAL SATURATION CAPACI FURTHER DOWNWARD MIGRATION OF THE PLUME WOULD OCCUR. A CONFIRMATION BORING ONE DEMONSTRATED THAT NOT ONLY WAS THE PLUME STABLE IT WAS ALSO ATTENU it .t. of C ..n'....'. ¡r",,'ft'''''l'nu' "011'<'1011 'CI"U'Y It Attachment 1 e Underground Storage Tank Cleanup funû CASE REVIEW FORiVI 'ital.. W.ul'r R..,o.rfft Co.,,... '-.. (~cw 1:'-: D.uc: AUGUST 18. 1997 I LUSTIS File N0·:5TI5000679 I Oversight AgenCY:BAKERSFIELD FIRE ENV. SERV. Site: Name/Address: Responsible Parties: Address: Telephone No.: FORKER SAMS U-DRIVE GERALDINE CARTER. REP 2029 CENTURY PARK E 2122 UNION AVENUE CHANDLER ASSOCIATES L.A. CA 90067-3012 I. CASE INFORMATION (N/A - :"4ot Applicable) Tank No. Size in Gallons Conrents Closed (n-ptacclRemoved? Date I 10,000 GASOLINE REMOVED 3/22/95 2 2.000 DIESEL REMOVED j\ 3 1.000 USED OIL REMOVED 1\ i II. SITE CHARACTERJZ.ATlON INFORMATION (GW - crouadwlter) GW Basin: TULARE I Beneficial Uses: MON Deprh co Drinlcing Water Aquifer: 220 DisWtce co Nearest Municipal Supply Well: Distance Between Known Shallow GW Conramination & Aquifer: 170 GW Highest Deprh: I GW Lowest Deprh: Well Screen Interval: I Flow Direction: Soil Type: ALLUVIAL SEDIMENT Maximum Depth Sampled: 60 FT Ill. MAXIMUM DOCtJ~ENTED CONTAMINANT CCI':~ENTRATlONS . IDirt.1IDd Latest . = Not Reported. ND.. Non-Detect - Contaminant Soil (mglkg) ,-;r "Ier (ug/L) Conraminanl Soil (mglkg) Water (ugIL) Initi~gear) U.'9"C3l) Initial (Year) utest (Y ~ar) Initial~ear) u.esqCjear) Initial (Year) Latest (Yea) TPH (Gas) 14000 3200 Ethylbcnzene 310 57 TPH (Diesel) N/A N/A Xylenes . 1800 6 Benzene 99 3' MTBE Toluene 1000 85 Other IV. SOIL REMEDIATION Method: NATURAL ATTENUATION Duralion of Remediation: V. GROUNDWATER REMEDIATION I Method: N / A VI. FREE PRODUCT I Duration of Remediation: Was Free Product Encountered? YES 0 NO ~ I Has Free Product Been Totally Recovered? YES D N°D When Was Free Product Recovery Project Completed? VII. RECOMMENDED ACTION Soil Closure Only? YES @ NO 0 I Case Closure? YES !iI Additional Action Required (i.e.. additional site assessment. remediation. monitoring): NO 0 I Solvent Case? YES 0 NO ÇJ VIII. .JUSTIFlC,\TION FOR RECOMMENDED ACTION RISK ASSESSMENT INDICATED THAT GIVEN THE RESIDUAL SATURATION CAPACI FURTHER DOWNWARD MIGRATION OF THE PLUME WOULD OCCUR. A CONFIRMATION BORING ONE DEMONSTRATED THAT NOT ONLY WAS THE PLUME STABLE IT WAS ALSO ATT e e . ADV ANCED ENVIRONMENTAL CONCEPTS INC' / August 4, 1997 Mr. Howard Wines City of Bakersfield Fire Department 1715 Chester Avenue Bakersfield, California 93301 Regarding: Confirmation Boring Report Rosedale Equipment Rental (Formerly Sams-U-Drive) 2122 Union Avenue Bakersfield, California Dear Mr. Wines: Advanced Environmental Concepts, Inc. (AEC) has prepared the Confirmation Boring Report for the above referenced project/location. Enclosed please find that report, which AEC is submitting for review. Should you have any questions or require clarification on any aspects of the enclosed, please do not hesitate to contact our office at (805) 831-1646. Respectfully yours, Advanced Environmental Concepts, Inc. I' Attachments: Report (1) cc: Ms. Geraldine Carter o ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND 0 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831·1646 . FAX 805/831·1771' I I I I I I I 1 I 1 1 I I I I I I I 1- . e Confirmation Boring Report ":~-e Advan-ce~ Environmenta_l_ Concepts; Il1c. Chain-of-Custody protocol was strictly followed to ensure sample and traceability.Up~n colTipletio_n of the above described procedures, the borings wereplugge~ with hydrated bentonite chips. - 5.0 ANALYTICAL RESULTS Selected soil samples were submitted to Zymax Envirotechnology, of San Luis Obispo, California and analyzed for Total Petroleum Hydrocarbons as gasoline:(TPH-g), . Benzene, Toluene, Ethylbenzene, and Xylenes (BTEX). and Methyl-t-Butyl Ether (MTBE) usingEPA method 8020 and GCIMS combination. The analytical results are presented in Table 4 and the laboratory reports and Chain-of Custody are provided in Appendix C. Units are in milligrams per kilogram (mg/kgm) which are equivalent to parts per million (ppm). Sample I.D. CB1-35' CB1-45' CB 1-50' CB 1-60' D. L(mglkg) TABLE 4 Analytical Results - Soil Borings .JL9HH~::D¡2 qr1>r~ Toluene Ethylbenzene 3.30 0.90 85.0 57.0 0.033 0.006 0.071 0.006 0.005 0.005 TPH-g 55.0 3200 ND ND 10,0 Benzene 0.30 3.30 0.009 0.012 0.005 D.L. Detection limit NO: Non-detected at indicated limit of detection NA: Not Analyzed MTBE: Methyl-t-Butyl Ether TPH-g: Total Petroleum Hydrocarbons as Gasoline 6.0 CONCLUSIONS On the basis of our Investigation, AEC presents the following conclusions: . Xylenes 5.60 310 0.056 0.043 0,005 . MTBE NO NO ND ND - 0.005 . The conclusion put forth In AEC's December 1996 Assessment Report are still pertinent to the status of the subject site. . Analytical results indicate-that the hydrocarbon plume has not migrated downward. 7.0 RECOMMENDATIONS Based upon the information presented in this report and the risk assessment presented in the December ,1996 report. Advanced Environmental Concepts, Inc. recommends that the subject site be grant~d a "no further action" designation and site closure be issued. Project: AEC 97C·1800 6_ ... . ENVIRONMENTAL CONCEPT!! WITH DESIGN'IN MIND' - ~ , - --'> . 805/831-1646 ~ FAX 805/831·1771 4400 ASHEROAD. #20E) · 'BAKERSFIELD. CA 93313 RUG 19 '97 08:30 FR REC 805 831 1771 TO 3260576 P.01 e e " Advanced Environmental Concepts, inc. ~gØ"-' , Panafax Distribution We have / T page(s) to send, plus cover page. If you need a re-send on any of the pages please call the number listed below within 15 minutes. If we do not hear from you, we will assume that all pages were received. TO: DATE: ~/?- Y7 ~~~ ~~/~~ FAX. Telephone #: '- ~ït?5/h Facsimile sent to: ATTN: Office Telephone #: Facsimile from: NAME: Cebbie Irwin ~ COMPANY: Advanced Environmental Conç~Dts. Inc. 4400 Ashe Roa(j, ~uit~ 206 Bakersfield. California 93313 FAX Telephone #: 805/831-1771 Office Telephone #: (805) 831-1646 for our comments uested Please call me about this As we diseussed The hard copy of this transmittal 5 not [J bèing sènt by mall. FACSIMILEREGARDING:Y~Þ~~ þ~ ~A-- 4400 Ashe Road'206 . Bakersneld, California 93313 . (805) 831·1846 . FAX: 605r831-1771 AUG 19 '97 08:31 FR AEC e 805 831 1771 TO 3260576 P.02 e :..~.," Confirmation Boring Report Advanced Environmental Concepts, Inc. Chaln..of-Custody protocol was strictly followed to ensure sample and traceability. Upon completion of the above described procedures, the borings were plugged with hydrated bentonite chips. 5.0 ANALYTICAL RESULTS Selected soil samples were submitted to Zymax Envirotechnology, of San Luis Obispo, California and analyzed for Total Petroleum Hydrocarbons a$ gasoline (TPH-g), Benzene. Toluene, Ethylbenzene. and Xylenes (BTEX), and Methyl-t-Butyl Ether (MTBE) using EPA method 8020 and GCIMS combination. The analytical results are presented in Table 4 and the laboratory reports and Chain-of Custody are provided in Appendix C. Units are in milligrams per kilogram (mglkgrn) which are equivalent to parts per million (ppm). TABLE 4 Analytical Results - Soil Borings 07/03/97 (ppm) Sample I.D. TPH.g Benzene Toluene C81#35' 55.0 0.30 3.30 C81-45' 3200 3.30 85.0 C81-50' NO 0.009 0.033 CB1 ~O' ND 0.012 0.071 0, L,(mglkli) 10.0 0.005 0.005 Ethylbenzene 0.90 57.0 0.006 0.006 0,005 Xylenes 5.60 310 0.056 0.043 0.005 MTBE ND ND ND ND 0.005 D.l. Detection limit ND: Non.-detected at Indicated limit of detection NA: Not Analyzed MTSE: Methyl-t-Butyl Ether TPH~: Total Petroleum Hydrocarbons as Gasoline 6.0 CONCLUSIONS On the basis of our ih\festigation. AEC presents the following conclusions: . The conclusion put forth În AEC's December 1996 Assessment Report are still pertinent to the status of the subject Sité. . Analytical results indicate that the hydrocarbon plume has not migrated downward. 7.0 RECOMMENDATIONS Based upon the information presented in this report and the risk assessment presented in the December, 1996 report, Advanced Environmental Concepts. Inc. recommends that the subject site be granted a uno further a,tiQ!1" d~sfgnatign and site c;losu.r, be ÎSsUCtd. Project AEC 97C·'800 6 . ENVIRONMENTAL CONCEPTS WITH OE510N IN ~o . 4400 ASHE: ROAD. .206 . BAKERSF1ëLO, CA 93313 805/831'1646. FAX 805/831-1771 - . _ ADVANCED ENVIRONMENTAL CONCEPTS INC- / May 15,1997 ('''- i 8\1 ~....,.;;.,~::::---.....~ Mr. Howard Wines City of Bakersfield Fire Department 1715 Chester Avenue Bakersfield, California 93301 Regarding: Site Assessment Workplan Rosedale Equipment Rental (Formerly Sams-U-Drive) 2122 Union Avenue Bakersfield, California Dear Mr. Wines: Advanced Environmental Concepts, Inc. (AEC) has prepared the Site Assessment Work Plan for the above referenced project/location. Enclosed please find that report, which AEC is submitting for review. Should you have any questions or require clarification on any aspects of the enclosed, please do not hesitate to contact our office at (805) 831-1646. Respectfully yours, Advanced Environmental Concepts, Inc. ie rwin Proje Coordinator / Office Administrator Attachments: Report (1) cc: Ms. Geraldine Carter -ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND - 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831-1646 -. FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e - ADV ANCED ENVIRONMENTAL CONCEPTS INC- , Advanced Environmental Concepts, Inc. is pleased to present the following: Site Assessment Workplan for ROSEDALE EQUIPMENT RENTAL (Formerly Sams-U-Drive) 2122 Union Avenue County of Kern . Bakersfield, California This report has been prepared for: Geraldine Carter . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· May 1997 4400 ASHE ROAD. .206 · BAKERSFIELD. CA 93313 805/831-1646 · FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. Table of Contents- Page 1.0 INTRODUCTION 1.1 Purpose 1 1.2 Scope of Work 1 1.3 Schedule 1 2.0 BACKGROUND 2 3.0 WORKPLAN 4 3.1 Boring Locations and Depths 5 4.0 METHODS 5 4.1 Boring Methods 5 4.2 Soil Sampling 5 4.3 Field Screening of Soil Samples 5 4.4 Soil Analysis 6 5.0 SITE SAFETY PLAN 6 6.0 REMARKS/SIGNATURES 7 Appendix: A) Project MapslFigures B) Health and Safety Plan Project: AEC 96V-1706 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIt-jD' 4400ASHEROAD.#206' BAKERSFIELD.CA93313 805/831-1646' FA>< 805/831·1771 I I I I I I I I I I I I I I I I I I I -- e e Site Assessment Workplan Advanced Enviror:tmental Concepts, Inc. 1.0 INTRODUCTION Geraldine C. Carter, representing Chandler Associates, has authorized Advanced Environmental Concepts, Inc. (AEC) to prepare this confirmation boring workplan for one soil boring at the Rosedale Equipment Rental (formerly Sam's U-Drive facility) located at 2122 Union Avenue Bakersfield, California (Figure 1). The regulatory contact for this project is Mr. Howard Wines, Hazardous Materials Technician, Bakersfield City Fire Department (City). The location of the proposed boring is shown on the site map (Figure 2). 1.1 Purpose The soil boring described in this workplan has the following objective: . To demonstrate that the vertical extent of the previously identified hydrocarbon plume has not migrated downward past the depth established by earlier assessment activities, has reached the soil's residual saturation concentrations, is stable,and does not pose a threat to the underlying groundwater. 1.2 Scope of Work The scope of services described in this workplan are summarized below for clarification purposes. Detailed investigative methods are presented in section 4.0 of this report: 1. Locating underground utilities using Client records and Underground Service Alert (USA); 2. Drilling one exploratory soil boring to evaluate the vertical extent of the contaminant plume; 3. Collecting soil samples at selected intervals using a split spoon sampler lined with clean brass sleeves. The soil samples will be field screened using a Photo ionization Detector (PID) equipped with a 10.6 eV lamp; 4. Analyzing selected soil samples for appropriate parameters by a State Certified Laboratory; 5. Preparing a soil boring log according to the United Soils Classification System (USCS); 8. Preparing a final report detailing the results of the soil investigation which will include drilling methods, analytical results, extent of hydrocarbon impacted soil, conclusions, and recommendations. 1.3 Schedule Advanced Environmental Concepts, Inc. anticipates beginning the services described in this workplan within one week upon approval by the City and authorization to proceed from all other concerned parties. Drilling will commence only after applicable permits have been obtained. The soil borings should be completed within one day of mobilization onthe'site. . .' Project: AEC 96V·1706 1 ° ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND 0, 4400 ASHE ROAD, #206 . BAKERSFIELD. CA 93313 805/831-1646 ° FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e . Site Assessment Workplan . Advanced Environmental Concepts, Inc. A final report will be prepared summarizing all field operations and laboratory. results. The report will be provided within 30-<lays of completion of the field work. 2.0 BACKGROUND On March 22, 1995 Kern Environmental Services (KES) removed three underground storage tanks (UST's) from the subject site, All three tanks were of steel construction and contained gasoline, diesel, and waste oil .' with capacities of 10,000, 2,000, and 1,000 gallons, respectively. Following the removal of the UST's a total , of eight soil samples were collected from beneath the tank inverts and analyzed for hydrocarbon and chemical . constituents known to be associated with the contents of each tank, The laboratory data is presented in Table t. TABLE 1 ANALYTICAL RESULTS - TANK REMOVAL 3/22/95 Sample I.D. TRPH TPH-g TPH-<I B T E X TOX Pb 1 NA 38 NA ND ND ND 0.10 NA NA 2 NA ND NA ND ND ND ND NA NA 3 NA ND NA ND ND ND ND NA NA 4 NA ND NA ND ND ND ND NA NA 5 NA NA ND ND ND ND ND NA NA 6 NA NA ND ND ND ND ND NA NA 7 ND NA NA NA NA NA NA ND ND 8 240 NA NA NA NA NA NA ND ND D.L (µgm/gm) 20.0 5,0 10.0 0.005 0.005 0.005 0,01 20, 5;0 D.L.: Detection Limit NA: Not Analyzed ND: Non-<letected B: Benzene T: Toluene E: Ethylbenzene X: Xylenes Pb: Lead TRPH: Total Recoverable Petroleum Hydrocarbons TPH-g: Total Petroleum Hydrocarbons as Gasoline TPH-<I: Total Petroleum Hydrocarbons as Diesel TOX: Total Organic Halides On May 5, 1995 KES mobilized to the subject site and used an Extend-A-Hoe backhoe to dig down approximately 12-feet BGL and collect on soil sample in an effort to find the vertical limit of the waste oil plume. The analytical results are shown in Table 2. - Project: AEC 96V-1706 2 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. #206 · BAKERSFIELD. CA 93313 805/831-1646' FAX 805/831·1771 . I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. TABLE 2 ANALYTICAL RESULTS - TANK REMOVAL 5/12/95 (ppm) Sample I.D. TRPH TOX Pb A-1 190 NA NA D.L. (µgm/gm) 20.0 20.0 5.0 NA: ND: Pb: TRPH: TOX: Not Analyzed Non-detected Lead Total RecoverablE~ Petroleum Hydrocarbons Total Organic Halides As a result of the information presented by KES the City of Bakersfield determined that further evaluation of the area beneath the former waste oil tank was required. Commencing on September 1 , 1995 the waste oil investigation was performed. Two soil borings (B-1 .2) were advanced within the tank pit. Boring B-1 was advanced directly through the center of the former waste oil tank location and B-2 was positioned about 10 feet east of B-1. Gasoline odors were immediately detected in the cuttings from B-2. The recognition of gasoline prompted the City to require additional assessment work be performed to evaluate the extent of the newly detected hydrocarbon plume. Between September 1 and September 21 , 1995 five soil borings were advanced by AEC. The analytical results are presented in Table 3. This workplan is in response to the City's request. TABLE 3 Analytical Results - Soil Borings 09/01/95 and 09/21/95 (ppm) Sample I.D. TRPH TPH-g Benzene Toluene Ethylbenzene Xylene B1-15 6.4 NA NA NA NA NA B1-20 17 NA NA NA NA NA B1-25 310 NA NA NA NA NA B 1-30 2.1 NA NA NA NA NA 82-25 NA 800 1.5 37 34 320 82-35 NA 2000 99 320 78 460 B2-40 NA 2000 76 220 63 340 B2-45 NA 840 8.2 110 36 220 B2-50 NA 7.2 ND 0.052 0.055 0.3 83-15 NA ND ND ND ND ND 83-20 NA ND ND ND NO NO 83-25 NA 3400 ND 27 47 580 Project: AEC 96V-t706 3 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646· FAX 805/831-1771 I I I I I I I I I I I I I I I I I I, I e e Site Assessment Workplan Advanced Environmental Concepts,lnc. TABLE 3 (continued) Analytical Results· Soil Borings 09/01/95 and 09/21/95 (ppm) Sample 1.0. TRPH TPH-g 6enzene Toluene Ethylbenzene Xylenes 63-30 NA 11000 0.45 370 230 986 63-35 NA 14000 19 1000 310 1800 63-40 NA 5300 2.0 160 88 540 63-45 NA 49 0.05 1.0 0.52 3.3 63-:-50 NA NO NO NO NO NO 63-55 NA NO NO NO NO NO 63-60 NA NO NO NO NO NO 64-20 NA 120 NO NO NO 0.18 64-25 NA 1000 NO NO 2.7 17 64-30 NA 11 NO NO NO NO 64-35 NA :2000 NO 42 27 180 64-40 NA NO NO NO NO NO 64-45 NA NO NO 0.06 ND 0,05 64-50 NA ND NO NO NO ND 65-25 NA NO ND ND NO ND 65-30 NA ND ND ND ND NO 65-35 NA ND NO ND ND ND 65-45 NA ND ND NO NO ND D. L(mglkg) 1.0 ().005 0.005 0.005 0.005 0.015 O.L. Detection Limit NO: Non-detected at indicated limit of detection NA: Not Analyzed TRPH: Total Recoverable Petroleum Hydrocarbons TPH-g: Total Petroleum Hydrocarbons as Gasoline The analytical data obtained from the soil borings were used to evaluate the limits of the hydrocarbon plume and to perform a risk assessment. Results of the risk assessment indicated that given the actual residual saturation capacities of the soil profile present at the site no further downward migration would occur. Also, a worse case scenario using a homogeneous soil profile consisting of gravel (GP) indicates that the plume will migrate and additional 50 feet downward prior to stabilization, The areal extent of the plume is shown on Figure 2 and a cross-sectional view is present on Figure 3. With the information derived from the risk assessment AEC requested that site closure be granted from the City; however, the City issued a letter of conditional closure which required that a boring be advanced after one year to physically demonstrate that the assertions put forth in the risk assessment were accurate. This workplan proposes the confirmation boring requested by the City. 3.0 WORKPLAN AEC proposes one soil boring to establish the vertical extent of hydrocarbon migration in the vicinity of the former waste oil underground storage tank. Project: AEC 96V-1706 4 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 4400 ASHE ROAD.'206 · BAKERSFIELD. CA 93313 805/831·1646' FAX 805/831·1771 I I I -I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. 3.1 Boring Location and Depths AEC plans to advance one soil boring (CB-1) through the center of the previously identified hydrocarbon plume for the purpose of evaluating the vertical extent of hydrocarbon migration. Boring CB-1 will be terminated when two consecutive five foot samples indicate non-detectable (NO) PIO readings and no visual signs of contamination. The boring location is plotted on Figure 4. 4.0 METHODS The methods to be employed during implementation of the above scope of work are described in the following sections. 4.1 Boring Methods The boring will be advanced using a Mobile 8-61 Drill Rig, with 8-inch diameter, continuous flight auger in accordance with ASTM Method D 1452-80 for soil investiga~ons and sampling by auger borings. At no time shall any water or other liquid be added to the boring. The augers will be steam cleaned prior to drilling the borings. The lithology and other pertinent data will be recorded on a field boring log in accordance with ASTM Method 0 2488-84 for visual description and identification of soils. Cuttings from the !borings will be placed on sheets of plastic and covered until verified, with analytical results, whether or not the soil is contaminated. If the material is contaminated, a written plan will be submitted by the facility operator to the City for their approval before treatment and/or disposal occurs. Disposal will be the responsibility of the facility operator and occur within 90-days of completion of drilling. 4.2 Soil Sampling Soil samples will be collected through the auger in 2-inch diameter by 6-inch long brass sleeves driven in a split spoon sampler by a 140-pound hammer with a 30-inch drop in accordance with ASTM Methods D 1586-84 for split-barrel sampling of soil and D 1587-83 for thin-walled tube sampling of soils. The brass sleeves and sampler will be washed in an Alconox solution and double rinsed in clean de-ionized water prior to each use. Soil samples will be collected in the boring commencing at 35-feet BGL, the depth of the highest recorded TPH-g concentration and collected thereafter at 45, 50 and 60 feet BGL The total depth of CB-1 will extend to 60-feet BGL or 1 O-feet below the last detected indication of contamination. The blow counts, recovery, and lithology will be recorded on the field logs. Lithology will be described in accordance with ASTM Method D 2488-84 (Standard Practice for Description and Identification of Soils). Selected soil samples will be sealed with teflon tape, capped, sealed with tape, and labeled in accordance with EPA protocols. The samples will be recorded on a Chain-of-Custody document, placed in a cooler with frozen blue ice, and transported to a California Certified Laboratory with Chain- of-Custody documentation. 4.3 Field S(:reening of Soil Samples Soil samples will be collected using three 2 x 6-inch brass tubes installed inside a-split-spoon sampler. The middle sample tube will be immediately capped, sealed, labeled, and stored in an ice chest Project: AEC 96V-1706 5 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 8051831-1646' FAX 8051831·1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. containing blue ice. The bottom tube will be used for lithologic description, and the top tube will be used for field screening. A headspace reading using the PID will be collected and documented on the boring log. 4.4 Soil Analyses The soil samples will be analyzed by Associated Laboratories, Inc. in Orange, a California Certified Laboratory with state guidelines and EPA protocols. The samples will be analyzed for total petroleum hydrocarbons as gasoline (TPHiJ), and volatile aromatics using EPA method 8015/8020. The bottom two samples in 4~ach boring will be analyzed to confirm the base of the hydrocarbon plume. 5.0 SITE SAFETY PLAN Appendix B contains a Site Safety Plan which complies with Worker Right to Know Regulations and 29 CAR 1910.120. Project: AEC 96V·1706 6 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 4400 ASHE ROAD. #206 · BAKERSFIELD. CA 93313 805/831,1646' FAX 805/831-1771 I e e I Site Assessment Workplan Advanced Environmental Concepts, Inc. I I 6.0 REMARKS/SIGNATURES This workplan represents the professional opinions of Advanced Environmental Concepts, Inc. These opinions are based on currently available data and were arrived at in accordance with accepted hydrogeologic and environmental engineering practices. No other warranty, expressed or implied, is given. I This workplan has been prepared by: I I _.~~ Advanced Environmental Concepts, Inc. I I This workplan has been technically reviewed by: I I I I I I I I I I DOC18GH Project: AEC 96V-1706 7 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646 . FAX 805/831-1771 I I I I -I I I I I I I I I I I I I I I e - Advanced Environmental Concepts, Inc.. "Appendix A" PROJECT MAPS I FIGURES. . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 4400ASHEROAD..206 . BAKERSFIELD..CA93313 805/831-1646·. 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It ~ .'-" I .. - s, Sr f t'" COLLEGE 7f/, ;... / -»/A a;;:'T . t¡ '.",....> 'Alf;'':6Dòi'' t; --~ P~ /C.. .. ~£A",f. ~~~ ~ ... ~o Sf 24TH J'5T~ T t [~OT ..;'" S.,. / '!! 0. "..A.. J !!II [å'~ ~ å ~ ;;, -;¡¡~~ /~' -- Sr ~ 'Ie 4 VISTA '~' d . 1!io"-i,ST , 5t~ .......--- '. f øl 5 ðl Go... ~- 0. ~....~", ~ j ¡ - t;1 cfltrRAi.·, '''''' ., :Me ~ ¡ l. l" N o~ ".t.~ $I <)....7 ;-:' ~ j¡ ~':I. p¡'¡'icl .' ST G.0"l &::, E 1.~, S/ I t; ~¡/~ J. I! '-- I b. "':I.,1;;~ lJ'~ ~ =: Fl.· : = ~ laf"- -" 7,'';';5 - - i ~!l r:tfjbil Ë '9r/~~ Jjifjjji--~ - - - :..~ '"<" ~"":;""'" - ~¡¡~tiÏ""-:;;' - t; ST - T1 ~... - ¡un IT11 IT / .. . 't.⁢¡"-7 E '8rl-¡ i/!-Pf2) Sr · "~I r ~ ~ ST . t ~ ,¡¡ ;......IWr'-r-TRUjhuN, Is--š;¡. t; 'Ii. -I- t;TRUXTU !\.. ~ "!:'t f~i KENTUCKY:;; .~ '1 '-.. · ,:'1 (~l · ¡-..r:;:::pM' ::.I----J srJ~WJrl'iœ ~~... ,- CENTER ST! .."!:~·-IÎU ~tt-'~ ii>: >' /fç,,~00', b 11---':Yi t; __ ., Þ !"f~"'- <",..,..,'.... I-~~I~E'" ~î~rlT I' Ii; f ð" ~ ~ ~ ., <> ~ J oII~NA.~ W, ~H!-VJ.. ~l1!!!!!!J ~ .. I- r I-[,L - ¡ ',.:: .II. " ~- -! '" '.1; J ir°TTON WY ~ <Tn". I;; ï ..OSPE T ST II I.. InH rl.T Z - ~ Ik II. 1. .,,, S . I'" I!!!.'J·- -''-- i :J - ". ,I. 'f .-' u.=.. ..:::- P 1,...1 CALlFORflbA ,... ,...-... --¡.::::. ~ - :n: ,--.;... ~._ ru I ~ ,Æ ~~~V iri . ..~ ·:c. '5~ CALIFORNIA, "~I. ~ AV ð' t; I .... ~ "ENLEY ~ I~ + .. , - m~r-" ,- '"-~ -i; m....-S --' --n"f---Ÿ' \..'¡¡,...... t - -a" -fr .... .!~. ~ - -- ~~- -- ~~:~ ._~ .t; II) I 1,", 9 ~I-L I 10TH :.t;:~f./~~~~'f-~~. !'ã;. !t;¡'V ~ "US ~ ~ -. ~~~ 11 ~ CIT.USAV "'" - &' I;. -0 "1 .. ST r I .-i .r~ ~~ I~. .. . . .... '.' """ó""";:' ST ¡: > ~ 'f';: ";M"EN II) LUCKY c it; zIT> ! .- _. r ST -t J:: It CU" ~1 ~"l. ~ « 2~ ~ III ·'1 '" POTOMA£I i IE: AV '. I I RH~ I ST f L.. ..:' TO~A. ~ AV 1;;1 :d~ -J¡ > ~~ Ii 6~ ~ t t; ~ > ~ Iñ t~"""" tö.!!!!,1ii t. c /.~ I Lz!IU!L...f;:.:.\:....'.:....i'.:.....:.,L ....r.....·./;.).·.:.·.....:-.t:=ELTW~';E-J {tClL ~~ e it; i :. y ~ ~I ¡j t; ~~UDcJv.; ~ I·~¡\;I ;'n '.nll ól Ì\ en t f Wft.I 'IT ~i ".,"';'.. :':',~', CI) I> .;','."::. - HOUSER In COLE ;S I' Y?~\-.!L- a ~ 'AU , a ¡ ~i J: I 1:: 'TH\ 'MV, >Oaf ji:¡::~ ~I:.'!i~'!'-~ f''''f~·'~ I--!4'!!LOOCK ST 1 II. \: ST p$1f"'A AV I\.J ~" 3 t ~ CL i~1.(k\ ST" 4TH II '1ST q~";;"" ,.:.: VIRGINIA 3 AV . 'I0OI I .Ç!I!!T~~. ~: ð I ñ: ~. t; t;:J~TI: I I;; 1;;. t;1"~ ~I\\ ~ ~;~l? j z ;; :. ..~~ J ~ ~ 1 -...-- J~~__U .... IS;'D l~iI I~- ~ t; ~- !1-----~ - -- ~t'- ---- :11, ..... ST I /)) I I;; ~ ~ I;; II,'¡' ,II I", C 51j.§' ,ll. z ~ I ~L"., ft.AS I - f~IA:J' ~:~I ~ ~ ~ '5f-: f- -1<1.~ I ~ AX ~ _I TEXAS r-- -JÇ: """I'T --' ..'Is'" (1 ST ,!!!!g! ,TÓ1! ~ I~ ~ ~ ~ š ~ ~ l4''ð I VE N ï~ ST Ii:! z: _,~I ". ____..! :at ¡; ~ i ~ ¡j ~ Il/'\J I, I I~ ..111 IT J)"" , ST ST I ¡ .. __ r-, 0 Wi'KT'NS ST I I .- p- f,!"/;';;'u I I -~~f- 'L..!" L.:i-- I I ___c __ BRUND Gd .J T19< IN ,0 I ,'-0 )-~...L FS ... Ii --4) ./'0 I _'305 -"I ~""..... I....:~_ ~!C.OSIS' r 68 /:/ ~ __ "Y.!!t~"JiN "~H~r-......;,: (. ¡\ICIll.....I..ft ,tiñL'"' F.ADRE -.§L : "''W'' I T ~ I II ~ÞIIIIJ.u ~ _ !W~DO..., .. ft:tv / - _if~l ~ -~-;:,~ A; + .-;;i -- --Th=,~r+- ---- .. 5- /~'~." n·"'F· > ':!I Wf II! J ~ 1 D:/ ~ MCNown Q lól ~ I ~ i. I :~~~:~" I ./..L r~!ü.... " ,I «. J-1ø- ì ~;O/ ~ ~ Ie Ii; I<:!f I ~ ::;~",:'~'"'. I " f..l;¡ r -.. '4'!r.. ~~" ..~- t; ~ SMlTHST g t I. - ~s" I ~ ¡:~~~t: I I h.. .P._... T~ ". rï,~"~ ~ 3rT~R .. ~--1-L .: "fl" '"" ::¡:::;;:"\'" I ___ '.. . IX .:"...'..'.::.>....,~:\,. . :z 1\ 11 .'4 ~o IiO ~p'.':'~..;}::Z I I:: =~~. '~..." I I . rt'~:'~ IL "", r ~¡II_ ~ ~ I . )'T';"'--- k-.~ ~ i;;~;i ~ I : ~ I I ; \ :i'~; ~I! ;-~ I /.#.. I'~ \.EI·Ù~~. 8: I: : I ..:~. '¡~;~. . a,·:'~F·;' 7/' !._ "..~C""'T"'''.' I I! ! . -l2 ~ - Location Map - Rosedale Equipment Rental FIGURE .AD .I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSREW, CA 9S384 2122 Union Avenue County of Kern . Bakersfield. California 1 · ! · i ~ i · ~ i ª ~ j I I I I ....."....m84..~~~.~~..... ! _...,..~~..t.,. :;.;.,.;. . . ....,,.tI,~ ~ t....t.~~~::::::: ,:.;.:.:. .. .~ ;: "t·¡tlt. "h~, IV'a ª ,..~~~t:::::::::::::::::::::: ::::::::: . . . :~~frt~~~ .... ~ ""'':~:::;:::::::::;; '. {:;::.:.:.::. . . mr m:::::::)/·:)::):);·'.. I :t;:?;;('::;;:::.:::: ": ()) ': ..' . .:::........:....¡....:.:.... ;;:;:;:;:;';:::; :;:;::;:::::::;:;:;:;:;:T::;; O_ "'~.. I it;:;:;:;:::;:; ,:::;:;:;:;:;:;:;: ....::?:;;:. ." . . .' "" . ::'){{ .. .... ,'. .:::::::. y : . : .... . ....,.. :\{ Ii' ):: :;::: . ??\:::\. ~ : ,'::,::;: .:.. :'. :::i,': '. "::;:: "::':" . :. ... :;:;:}},)' '. ::r:.?\:;: . '. ~ ..../,:;.:.:-::.'.::::::..: ::':<:::::.::.': :':":" ...:..:.:....... ":' . ...:....::.:):'. '---:'15 ::::,--\; ~('è I if:;··:······ ":'.:. ..:.... . .::::<:::,:. .' .{::..' I):: \, ¡ ¡¡¡ . . .. ····i;;¡=~~~:w,Jt.;\ .~\iiiii'J i ~:.¡¡¡:;:.¡;:¡;:: :......:.:::.:::::::::...::;:;:;....·.((\.;.:...·;...!i...::.ii:)).:.J.t({.¡i;;;;:.:!;;;:;:;::..·.....::I!!·::;. ·;:·//.1/.'111..;:.:.·..1:..;;;:;:;.1:....:..::.:.::.::.:.=:....::.:..\:::.~;.::.lli:::::.......·:.::.:;.:.;;.:: .:::'" ({;;:;:;....::.:::;:"':::::? '" ' . {ii··.... I:::::::;:. :,;,;::i:i:~;,::;:,l;¡i;¡:::::¡:',:\;.,,';;,;;¡!:;;;:.,..:;:,:;.,..'.;,::..., .'::.,} Approx. Lateral Extent Of ~.i .,:,;:i;i/'!.'~''.;;;,;<,!*(~~1~~S i.'Wi;·..;:\ G"/Ptume I: . ':: ........... ···y;·:!;.·!:~;~~~;;~~l]!I;;5~t;..< .\ /' \ . '; 1I,¡¡~!iilli'It!¡i!l;è'I"'::J itS:::::,:::;:: .! .. ., .. ..! '\;::.. . "ii';:}) ::\'.' :;:::)::::::::::::;::: '.: . . . m:¡:::: .:::: :;t: :?..: ..;'::::.. .. t:::m'¥.r. "'. . ;';';:?:: . ::'. ,:;:;:{.) . . .', :;"i:·:: : '. ..': .....:.. ..... ......:.. .'. :::,::::::: .. ;:,.::,.: .. ',i. .' "'''::'':.. :':. '..::;;. I UTILITY RIGHT AWAY ""'111::. .. '.", .;¡::;'::'.:::.::.:':':.:" .........::'::;::.....,..,..."..... ..... "" .' :::.:.:,:.:'.' :,:ii,:::,:···· . .......:::::¡:::¡::';¡::.:,J}. "..' :r .. ., , . ,'", ',' . . ..::....::.. .::::" ':, .' .:::: . ..,' .:,'," ',. '.' " " . -;r'* i ..... ):) ... '. ".,:' .. :"::??::: .-' I .... ;;iii'.,,::::;;. . .....: . };} ':, ." <\?::: . . :::)/ ; :~~~Y':_'lmmmmmmmmm I I I I I I I I I I I I I I I I I I I FORMER TANK PIT --.--......- B5 . ---- B-1 . Boring Location /liL . OED ENVIRONMENTAl CONCEPTS 100 . I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD. CA 93384 - SEWER UNE OFFICE . t o I 7.5 15 I 1" -15' - - Areal Extent of Gasoline Plume - FIGURE RosedaJe Equipment Rental 2122 Union Avenue County of Kern . Bakersfield, California 2 ------------------- NORTH A B6 B4 B3 B2 SOUTH A' I, \\\, '\ '. FORMER TANK PIT SW '",- \ \" ", " "" ND /<CC·~...~·:F:··hh:F~K:·:·:·?"n:7?·:'~:·:·::~:':'::'::.:.:':.::.~':':,....--". . . . . . : . . . . . . . . Approx. Umlts :.....::. .::.: :; ;':':":'.,-::.",:.,., Of/Gasoline Plume ~p.~:('~"~.>:: : . . . . :':.:::.:: ::'~",:,...,. SW ND ... ....... . · .......... .. ........,.. . . . . . . . . . . . . ... ............ . . ......~...... .... .. .. ......... ..... :::;:;;j:~'·:<·}<i/;/i;i;/C/¥.~?¡T?? MLJCL . <:34Oò:::::- . . ......... .', ........ . . . . . . . . . . . . . . ........ . . . . . . . . . . . -,' . . . ........ .. . . . . . . . . . . . .. ...... .. ......... . ......... .. ......... . ........ ... ..... ... ..... ... .. ... ........ ....... .. ....., ,.. ... . .... . ..... . .. '. ND . . 1-1" : : :-:>::, .. . . , . . . . . . . . . . nøoø< .. . .. ., .. :::::::::::::::::::: iJiL :::::<::::-: ......... ........ ........ . · ... ... ....... '" . . . ...... SM . . . . . . . . . . . . . . . . . . . . . . . . . .... ..... ....... ..... ........ ....... .... ....... · .......... ..-. ..... . ..... ....... ...... ....---. · . . . . . . . . . . · .-........ · .._-..... . . .. .. ND · ..... ...... ·····1· 40", O· ·0' .... ....:- . . . .:-:- . - . . . . . . . . ··:·2000··: .. . . . . . . . . . . . . . . . . . . ... . ·········S··M·..··..············ .... . ....-.- :::::::::.... ::::::::::::::: ........... . ........... . .. .........., .. ......... .. .-...... ...... ........ . . . . . . . . . . . . . . .. ... .......... . .. ......... . ........ . .... ..-.... ND <$OØ) .. . ........... . ............ ....... .... .-. . . . . . . . . . . . . 2()P9.......:.:::.·::.·.·.·.·.·.·.·.·. :.': ·ø·~:·:·~:.:.;··~,··>,· ....... ..",' ND ND SM/ML ML ~ Z--- ND ........... .. N[f·..·....···..···..···...~.........~>u........?,2..u.... 1" = 10' TP~N PPM t 14000 CL ND CL SCALE ........... ----:' ND SM - Cross Section A - A' - Rosedale Equipment Rental FIGURE . I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX40672 BAKERSRELD. CA 93384 2122 Union Avenue County of Kern . Bakersfield, California 3 I I I I I I I I I I I I I I I I I I I FORMER TANK PIT SEWER LINE B5 . OFFICE . ............................... 84 . m t :5 en w tï a: (.) 0 7.5 15 Z 0 I I (.) 1"·15' .83 B-6. Proposed Confirmation Soli Boring Is located Between the Two Borings Which Recorded The Highest TPH-g Concentrations ; I I i mmmmmmmmmmmmmjmfmmmmmm I UTILITY RIGHT AWAY ~ I ~ ~ ¡ ¡ uuuuuu,uu'hhuuu.uu.umu..umuhuuumuh..mmu..mmmuhmmu.uumm'uummu..um.uhumuu....umu.u.m.uu.mmu.....miuhmuu.uu.u.umuuuhh·uu.umum.hhu.m,u'm.uhmmuh·UU.umhu'm., ~ , ! ¡ j . . B2 B1 /' /OVERHEAD POWER UNES B-3 . Propose Soli Boring location B-1 . Boring Location· 9/1/95 11 .L """,l.""...__... . I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 - Soil Boring Location - Rosedale Equipment Rental 2122 Union Avenue County of Kern . Bakersfield, California FIGURE 4 I I I' I I I I I I I I I I I I I I I I ··e e Advanced Environmental Concepts, Inc. .~"'____.__._~__.._____ ."_. .~... _'_""_~___'_m. "Appendix e" HEALTH & SAFETY PLAN . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831·1646' FAX·805/831·1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. Health & Safety Plan for Rosedale Equipment Rental (Fonnerly Sam's U-Drive) 2122 Union Avenue County of Kern . Bakersfield, California Introduction A Site Safety Plan (SSP) has been designed to address safety provisions needed during the site soil assessment/remediation. Irs purpose is to provide established procedures to protect all on-site personnel from direct skin contact, inhalation, or ingestion of potentially hazardous materials that may be encountered at the site. The SSP establishes personnel responsibilities, personal protective equipment standards, decontamination procedures and emergency action plans. Advanced Environmental Concepts, Inc. seeks to enter the property described above for the purpose of conducting a site assessment, consisting of hollow-stem auguring and soil sampling, to remove hydrocarbon impacted soil. Undisturbed soil samples will be collected to assess the extent of hydrocarbon impacted soil at the subject site. Each sample to be chemically analyzed will be collected in a brass sleeve, capped with lined plastic lids, sealed with tape, and immediately stored in a cooler with frozen blue ice immediately. All Chain-of-Custody protocol will be followed. Drilling equipment will be brought to the site and operated by: S Band S Drilling Company 3022 West Santa Ana Fresno, California 93722 Contractor's License # C57-560175 This SSP describes means for protecting all on-site personnel from deleterious contamination of personal injury while conducting on-site activities. As described below, we will strive to meet all requirements promulgated by the California Department of Health Services. Responsibilities of Key Personnel: All personnel on-site will have assigned responsibilities. Mr. Jonathan L. Buck will serve as Project Manager and on-site geologist. He will also serve as Site Safety Officer (SSO). As SSO, Mr. Buck will assure that on-site personnel have received a copy of the SSP. Personnel will be required to document their full understanding of the SSP before admission to the site. Compliance with the SSP will be monitored at all times by the SSO. Appropriate personal protective equipment, listed below, will be available and utilized by all on-site personnel. Prior to beginning work, the SSO will conduct a training session to assure that all are aware of safe work practices. In the training session, personnel will be made aware of hazards at the site. Mr. Buck will also be responsible for keeping field notes, collecting and securing samples and assuring sample integrity by adherence to Chain-of-Custody protocol. Project: AEC 96V-1706 1 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. All on-site employees will take reasonable precautions to avoid unforeseen hazards. After documenting their understanding of the SSP, each on-site employee will be responsible for strict adherence to all points contained herein. Any deviation observed will be reported to the SSO and corrected. On-site employees are held responsible to perform only those tasks for which they believe they are qualified. Provisions of this SSP are mandatory and personnel associated with on-site activities will adhere strictly hereto. Job Hazard Analyses: Hazards likely to be encountered on-site include those commonly encountered when operating any mechanical equipment, such as the danger of falling objects or moving machinery. Simple precautions will reduce or eliminate risks associated with operating such equipment. A drilling contractor has been employed to deliver and operate all drilling equipment. Qualified personnel only will have any contact with this equipment. All on-site personnel, including the excavation contractor and his employees, are required to wear hard hats when in close proximity to excavating equipment. Latex sampling gloves will be worn by persons collecting or handling samples to prevent exposure to contaminants. Gloves will be changed between samples and used ones discarded, to avoid cross-contamination. Proper respiratory equipment will be worn if vapor contamination levels on-site exceed action levels as determined using a Photo ionization Detector (PID). Action levels requiring respiratory apparatus will be 10-ppm above background level, in the breathing zone. Furthermore, no on-site smoking, open flame or sparks will be permitted in order to prevent accidental ignition. Risk Assessment Summary: Exposure to chemicals anticipated on-site include gasoline, diesel, and benzene, toluene, and xylene (BTEX). These chemicals represent a hazard because they are moderately to extremely toxic and most are highly flammable. Threshold Limit Values (TLV6), Short Term Expo&ure L.imits (STEL's) and Toxicity levels (L.D50, oral-rat), ª" in mg/kg (ppm), are listed below: ComDound TLV STEL Gasoline 200 300 Diesel 50 75 Benzene 10 25 Toluene 100 150 Xylene 100 150 Toxicity 4894 5000 4300 Benzene is considered an extreme cancer hazard. Exposure Monitoring Plan: A PID will be used to monitor vapor concentrations around the site. Should concentrations exceed TLV's, protective measures will be taken. Passive dosimeter badges will be placed in downwind locations if PID readings indicate high levels of volatile organics in the breathing space. Project: AEC 96V-1706 2 I I I I I I I I I I I I I I I I I I I Site Assessment Workplan e Advanc.nvironmental Concepts, Inc. Personal Protective Equipment: Personnel on-site will have access to respirators with organic vapor cartridges. Replacement cartridges will be available on-site as needed. When handling samples, the on-site Geologist will wear latex gloves. Hard hats will be worn by all personnel on-site when in proximity of drilling equipment Work Zones and Security Measures: Access to the site will be restricted to authorized personnel. A set of cones, placards, or wide yellow tape surrounding the site will define the perimeter, if needed. The Project Manager will be responsible for site security. Decontamination Measures: Avoidance of contamination whenever possible is the best method for protection. Common sense dictates that on-site personnel avoid sitting, leaning or placing equipment on possible contaminated soil. All personnel will be advised to wash their hands, neck and face with soap and water before taking a break or leaving the site. Respirators will be washed with soap and water following each day's use. Drilling and sampling equipment used will be decontaminated by steam-cleaning. Sampling equipment will be decontaminated before each sample is collected. General Safe Work Practices: On-site personnel will be briefed each day in "tailgate" meetings as to the day's goals and equipment to be used. Anticipated contaminants and emergency procedures will be reviewed. Appropriate personal protective equipment will be put on and verified correct by SSO, including respirator fit Drilling and sampling equipment will be steam-cleaned before arriving on-site. Split-spoon sampling equipment will be cleaned before each use. Augers will be steam-cleaned between borings. The on-site engineer will oversee operations and log borings. The Sample Coordinator will assure that proper protocol is used at all times in collecting and handling samples. Training Requirements: The SSO will conduct a pre-site training session which will include contaminant properties, warning signs, health hazard data, risk from exposure and emergency first aid. All chemicals are to be covered and the SSO will assure that everyone fully understands site hazards. Medical Surveillance Program: According to CAR 29,1910,120, Paragraph (f), employees who wear respirators thirty (30) days or more during one (1) year or who have been exposed to hazardous substances or health hazards above established permissible exposure limits are required to be monitored medically. All site personnel will be required to have had a complete chemical physical within the past year. Project: AEC 96V-1706 3 I I I I I I I I I I I I I I I I I I I e . Advanced Environmental Concepts, Inc. Site Assessment Workplan Record Keeping: Documentation will be kept on personnel exposed to contaminant hazards on the job site according to OSHA regulations, These will include documentation that employees have received training on the SSP, respiratory protection, MSDS forms and all emergency procedures. These will be reviewed during the pre-site training meeting. ,Exposure records on each job will be kept for thirty (30) years to meet requirements. Included will be names and soèiaršecur;ty numbers ôfemployees, medical evaluations, on-the-job logs from entry to exit, first aid administered, visits on-site by outside persons and personal air monitoring records. Contingency Plans: In the event of an accident, injury, or other emergency, the Project Director, Senior Project Manager, or other person, will notify the appropriate government agencies or individuals as follows: 1. Bakersfield City Fire Department 2130 "G" Street Bakersfield, California 93301 (805) 326-3979 2. Police, Fire, or Ambulance Emergency 9-1-1 3. Emergency Hospital: Mercy Hospital 2215 Truxtun Avenue Bakersfield, California 93306 (805) 328-5223 I have read the Health and Safety Plan and understand the contents herein: NAME: COMPANY: Project: AEC 96V-1706 4 FIRE CHIEF MICHAEL R. KELLY ADMINISTRATIVE SERVICES 2101 ow StreeT Bakersfield. CA 93301 (805) 326-3941 FAX (805) 395-1349 SUPPRESSION SERVICES 2101 oW StreeT 3akersfield, CA 93301 (805) 326-3941 ~AX (805) 395-1349 PREVENTION SERVICES 1715 ChesTer Ave Sokersiield, CA 93301 (805) 326-3951 FAX (B05) 326-0576 ENVIRONMENTAL SERVICES 1 715 ChesTer Ave Sokersileid. CA 93301 ¡80S) 326-3979 ,:AX (B05) 326-0576 TRAINING DIVISION 5042 ViCTor StreeT 30kersnela, CA 93388 505) 39Q-4697 ~AX (B05) 399-5763 ~ . -- ~ BAKERSFIELD FIRE DEPARTMENT August 15, 1996 Joseph A. Dunwoody, III Advanced Environmental Concepts, Inc. 4400 Ashe Road #206 Bakersfield, Ca 93313 RE: Confirmation Sampling at 2122 Union Avenue Dear Mr. Dunwoody: Thank you for your August 5, 1996 letter informing this office that Chandler Associates wishes to perform confirmation sampling at 2122 Union Avenue for "the purpose of demonstrating that the hydrocarbon plume has stabilized and to obtain site closure." Please submit a work plan for the proposed sampling activities, and also be advised that any work that is not performed under direct oversight by this office will not be accepted, unless previously approved. Sincerely, / "r{' ì I / '. ~.(c·. '" L0,~ _..- Howard H. Wines, III Hazardous Materials Technician HHW /dlm .:.%~ ~ CPonvn~uu& ~~ ../tf60Pe YÆÙ/b ..Æ W~ " - e -ADVANCED ENVIRONMENTAL CONCEPTS INC- / pŒ©r~ij¡~,! " AUG 8 1996 Ði L~y I¡ ~..,,,:::;:;::::::--- ¡ ..-..,...-;~ -..,........~. August 5, 1996 --_.---- Mr. Howard Wines III Hazardous Materials Technician Environmental Services Bakersfield Fire Department 1715 Chester Avenue --Bol<s'rsfield CA 93301' --- ~ -.--..... - - "--. -"'-;"--'-- =....:----=--- -"--'-'-- - - - - - . ---- .----.---- RE: Confirmation Sampling and Site Closure for Sams-U-Drive facility located at 2122 Union Avenue, Bakersfield, California Dear Mr. Wines, In response to your letter dated July 2, 1996 Chandler Associates wishes to perform confirmation soil sampling at the above stated facility for the purpose of demonstrating that the hydrocarbon plume has stabilized and to obtain site closure. Prior to perfQrming the sampling activities Chandler Associates does request that if analytical results indicate that the plume has failed to migrate, is stable, and meets the requirements of the Bakersfield Fire Department that there will be no additional work required (i.e. soil borings) and a site status of nò further action be granted. Your prompt response and cooperation in this matter is appreciated and if you have any questions please call me at 831-1646. Sincerely, ------""-- -..,...-~- ...,. ---. - - - ~ --- Advanced Environmental Concepts, Inc. Jos ph . Dunwoody, III Registered Geologist #5504 Certified Hydrogeologist #156 -ENVIRONMENTAL CONCEPTS WITH DESIGN IN'MIND, - 4400 ASHE ROAD. #206 - BAKERSFIELD. CA 93313 805/831-1646 - FAX ã05/831:H71 FIRE CHIEF MICHAEL R. KELLY ADMINISTRAßVE SERVICES 2101 ow Street Bakersfield, CA 93301 (805) 326-3941 FAX (805) 395·1349 SUPPRESSION SERVICES 2101 -W Street Bakersfield. CA 93301 (805) 326-3941 FAX (805) 395-1349 PREVENßON SERVICES 1715 Chester Ave. Bakersfield. CA 93301 (805) 326-3951 FAX (805) 326-0576 ENVIRONMENTAL SERVICES 1715 Chester Ave. Bakersfieid. CA 93301 (805) 326-3979 FAX (805) 326-0576 TRAINING DIVISION 5642 Victor Street Bakerstield. CA 93308 (805) 399-4697 FAX (805) 399-5763 ~ . e - BAKERSFIELD FIRE DEPARTMENT July 2,1996 Geraldine Carter, representing Chandler Associates Steve Greenburg, President c/o 2029 Century Park East, Suite 600 Los Angeles, CA 90067-3012 RE:.bï7? U.nion--Aveñ""ue,33akersfield, CA Dear Ms. Carter: This letter is in response to the May 30, 1996 letter received by this office from Joseph A Dunwoody of Advanced Environmental Concepts, Inc. The above referenced site exceeds acceptable cumulative soil contamination levels for toluene and J\:ylene as referenced by current state guidelines contained in the Leaking Underground Fuel Tank Field Manual developed by the State Water Resources Control Board. There have been no changes in state policy at this time as a result of the Lawrence Livennore National Laboratory Study referenced in the May 30, 1996 letter. An alternate risk appraisal was included in the October 1995 Environmental Site Assessment prepared by Advanced Environmental Concepts, Inc. Based upon the site assessment, this office issued a letter on Decerr;ber 4, 1995 stating that "no further action" was required at that time if certain conditions were met Condition #2 indicated that additional sampling would be required after one year in order to monitor the residual gasoline contamination. Recent studies 1 concerning oxygenated fuel additives such as Methyl Tertiary Butyl Ether (MTBE) indicate that tùrther evaluation of these additives is necessary in making risk based decisions at leaking tank sites. Therefore, when additional sampling at the site is pertònned as required, the analysis shall also include MTBE as a constituent of concern. If you have any questions regarding this matter, please contact me at 805-326-3979. ~injrelY, ~.~j~l/ é/,J_~_ "..... Howard H. Wines, III Hazaidous Materials Technician HHW/dhn cc: J Dunwoody, AEC R. Huey, BID ¡Senate Bill 1764 Advisory Committee Report, May 31,1996 'Y~~ W~ ~.A0Pe ~.A W~ " -- -. . .::L -ADVANCED ENVIRONMENTAL CONCEPTS INC- / ~~:~~~~u --- ! By .__..._" May 30, 1996 Mr. Howard Wines Bakersfield City Fire Department 1715 Chester Avenue Bakersfield, CA 93301 Re: Closure Status of Sams-U-Drive facility 2122 Union Avenue, Bakersfield. Dear Mr. Wines, In light of the Lawrence Livermore National Laboratory study and the revised attitude of the Regional Water Quality Control Board towards "low-risk" soils-only cases, Advanced Environmental Concepts. Inc. and Chandler Associates believes that the former Sams-U-Drive site, located at the above stated address, is eligible for "no further action" status and should be granted site closure with no additional conditions in regards to plume migration (i.e. additional sampling required to demonstrate plume location). For your convenience a brief review of the site conditions is listed below. · The closest water well is more than 1,000 feet away from the soil plume. · The depth to groundwater below the facility is approximately 220 feet and the total depth of the hydrocarbon plume is 50 feet below ground level. · The hydrocarbon plume is separated from the underlying groundwater by about 170 feet of unimpacted soil. · A risk assessment using an ultra-conservative residual capacity of 0,02 gallons of gasoline per cubic foot of gravel (soil type GP) revealed that if migration occurs, 120 feet of unimpacted soil will still separate the plume terminus from the underlying groundwater. Your cooperation in this matter is appreciated and if you have any questions please call me at 831-1646 ~-=----" ~-- . - ... .~. ~ ~ - ~~~ Sincerely, Advanced Environmental Concepts. Inc. os ph A. Dunwoody Registered Geologist #5504 Certified Hydrogeologist #156 cc: Ms. Geraldine Carter . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, #206 . BAKERSFIELD. CA 93313 ' 805/831-1646 . FAX 805/831·1771 - - - - ~ rJ ¿øÞ -- SAM'S-U- ~ I a SAM'S-U-DRIVE Company EQUIPMENT I RENTAL CENTERS ~~ 3i::"_r,~~:~ December 20, 1995 RECEIIIED DEe 2 ') 19 '. .96 HAZ. MAr D . 'II. Bakersfield Fire Department 1715 Chester Ave. Bakersfield, CA.93301 Attn.: Ralph E. Huey Dear Mr. Huey, In following with our discussion on Monday, December 18, 1995 regarding the continued use of the temporary location tor our above ground fuel tank I have outlined our plan for the steps to it's eventual permanent location. 1) We plan to compact, pave with 4" of asphalt, and seal the area over the location where the underground tanks were removed immediately. 2) As indicated in the conditions of your "No Action Required" letter of December . 4, 1995 we will take the necessary steps for a workplan and the test samples to to be taken in one year. 3) If there has been no further migration ofthe plume and we are given a permanent closure we would then start the construction requirements for the permanent location. We plan to move the tank to~ a location east of.itscurrent location which would meet all of the distance requirements for permitting. 4) If there has been migration of the plume at the one year sampling test we would identifY a new permanent location and proceed with relocating the tank. If there are any further questions regarding the steps to our plan outline please give me a call. s6?~y, ^ { Æ ~ardesty~ Branch Manager 2122 Union Avenue, Bakersfield, CA 93305 - (805) 327·7561/ FAX (805) 327-8570 Serving the San Fernando Valley, Los Angeles, and the Southern San Joaquin Valley ~ TOTAL RENTAL EXCELI!..ENCE ~ e e· CITY of BAKERSFIELD FIRE DEPARTMENT FIRE SAFETY CONTROL & HAZARDOUS MATERIALS DIVISIONS 1715 CHESTER AVE. . BAKERSFIELD, CA . 99301 R,E. HUEY HAZ-MAT COORDINATOR (805) 326-3979 December 4, 1995 RB, TOBIAS. FIRE MARSHAL (805) 326·3951 Geraldine Carter, representing Chandler Associates Steve Greenburg, President c/o 2029 Century Park East, Suite 600 Los Angeles, Ca 90067-3012 Dear Ms. Carter: This is to inform you that this department has reviewed the results for the site investigation of the unauthorized release associated with the closure of the tanks located at6f2'2~~~~~.~~~,kersfield California. Based upon laboratory data submitted, and with the provisions that the information provided to this agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at this time if the following conditions are met: 1. Current land use is unchanged; i.e. the area remains a completely paved, asphalt parking lot. 2. Concentrations measured in the laboratory suggest that the plume still has migratory potential. Therefore, in one year, this office is requiring that soil samples be collected to determine the rate and extent (if any) of the migratory plume. A workplan for further assessment must be approved by this office prior to any future sampling activities. 3. A re-evaluation of potential risk would have to be performed before redevelopment of the property was considered. Be advised that this letter does not relieve you of any liability under the California Health and Safety Code, or any other Federal, State, County, and/or City law and/or ordinance for past, present, or future operations. Nor does it relieve the property owner 0 the responsibility to clean up existing, additional, or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. In addition, any future changes in site use may require further assessment or mitigation. it is the property owners responsibility to notify this department of any changes in site usage. If you have any questions regarding this matter, please contact me at (805) 326-3979. Sincerely, ---1--/ {',-r-./ / J ' ,~ ~/ ~ '-"'J'-':'-'zt:..' ~. Howard H. Wines, III Hazardous Materials Technician HHW/dlm cc: Ralph E. Huey, Hazardous Materials Coordinator I I I I I I I I I I I I I I I I I I I e e ,rL IL -ADVANCED ENVIRONMENTAL CONCEPTS INC- / Advanced Environmental Concepts, Inc. is pleased to present the following: Environmental Site Assessment for Sams-U-Drive Rental Facili1y ~Union Avenue County of Kern . Bakersfield. California 2-\ r¿. '& This report has been prepared for: Kern Environmental Service and Ms. Geraldine Carter . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . RECEIVED NOV 0 6 1996 HAZ, MAT. DIV. October 1995 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts, Inc. Table of Contents Pace 1.0 INTRODUCTION 1 2.0 BACKGROUND 1 3.0 SITE CHARACTERISTICS 2 3.1 Site Description 2 3.2 Regional Geology 3 3.3 Local Geology 3 3.4 Hydrogeology 3 4.0 ASSESSMENT ACTIVITIES 3 4.1 Decontamination Procedures 3 4.2 Soil Borings 4 5.0 ANALYTICAL RESULTS 4 6.0 FEASIBILITY STUDY 6 6.1 Soils Profile 6 6.2 Extent of Hydrocarbon Migration 6 7.0 ASSESSMENT OF THE IMPACTS OF THE CONTAMINATION 6 7.1 7.2 7.3 7.4 7.5 Characteristics of the Contaminants Maximum Clean-up Levels (MCLs) Volume of Hydrocarbons Residual Capacity of Soil Migration, Potential Migration, and Threat to Groundwater 6 7 7 7 8 8.0 CONCLUSIONS 9.0 RECOMMENDATIONS 10.0 LIMITATIONS 11.0 CLOSING 8 9 9 10 Appendices: (A) Project Maps/Figures (B) Boring Logs (C) Laboratory Reports/Chain-of-Custody Documents Project: AEC 95V-1560 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD. 1#206 . BAKERSFIELD. CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts, Inc. 1.0 INTRODUCTION This report presents the results of a soil investigation conducted by Advanced Environmental Concepts, Inc. (AEC) to determine the extent of hydrocarbon impacted soil resulting from the unauthorized discharge of waste oil and gasoline, identified following the removal of three underground storage tanks (UST's) and associated plumbing. The UST's were located at the Sams- U-Drive rental facility, 2212 Union Avenue, Bakersfield, California (Appendix A Figure 1). The project was performed on September 1 and 21, 1995, in accordance with the work plan previously designed and submitted by AEC and approved by the Department of Environmental Services, Bakersfield Fire Department. This Investigation was authorized by Ms. Geraldine Carter, and conducted under the direct supervision of Mr. Howard Wines, Hazardous Materials Technician, Environmental Services (City). Contained in this report is background information regarding existing site characteristics, regional and local hydrogeological profiles, and the project history. Also included in the following sections are the objectives and scope of investigation, detailed investigative procedures, and subsequent findings. Finally, AEC provides an evaluation of said findings and makes related conclusions and recommendations. The report appendices contain project maps and figures (Appendix A), soil boring logs (Appendix B), and laboratory reports/chain-of-custody documents (Appendix C), 2.0 BACKGROUND On March 22, 1995 Kern Environmental Services (KES) removed three underground storage tanks (UST's) from the subject site. All three tanks were of steel construction and contained gasoline, diesel, and waste oil with capacities of 10,000, 2,000, and 1,000 gallons, respectively. Following the removal of the UST's a total of eight soil samples were collected from beneath the tank inverts and analyzed for hydrocarbon and chemical constituents known to be associated with the contents of each tank. The laboratory data is presented in Table 1. TABLE 1 ANALYTICAL RESULTS - TANK REMOVAL 3/22/95 Sample I.D. TRPH TPH-g TPH-d B T E X TOX Pb 1 NA 38 NA ND NO ND 0.10 NA NA 2 NA ND NA ND NO ND ND NA NA 3 NA NO NA ND NO ND NO NA NA 4 NA ND NA ND NO ND ND NA NA 5 NA NA ND ND ND ND ND NA NA 6 NA NA ND ND NO ND ND NA NA 7 ND NA NA NA NA NA NA ND ND 8 240 NA NA NA NA NA NA ND ND D,l. (µgm/gm) 20,0 5,0 10,0 0.005 0.005 0,005 0,01 20, 5.0 Project: AEC 95V-1560 1 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD, CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts. Inc. D.L.: NA: ND: B: T: E: X: Pb: TRPH: TPH-g: TPH-d: TaX: Detection Limit Not Analyzed Non-detected Benzene Toluene Ethylbenzene Xylenes Lead Total Recoverable Petroleum Hydrocarbons Total Petroleum Hydrocarbons as Gasoline Total Petroleum Hydrocarbons as Diesel Total Organic Halides TABLE 2 ANAL ¥TICAL RESULTS - TANK REMOVAL 5/12/95 (ppm) Sample I.D. TRPH A-1 190 D.L. (µgm/gm) 20.0 TOX NA 20.0 Pb NA 5.0 NA: Not Analyzed ND: Non·detected Pb: Lead TRPH: Total Recoverable Petroleum Hydrocarbons TaX: Total Organic Halides As a result of the information presented by KES the City of Bakersfield determined that further evaluation of the area beneath the former waste oil tank was required. Commencing on September 1. 1995 the waste oil investigation was performed. Two soil borings (B-1.2) were advanced within the tank pit. Boring B-1 was advanced directly through the center of the former waste oil tank location and B-2 was positioned about 10 feet east of B-1. Gasoline odors were immediately detected in the cuttings from B-2. The recognition of gasoline prompted the City to require additional assessment work be performed to evaluate the extent of the newly detected hydrocarbon plume. This report presents the results of both phases of the investigation. 3.0 SITE CHARACTERISTICS The following sections summarize the project site features and conditions along with regional and local geological and hydrological characteristics. 3.1 Site Description Sams·U-Drive rental facility is located on the northeast corner of the intersection of East 21 st street and Union Avenue, In Bakersfield. California. The general area is comprised of light industries and related services. The subject site is at an average elevation of 385-feet above mean sea level with minimal topographic relief. Project: Me 95V-1560 2 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, *206 . BAKERSFIELD, CA 93313 805/831-1646 . FAX 805/831.1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts. Inc. 3.2 Regional Geology The subject property is located in the Southern San Joaquin Valley (Valley) which Is a part of the Central Valley of California. The Valley forms the southern two-thirds of the Central Valley and is characterized as a broad structural trough. It is bordered on the east by the Sierra Nevada Range and on the west by the Coast Range (Diablo and Temblor Mountains). The Valley extends 250 miles southeastward from the confluence of the San Joaquin and Sacramento Rivers to the Tehachapi and San Emigdio Mountains. The width ranges from 25 miles wide near the Kern River to approximately 55 miles wide near the Kings River. with an approximate average width of 40 miles. Geology of the southern Valley consists of a Pre-Tertiary basement complex overlain by marine and non-marine sedimentary rocks of Tertiary age. These rocks are composed of consolidated sandstones, siltstones and shales which thicken from northeast to southwest. The Valley was once an inland sea of comparatively shallow depth that continued to subside due to the ever increasing load of sediments transported and deposited from higher elevations. These deposits consist of gravels, sands, silts and clays. The majority of the groundwater pumped from the Valley floor occurs within these relatively unconsolidated continental deposits. 3.3 Local Geology The investigated property is located on alluvial deposits, created from sediments transported and deposited by local streams, and during flood stages of the Kern River. The site Is situated in a low to moderate energy flood plain environment consisting of weakly consolidated to unconsolidated, poorly bedded sands and silts. 3.4 Hydrogeology Ground and surface water in the central Bakersfield area is regulated by the Kern County Water Agency. According to the Kern County Water Agency "Report on Water Conditions - 1994", depth to groundwater in unconfined and equivalent wells is estimated at 220·feet below grade level (BGL) at the site. No perched water bearing zones are reported in the area. 4.0 ASSESSMENT ACTIVITIES 4.1 Decontamination Procedures Prior to initiating drilling operations, the augers and associated drilling equipment were thoroughly cleaned using a high pressure steam cleaner. In addition, the soil sampler and hand auger were washed in an Alconox solution and double rinsed in clean, deionized water prior to initial use and between each sampling interval to minimize the possibility of cross-contamination between samples. Project: Me 95V-1560 3 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD, CA 93313 805/831·1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts. Inc. 4.2 Soil Borings This investigation was performed on September 1 and 21. 1995. A total of five soil borings (8-1.2,3.4.5) were drilled on the subject property. The borings were advanced using a truck·mounted Mobile B-53 drill rig, equipped with 8-inch 0.0. continuous flight hollow- stem augers. The soli borings were positioned to evaluate the potential for the lateral and vertical migration of waste oil and gasoline detected during the tank removal procedures and subsequent investigation. Soil boring B-1 was drilled in the center of the area formerly occupied by the waste oil tank to a depth of 30 feet BGL. Boring B-2 was placed about 10 feet east of B-1 in an attempt to demonstrate the lateral limits of the waste oil plume. When obvious signs of gasoline contamination were encountered it was decided to advance B-2 to 50·feet BGl. Soil borings B-3, B·4, and B·5 were positioned north of B-2 for the purpose of evaluating the depth and lateral dispersion of the gasoline plume and were advanced to the depths of 60.50. and 45 feet BGL respectively. Locations of soil borings are plotted on Figure 2. Soil samples were collected at intervals of 5·feet in all borings commencing at 10-feet BGL. Samples were obtained by driving a thin-walled steel sampler, equipped with three 2.5· inch x 6-inch brass sleeves, a minimum of 18·inches into previously undisturbed soil. The sampler was driven ahead of the augers using a 140-lb. slide hammer with a 30-inch vertical fall. Following each sample drive, the sampler was withdrawn from the borehole and the three brass sleeves were removed. The bottom sleeve was retained for laboratory analysis and prepared by placing teflon tape and plastic caps over each end. then securing the caps with duct tape. The samples were labeled, placed in sealable plastic bags, recorded on a Chain-of·Custody document and placed In an ice chest cooled with blue ice. Soil exposed at each end of the center brass sleeve, and the cuttings. were examined for lithological purposes and for any obvious evidence of hydrocarbons. Lithologic descriptions were logged according to the Unified Soils Classification System (USCS). Chain-of-Custody protocol was strictly followed to ensure sample and traceability. Upon completion of the above described procedures, the borings were plugged with hydrated bentonite chips. 5.0 ANALYTICAL RESULTS Selected soil samples were submitted to Associated Laboratories, Inc., of Orange, California and analyzed for total petroleum hydrocarbons as gasoline (TPH-g), Total Recoverable Petroleum Hydrocarbons (TRPH), and Benzene. Toluene. Ethylbenzene, and Xylenes (BTEX) using CA DHS and EPA methods 418.1 and 8020, respectively. The analytical results are presented in Table 3 and the laboratory reports and Chain-of Custody are provided in Appendix C. Units are in milligrams per kilogram (mg/kgm) which are equivalent to parts per million (ppm), Project: AfC 95V-1560 4 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD. .206 . BAKERSFIELD, CA 9331 3 805/831-1646 . FAX 805/831-1771 I - e I Environmental Site Assessment Advanced Environmental Concepts, Inc. I TABLE 3 Analytical Results - Soil Borings 09/01/95 and 09/21/95 I (ppm) Sample 1.0. TRPH TPH-g Benzene Toluene Ethylbenzene Xylenes I B1-15 6.4 NA NA NA NA NA B1-20 17 NA NA NA NA NA B1-25 310 NA NA NA NA NA I B1·30 2.1 NA NA NA NA NA B2-25 NA 800 1.5 37 34 320 B2-35 NA 2000 99 320 78 460 I B2-40 NA 2000 76 220 63 340 B2·45 NA 840 8.2 110 36 220 B2-50 NA 7.2 NO 0.052 0.055 0.3 I B3-15 NA NO NO NO NO NO B3-20 NA NO NO NO NO NO B3·25 NA 3400 NO 27 47 580 I B3-30 NA 11000 0.45 370 230 986 B3-35 NA 14000 19 1000 310 1800 B3-40 NA 5300 2.0 160 88 540 I B3·45 NA 49 0.05 1.0 0.52 3.3 B3-50 NA NO NO ND ND ND 63-55 NA ND NO NO NO NO I 63-60 NA NO ND ND ND ND B4- 20 NA 120 NO NO NO 0.18 B4-25 NA 1000 NO NO 2,7 17 I B4-30 NA 11 NO NO ND NO B4-35 NA 2000 NO 42 27 180 B4·40 NA ND NO NO ND NO I B4-45 NA NO ND 0.06 NO 0.05 B4-50 NA NO NO NO ND NO I B5-25 NA NO ND ND ND ND B5-30 NA NO NO NO NO NO B5-35 NA NO ND NO NO NO B5-45 NA NO ND NO NO ND I D, L.(mg/kg) 1,0 0,005 0,005 0,005 0,005 0,015 O.L. Detection Limit I ND: Non-detected at indicated limit of detection NA: Not Analyzed TRPH: Total Recoverable Petroleum Hydrocarbons I TPH-g: Total Petroleum Hydrocarbons as Gasoline I Project: A£C 95V-1560 5 I . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD. CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts. Inc. 6.0 FEASIBIUTY STUDY 6.1 Soils Profile The soil profile at the site consists of well graded sand (SW) to a depth of 25 feet BGL and silty sand (SM) and sandy silt (ML) from 25 to 30 feet BGL. Poorly graded sand (SP) and sandy silt (ML) are interbedded between 35 and 45 feet BGL and is underlain by lean clay (CL) which is logged to a depth of 55 feet BGL. Silty sand (SM) was logged at the 60-foot interval, the total depth drilled. 6.2 Extent of Hydrocarbon Migration Analytical results indicate that hydrocarbon concentrations extend to a depth of 50 feet BGL with the highest concentrations being detected in B-2 and B·3 between at 25 and 45 feet BGL. Concentrations below detectable limits were recorded in B-3 beginning at 50 feet BGL at 40 feet BGL in B-4, and all samples submitted from B-5. Boring B-1 was advanced to 30 feet BGL and sampled every 5 feet beginning at 15 feet. All four samples recorded detectable concentrations when analyzed for TRPH. Analytical data shows that a small waste 011 plume exist In the area of B-1 which attenuates downward to 30 feet BGL and includes a volume of impacted soil that is probably less than 100 cubic yards. A larger gasoline plumes is present adjacent to and underlying the waste oil plume, that extends to about 50 feet BGL has a diameter of about 70 feet and occupies an area encompassing approximately 4,300 cubic yards, The areal extent of the hydrocarbon plumes are depicted on Figure 3 and 4 and cross· sectional view of the gasoline plume is shown on Figure 6. 7.0 ASSESSMENT OF THE IMPACTS OF THE CONTAMINATION 7.1 Characteristics of the Contaminanfs Gasoline and its components (benzene, toluene, ethylbenzene, and xylenes), are the only contaminants of concern (COCs) for this site. Gasoline is composed almost exclusively of hydrocarbon compounds; the mixture changes from producer to producer. and may even change from season to season. At sites of gasoline spillage, chemical toxicity is the factor in determining the appropriate COCs, Benzene, toluene, ethylbenzene, and xy/enes are the most important compounds in terms of human toxicity. Of these compounds, benzene is considered the only Class A carcinogen (i.e. a known human carcinogen). Benzene is Identified as the primary COC at the site. A lengthy review of the potential toxicity of benzene is beyond the scope of this plan. The U.S. Environmental Protection Agency (EPA) has compiled and reviewed toxicological data on benzene, and this information is presented in the EPA Information Retrieval and Indexing System (IRIS) database. Project: Me 95V-1560 6 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD. CA 93313 805/831·1646 . FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts, Inc. 7.2 Maximum Contaminant Levels (MCls) MCLs are part of the drinking water standards adopted both by the California Department of Health seNices (DHS) in Title 22 of the Code of Regulations (CCR). "Domestic Water Quality and Monitoring", and by the Environmental Protection Agency (EPA) under the Safe Drinking Water Act. It should be noted that the balancing of health effects with technologic and economic considerations used in MCL derivation may not be applicable to the protection of water resources. The MCLs for gasoline and its organic constituents benzene, ethylbenzene, and xylene isomers are 1 part per billion (ppb), 680 ppb. and 1.750 ppb. respectively. No California MCLs currently exist for toluene or total petroleum hydrocarbons as gasoline (TPH-g). Hydrogeologic data indicates that the first encountered groundwater beneath the site is not currently used for drinking water or agricultural purpose, and because of the limited total volume of water available in the shallow unconfined aquifer the potential of this groundwater has limited future beneficial use. Because t r.e_is_J:'Io_cuu:er:\.t..use,-ar.'l,cUQª water has limited potential use, if the water was i.ro.p..Qçlê.. _.b,ª~Q[r:¡j,Q..11~~e aft.enuated accordiog~o reflect '0 reQSOnRbJ,e reduction in hydro~Q!bon c,9Ps~ntrat,i.Q.Qý ra.ther than drinking water standards. 7.3 Volume of Hydrocarbons The estimated volume of gasoline present in the soil was calculated using two different methods. The first averages the laboratory results and the average concentration was used to calculate the weight and volume of gasoline present in the cylindrical plume, The average concentration used for this determination was 3,038 ppm. The calculation and parameters are presented in Figure 7. The second method calculates the volume of each 5·foot interval (Figure 8) of the cylindrical plume then adds the individual units. The result for method one was 6,102 gallons and method two was 4,854 gallons. For this evaluation 6,100 gallons will be used for the volume of gasoline present and the volume of impacted soil will be 115,500 cubic feet, 7.4 Residual Capacity of Soil As released hydrocarbons migrate downward, in the unsaturated zone, a portion of the liquid is adsorbed onto the mineral surfaces (API 1989). Horizontal spreading will also occur within the release zone due to attractive forces" between the liquid hydrocarbons and soil granular surfaces. The volume of liquid left behind the migrating front is referred to as the residual capacity of the soil. The American Petroleum Institute (API) has determined that gasoline concentrations of 0.02,0.06 and 0.15 gallons per cubic foot of soil would remain in place for coarse gravel, coarse sand, and fine sand/silt soil types, respectively. For the purpose of this decision the horizontal dispersion of the liquid will not be considered. Instead. the entire volume of liquid will be considered in the determination of vertical migration only, ProJecf: M:C 95V-1560 7 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, *206 . BAKERSFIELD. CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts, Inc. 7.5 Migration, Potential Migration, and Threat to Groundwater Laboratory data indicate that the hydrocarbons have migrated to a depth of 50 feet BGL and, on average, the soil occupied by the plume contains approximately 0.045 gallons of gasoline per cubic foot of soil. Comparing the above stated hydrocarbon concentration to the API residual concentrations for coarse gravel, coarse sand and fine sand/sift we see that a 0.025. -0.015 and -0.105 gallons of gasoline per cubic foot. respectively are available for further migration. If the 0.02 gallons per cubic foot is used as a worst case scenario it would result in approximately 2.310 gallons of gasoline being adsorbed per 115.500 cU.ft. (35 X 30 ft. cylinder) of soil. With the 6,100 gallons of gasoline present in the soil at the subject site this residual concentration would leave 3,790 gallons available for further migration. Still using the 0.02 gallons per cubic foot standard, it would require 1.6 additional 115,500 cU.ft. soil cylinders to adsorb the_ 3.790 gallons of free asoline. or in te!JJl~.,.,g.f....ygt.\£.qL, !J)jgr.otjor.\ . ï'u~ would migrate another 50 feet BGL to a total vertjca!.!!~pth of about 100 feetJ3GL. '''\, . ---.,. ~ Depth to ground water. as reported by the Kern County Water Agency (KCWA) in their 1994 report on water conditions. is approximately 220 feet BGL in the area beneath the subject site. This would leave a buffer of 120 feet of non·impacted soil between the groundwater and the 100 foot deep plume. If the plume were to migrate twice as far as has been estimated in this evaluation. that is 150 feet BGL as opposed to 100 feet BGL there will still be a 70 foot buffer between groundwater and the downward most extent of the hydrocarbon plume. 8.0 CONCLUSIONS On the basis of our investigation. AEC presents the following conclusions: a) The soil profile at the subject site consists of interbedded sand. silt. and clay to the total drilled depth of 60 feet. . b) Kern County Water Agency Maps (2/95) show that groundwater beneath the subject site is approximately 220 feet BGL. .- c) The analytical results recorded detectable concentrations ofTRPH. TPH-g. and BTEX and indicate that two independent plumes exist at the subject site, The first is a small. inconsequential, waste oil plume and the second is an extensive gasoline plume. d) The waste oil plume extends to an estimated depth of 30 feet BGL and has a volume of approximately 100 cubic yards. ' e) The vertical extent of the gasoline plume extends about 50 feet BGL has a diameter of about 70 feet and occupies an area encompassing approximately 4.300 cubic yards. The plume probably extends beneath the nearby maintenance building. Project: A£C 95V-1560 8 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD, CA 93313 805/831-1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Environmental Site Assessment Advanced Environmental Concepts, Inc. f) The waste oil and gasoline plumes are separated from groundwater by 170 feet and 150 feet of unimpacted soil, respectively. g) It is unlikely that groundwater is currently impacted by this unauthorized release. h) This gasoline release resulted in approximately 6,100 gallons of gasoline occupying 115,500 cubic feet of soil beneath the former tank emplacement. i) Soil has adsorptive qualities which retain a given volume of liquid, the volume depends on the character of the liquid and the soil type. A coarse gravel has a residual capacity of about 0.02 gallons per cubic foot and fine sand/silt has a capacity of 0.15 gallons per cubic foot. j) Using the capacity of gravel, 0.02 gallons per cubic foot, as a worst case scenario and assuming that this soil type comprises the entire soil column. the gasoline present at the subject site will migrate another 50 feet (100 ft. BGL) before it attains equilibrium with the residual capacity of the soil. k) Once the liquid hydrocarbons attain residual equilibrium at 100 feet BGL there will be approximately 120 feet of unimpacted soil between the plume and groundwater. If a 50% error factor is added into the equation the plume would migrate to 150 feet BGL which still leaves a 70 foot buffer. I) The fine grained, low permeability soil matrix (silt and clay) identified at depths of 45 to 60 feet BGL, will likely attenuate the total vertical distance the gasoline migrates. Example: using 0.15 gallons per cubic foot as the residual capacity for a fine grain matrix a 5 foot thick cylinder with a 70 foot diameter (19,242 cu,ft.) will potentially retain 2,886 gallons of gasoline. 9.0 RECOMMENDATIONS Based upon the Information and results of the risk evaluation presented In this report Advanced Environmental Concepts, Inc. recommends that the tank pit area be capped with asphalt to limit the potential for rain water, or any other surface water, from enhancing the downward migration of the gasoline plume and that subject site be granted a no further action designation and site closure be issued. 10.0 LIMITATIONS This work has been performed in accordance with generally accepted environmental science and engineering practices. The soil samples for this project were obtained on a finite grid as directed by the on-site regulatory agency representative, hence the analytical results are indicative of discrete samples and are not meant to be misconstrued or representative of unsampled subsurface areas. Conclusions and recommendations are based upon information collected and compiled during this investigation. No other warranty, expressed or implied, is given. Project: AEC 95V-1560 9 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD, .206 . BAKERSFIELD, CA 93313 805/831-1646 . FAX 805/831.1771 I I I I I I I I I I I I I I I I I I I e Environmental Site Assessment 11.0 CLOSING e Advanced Environmental Concepts, Inc. Advanced Environmental Concepts, Inc. appreciates the opportunity to be of service to the Kern Environmental Service and Ms. Geraldine Carter on this project. If there should be any questions or additional information required regarding this report, please do not hesitate to contact our office at (805) 831-1646. Advanced Environmental Concepts, Inc. This Environmental Site Assessment has been prepared by: ~ Jos ph A. Dunwoody California Registered Geologist "'5504 Certified Hydrogeologist "'156 N~NNNNN~NN~NNNNNNNNN This Environmental Site Assessment has been reviewed by: Doc22ES Project: Me 95V-1560 10 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 805/831-1646 . FAX 805/831.1771 4400 ASHE ROAD,1#206 . BAKERSFIELD, CA 93313 I e e· I . AdVanced Environmental Concepts, Inc. I I I I I I W Appendix AW I I PROJECT MAPS I FIGURES I I I I I I I I I . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD, .206 . BAKERSFIELD. CA 93313 805/831'1646 . FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e ~~. .r:.v ~ : {\ ~j~~OI! t;~t;I..n.h"'M Iõ-'~ffi ~~:i~ ; § : rrl.1~1 ~~~i- _ ~~... : ~ ST I Iñ ....,.."'<1>.) 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I I ~ mmmmmm.mmm.mmmm.mmmmmmm___'_jmmrmm I UTILl1Y RIGHT AWAY m'......uumm.m.umm..UUmum..Uu..m.UUu.u.m.......m..........u.....umm.......mm.......mm......uumm......mmu.....ummu.....lu.mm.......u.mm..J...m.mm..uuuuumm.ummum........m......u..m..m. , I FORMER TANK PIT ~ SEWER LINE -- B5 . OFFICE . .84 t CX) S en w tü a: 0, z o o 1" -15' o , 7.5 15 I .83 . 82 " ,. .I , ~ .../' /~VERHEAD POWER UNES B-3 . Propose Soli Boring location B-1 . Boring Location - 9/1/95 - Site Map - FIGURE Sams - U - Drive 2 I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 2212 Union Avenue County of Kern . Bakersfield, California ~~\ '\ Approx. Lateral Extent Of ···\7pwme :::1 :: ·..·1 ....1 I I I I I I I I I I I I I I I I I I I FORMER TANK PIT ~~ I I ~ ..~,:~~~~~~~m:':~';¡:~'''.""'·~'~1m:~~?~~~~''"'''h...1 I"::. "..",..~':.>::-:.;::::::::::::::::. '. :;:::;:::;:;::.. ::;:;:;:;:::;:::;' :~~.~"." .......... 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'.:,::::::::':'::::::?<):: ::)))all::Þ'~ ~ "'<:::::.: ·:,;·::::::;:::::::::::::;:;;::':::::¡·::·::::::t;::;:;;;:·:;;:::';::::::;'::::::':::::;::):?\.!'¡:::;;:". :. f:·.:;:: W:;::¡::::::1";>.~ I :r.{í;m.:.~.:.&1.:.~'.·.[.::.·.:.'...'.:.. .........:.i.W...r.r-.i.i.:.w~.:.:.:.:...'.' ·.~.'.i...·.l.:.·'.!.!.rw.7..:.L.!.:".:···.i.i.;.:.·.L......i.:...j'.mi.:.:'.:...:...!¡.....:.'.:.....'.;.!...'.:.:.:.:.:.:.:...:.........:.....:.'.¡¡.i.:.:.:.'.i.:.:.,·.!..:.:.t....:.:.".:.!i@11í.:.:.?'.;...·.1.:.,..:.......:.'...:...:.\:::::.'.i.i·'.X.:.m.1.i.rh.i.r.m.,.:.:.'.1.: ¡¡¡¡XI'::::::: - .tru~m_1i0r \í!ijfðítIWW;¡¿iÞ I_\;J ~-- - .-. 85 . .......·~~·---··l ':::',:::;:;, .. .. B-1 . Boring location /II! - SEWER UNE - Areal Extent of Gasoline Plume - . EO ENVIl~AL CONCEPTS tHC . I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 Sams - U - Drive 2212 Union Avenue County of Kern . Bakersfield, California OFFICE .. t o I 7.5 15 I 1" - 15' FIGURE 3 I I I I I I I I I I I I I I I I I I I FORMER TANK PIT ~ SEWER UNE ..-..-- 85 . OFFICE . -.......-....- .B4 co t :s CJ) w tij a: 0 0 7.5 15 Z 0 / I 0 1··15' Q.. 0 .83 :I: CJ) .~~~~~~r~rrr~~~~~~t~~~ i :~:rr ::::;:::;::.:::;::: ., LL =::'=~::f:::mm.mmmmmmmm mmlmmmmmm Oil Plume UTILITY RIGHT AWAY ..................................................................................................................................................................................................................,1.......................................................................... . 82 /' / /~VERHEAD POWER UNES B-1 . Boring Location - Areal Extent of Waste Oil Plume - FIGURE Sams - U - Drive 2212 Union Avenue County of Kern . Bakersfield, California 4 , ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 I I I I I I I I I I I I I I I I I I I FORMER TANK PIT A SEWER LINE , , , ! . i ! ~ I I I i ~ I ~ ! , I -1- .mmmmmmmmmmmm~::_.mmllmmm I UTILITY RIGHT AWAY __~:~:~=;::~~:>mmmlmmmJmmmmmmmm '. .._.........I._..-~I "',-. ""', '- B5 .. " " '-... ',- OFFICE . ......-...-..... B4 m :s CJ) w tü a: o z o o t o I 7.5 15 I 1"·15' 0... o ùj B3 . / B1 B-1 . Boring Location . Cross Section Locations - FIGURE Sams - U - Drive 2212 Union Avenue County of Kern . Bakersfield, California 5 " ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 ------------------- NORTH B6 B4 B3 B2 SOUTH AT'~ L ~ ~ \ '" \ FORMER TANK PIT \ , , '\ "', .'\ ~ '" ~ , \. ''''\ \. A' ". " \ \ \ - . . !:::(~c~T? : :·.,:·:····,¡~~.:?'h:,:.::.:.~:.::.:.::.:.~'::.:.:~:~,::'::..:~~':':....~-... .."... .......... . . .. . ApproX. Umits ND ::::::::'. :: : :::::::>:" of Gasoline Plume N~<l...................... .......H).."'-·}::-,/ SW SW ,-,.. . .. .... .. . . . . . . . . . . ·:::·:~~.::·:::::::·.:.::·:::·::.::·:·.·::::.·:·:..·šM:..:.::.:::.:. . . . . ~ . . . . .. ..'... ... ,.... . . . . . . . '. : : : : : . .. . ..' :~:.:"~. ',' .:.:.:.:.:.:.:.:,' :':':':::::::::::::":::':::':::::::':':':::'''~:'':~.~:>........ ........ . ,........ . ........ . .. . . ... .......... . . .. .... . . . . . " ,- MLJCL .. . ............ .. .-:..' ...... :. . . 3400 :::::tOOO:::<:::: : .:.::):-..... :~n~ . ><:. .... ... ". .'.. ............ ..,'.. .... ..... . . . . . . .... ..,....... ,.-... . . - . . . . . . . . . . . . . . . ......... .. . . . . . . . . . . . . . ... .. .... ............ . ND :':'./1(:::::::: :'::":!:!:!::!::::::::!:y<.<:(.y<:..::::: ::::::.:):1~~<:::::::::.:::::::.: ....... .. . . .........-:........................«-:........... .......... . .. .... .. ·::·::.:.::::::.::.::::::<:.::::::::::ML::::::...:::. .. . ......... . ....... . ...... ... ...... .... ........... .. ... ... . ........ NO ~~jCL<141JOO . . . . . . . , . ' . SM ... .... ... .. .... ... . . . . . ... . .. , .... .... ,.,. ...... ..:.:::..:.....:.:..:~~:..:.::::..:::::.:::::::::::::::::.:::::SM:...::.::::::::: .. ... ... ,.,. .. . . . ' . ' ..,..,.. . . . . . . . . .. ..,. ,.. . . ... . . .. . .. , ... . ND '" .....,....,....~..~..~..,.,....<::::::::- ..................:.......... . .. . .. . . . ND,<~{,m<. ........ . . .. .... ...5300 ND . .. . .... ...,. . . . . . . . . . .. . .. . ::>:<2000 ....,." . .:.:::::::::.:..:.:.:.... ~~$p:.~.~~.~.~,'..... ....,..,...... ....., . ...., .......... ..... ....., ... ....., . . . . . . . . . . . . .......... ... SM/ML . . , . , . . . ' , . . . . . , , . , . . . . . . . ' . . . , . . , . . . . . . . . . . . , . . . . . ~ . . . , , . . . . . ' . - . . '. ".......,..... .. , . . . . . . ' , , . . , . .~ ND"..····~····~····~:....~.,..·.u.~.....,....../X.~L~.~, :;." ........... '. . ..,... .,.. . . .. . ...... ::....:.f¥...........:..........»/ ML NO 1"... 10' CL ND CL SCALE ---- / --....... NO SM - - Cross Section A - AI - Sams - U - Drive FIGURE I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSRELD, CA 93384 2212 Union Avenue County of Kern . Bakersfield, California 6 I I I I I I I I I I I I I I I I I I I IMPACTED SOIL VOLUME 1l 35230 == 115,500 FT3 HYDROCARBON VOLUME Average gasoline concentration = 3,038 ppm Average in-site soil weight = 120 Ibs./CF Weight of one gallon of gasoline = 6.9 Ibs. Weight of impacted soil = 115,500 FT3 120 Ibs/FT3 = 13,860,000 Ibs. Weight of gasoline in soil = 13,860,000 Ibs. x 3,038 = 42,107 Ibs. 1,000,000 Volume of gasoline in soil = 42,107 Ibs. + 6.9Ibs./Gal. = 6,102.417 gallons of gasoline in soil 6,102.417 or approximately 6,100 gallons of gasoline are present in the Sam's U-Drive Facility. AEC - Average Hyrocarbon Volume - ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 4(J672 BAKERSFIELD, CA 93384 Sams - U - Drive 2212 Union Avenue County of Kern . Bakersfield, California FIGURE 7 I I I I I I I I I I I I I I I I I I I 30 feet t 5 feet J Not to Scale .. c AEC 35 feet ... 3400 + 1000 + 800 -713 ppm 3 11 +11000+1400 ~4137ppm 3 2000 + 14000 + 2000 - 6000 ppm 3 ~ 5300 + 2000 - 3650 ppm 3 49 + 840 - 445 ppm 3 7.2 ppm 19,242 ft3 X 120 Ibs/ft3 - 2,309,070 Ibs 2,309,070 Ibs X (713/1,000,000) - 1,646 Ibs 1,646 Ibs /6.9 Ibs/ gal - 239 gallons 19,242 ft3 X 120 Ibs/ft3 => 2,309,070 Ibs 2,309,070 Ibs X (4137/1,000,000) = 9,552 Ibs 9,552 Ibs /6.9 Ibs/ gal = 1,384 gallons 19,242 ft3 X 120 Ibs/ft3 - 2,309,070 Ibs 2,309,070 Ibs X (6,000/1 ,OOO,QOO) - 13,854 Ibs 13,854 Ibs /6.9Ibsl gal- 2, 008 gallons 19,242 ft3 X 120 Ibslft3 => 2,309,070 Ibs 2,309,070 Ibs X (3,650/1 ,000,000) - 8,428 Ibs 8, 428lbs 16.9 IbS/ gal - 1, 221 gallons 19,242 ft3 X 120 Ibs/ft3 - 2,309,070 Ibs 2,309,070 Ibs X (445/1,000,000) - 1, 028 Ibs 1 , 028 Ibs 16.9 Ibs/ gal - 149 gallons 19,242 ft3 X 120 Ibslft3 - 2,309,070 Ibs 2,309,070 Ibs X (7.211,000,000) - 17 Ibs 17 Ibs /6.9 Ibs/ gal - 2 gallons Total Hydrocarons = 33,493Ibs. = 4, 854 gallon - Hydrocarbon Volume - Per 6ft Interval Sams - U - Drive 2212 Union Avenue County of Kern . Bakersfield, California ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40872 BAKERSFIELD, CA 93384 FIGURE 8 I - e I Advanced Environmental Concepts, Inc. I I I I I I . Appendix B- I I BORING LOGS I I I I I I I I I . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND . 4400 ASHE ROAD. '206 . BAKERSFIELD, CA 93313 805/831·1646 . FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I WELL DETAIL DEPTH PID (ppm) PLE ID ERVAL BLOWCOUNT U.S.C.S. LOG u LOGIC DESCRIPTION 5 o grab SW Well Graded Sand (SW): Yellbrn, subang-subrnd, fn-med grained, hd, rapid dilantcy, tr silt, moist, homo, no odor. 10 o grab SW SAME 15 o 7 12 13 SW Well Graded Sand (SW): VII brn, fn-ese grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, moist, homo, no odor. 20 o 12 20 20 SW Well Graded Sand (SW): Yell brn to Dk Yell brn, fn - cse grained, subang . sUbrnd, rapid dilantcy, tr fines, hard, moist, homo, no odor. 25 o 8 10 13 SM Silty Sand (SM): Dk Yell brn, fn-ese, subang-subrnd, hd, rapid dilantcy, well srtd, 20% fines, moist, homo, no odor. 30 35 ML Silt wlSand (SM): Dk brn, no dry strength, low toughness, no plasticity, 20 % sand, fn - med grained, subang-sunrnd, moist, homo, faint odor. T.D. 30' BGL AEC ADVANCED ENVIRONMENTAL ON EPT. P.O. BOX 40672 BAKERSFIEW, CA 93384 PROJECT Sams - U - Drive LOCATION 2122 Union Avenue, Bakersfield, California WELL/BORING NO. B-1 SURFACE ELEVATION WELUiEAD ELEVATION N/A DATE DRILLED 09/1/95 LOGGED BY J. Dunwoody REVIEWED BY J. Dunwoody___ DRILLING COMPANY Melton Drillina COmD811v DRILLER Sony Jones METHOD HOLLOW STEM AUGEI3__ BOREHOLE DIAMETER 81NCH TOTAL DEPTH 30' DEPTH TO WATER: INITIAL STATIC__ CASING TYPE DIAMETER SCHEDULE INTERVAL TO SCREEN TYPE DIAMETER SLOT SIZE INTERVAL TO FILTER PACK TYPE INTERVAL TO SURFACE SEAL TYPE Neat Cement INTERVAL TO NOTES WELLjBORING LOG 1 of 1 I I I I I I I I I I I I I I I I I I I WEll DETAil PID (ppm) PLE ID INTERVAL BLOWCOUNT II OlOGIC DESCRIPTION U.S.C.S. lOG DEPTH 5 SW o Fill. grab 10 o grab FILL. SW 15 100 grab SW Well Graded Sand (SW): VII brn, fn-ese grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, moist, homo, no odor. 20 150 grab Well Graded Sand (SW): Yell bm to Dk Yell bm, fn - cse grained, subang - subrnd, rapid dilantcy, tr fines, hard, moist, homo, no odor. SW 25 2500 12 18 30 SM Silty Sand (SM): Dk Yell brn, fn-ese, subang-subrnd, hd, rapid dilantcy, well srtd, 20% fines, moist, homo, strong odor. 30 2500 Silt w/Sand (Ml): Dk brn - grybrn, no dry strength, low toughness, no plasticity, 20 % sand, fn - med grained, subang-sunrnd, moist, homo, strong odor. ML AEC ADVANCED ENVlR NMENTAL ONCS P.O. BOX 40672 BAKERSFIEW, CA 93384 PROJECT Sams - U - Drive LOCATION 2122 Union Avenue, Bakersfield, California WEUJBORING NO. B-2 SURFACE ELEVATION WELLHEAD ELEVATION N/A DATE DRIlleD 09/1/95 LOGGED BY J. Dunwoody REVIEWED BY J. Dunwoody DRIWNG COMPANY Melton Drtllina ComD8r1Y DRIlleR Sony Jones METHOD HOLLOW STEM AUGER BORE HOLE DIAMETER 81NCH TOTAL DEPTH SO' DEPTH TO WATER: INITIAL STATIC CASING TYPE DIAMETER SCHEDULE INTERVAL TO SCREEN TYPE DIAMETER SLOT SIZE INTERVAL TO FILTER PACK TYPE INTERVAL TO SURFACE SEAL TYPE Neat Cement INTERVAL TO NOTES WELl/BORING LOG 1 of 2 I WELL PID PLE 10 U.S.C.S. DETAIL DEPTH (ppm) RVAL LOG LI LOGIC DESCRIPTION BLOWCOUNT I I I 35 2500 5 Silty Sand (SM): VII bm, fn . ese, grained, well graded, hard, 8 SM 11 moist, homo, 20% fines, no plasticity, strong petroleum odor. I I 40 2500 12 SP Poorly Graded Sand (SP): Gry bm - grygm, fn - mad grained, 18 subang-submd, poor grading no plastic, no dry strgth, strong odor 16 I I 45 2300 10 ML Sandy Silt (ML): Brn-grybm, no plasticity, no drystrenght, low I 14 toughness, 15% sand, tn-med grtained, poorly sorted, homo, moist, 15 FeOx staining, moderate odor. I 50 430 I 6 CL Lean Clay (CL): Bm-olivebm, low dry strength, no diJantancy, low 10 plasiticty, med toughness, no organics, 10% sand, fn grained, T.O. 50 ' BGL 14 poorly srted, homo, moist, faint odor I I 55 I I 60 I I 65 I AEC ADVANCED ENVIRONMENTAL CONCEPTS WELL/BORING LOG P.O. BOX 40672 BAKERSFIELD, C~ 93384 2012 I PROJECT Sams· U - Drive LOCATION 2122 Union Avenue, Bakersfield, Callfomla WELLlBORING NO. B-2 I I I I I I I I I I I I I I I I I I I WEll DETAil PID (ppm) PLE ID ERVAL BLOWCOUNT II OlOGIC DESCRIPTION U.S.C.S. lOG DEPTH 5 SW o FilL grab 10 o grab FILL. SW 15 o 9 15 19 SW Well Graded Sand (SW): VII brn, fn-cse grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, no organics, moist, homo, no odor. 20 0 22 23 50 SW Well Graded Sand (SW): Dk Yell brn, fn - cse grained, subang - subrnd, rapid dilantcy, tr fines, hard, moist, homo, no odor. 25 2500 18 23 25 SMtML Silty Sand/Sandy Slit (SM/ML): Rd bnm, 50% snd, fn -med grained, poorly srtd, 50% fineslow dry stgth, no plsty, moist, homo, strong pertoleum odor. 30 2500 Silty Sand/Sandy Silt (SM/Ml): Grn brn- grybm, no dry strength, low toughness, no plasticity, 50% sand, fn - . med grained, subang-sunrnd, moist, homo, strong odor. 11 15 20 SM/ML AEC ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIEW, CA 93384 1 of 2 WELL/BORING LOG PROJECT Sams - U - Drive LOCATION 2122 Union Avenue, Bakersfield, Califomia WELLlBORING NO. B-3 SURFACE ELEVATION WELLHEAD ELEVATION NIA DATE DRILLED 9/21/95 LOGGED BY J. Dunwoody REVIEWED BY J. Dunwoody DRIlliNG COMPANY S B & S Drilling Co. DRILLER Ty Seder METHOD HOLLOW STEM A~I;,L_ BOREHOLE DIAMETER 81NCH TOTALDEPTH 50' DEPTH TO WATER: INITIAL STATIC CASING TYPE DIAMETER SCHEDULE INTERVAL TO SCREEN TYPE DIAMETER SLOT SIZE INTERVAL TO FILTER PACK TYPE INTERVAL TO SURFACE SEAL TYPE--.b!tntonlte INTERVAL TO NOTES I WELL PID PLE ID U.S.C.S. DETAIL DEPTH (ppm) INTERVAL LOG LIT OLOGIC DESCRIPTION BLDWCOUNT I I I 35 2500 9 12 CLJMl Sandy Silt/Lean Clay (MLlCL): Rd 8rn, no-low dry 15 strength, low toughness, no plasticity, 20% sand, fn - I med grained, subang-sunrnd, moist, homo, strong odor. I 40 2500 12 18 SP Poorly Graded Sand (SP): Gry bm - grygm, tn - med grained. 16 subang-submd, poor grading no plastic, no dry strgth, strong odor I I 45 2300 10 14 ML Sandy Silt (ML): Brn-grybm, no plasticity, no dry strenght, low I 15 toughness, 15% sand, tn-med grtained, poorly sorted, homo, moist, FeOx staining, moderate odor. I 50 150 18 I 33 CL Lean Clay (CL): Bm-Ðlivebm, low dry strength, no dilantancy, low 33 plasiticty, med toughness, no organics, 10% sand, tn grained, poorly srted, homo, moist, taint odor I I 55 0 18 40 CL lean Clay (Cl): Bm-Ðlivebm, low dry strength, no dllantancy, low 50 plasitlcty, med toughness, no organics, 10% sand, tn grained. poorly srted. homo, moist, no odor I I 60 0 50 50 SM Silty Sand (SM): VII bm, tn - ese, grained, well graded, hard, T.D. 60 I BGL 60 moist, homo, 20% fines, no plasticity, no odor. I I 65 I AEC ADVANCED ENVIRONMENTAL CONCEPTS WELL/BORING LOG P.O. BOX 40672 BAKERSFIELD, CA 93384 20f2 I PROJECT Sems - U - Drive LOCATION 2122 Union Avenue. Bakersfield, Califomia WELI./BORING NO. B-3 I I I I I I I I I I I I I I I I I I I WELL DETAIL DEPTH PID (ppm) PLE ID RVAL . BLOWCOUNT U.S.C.S. LOG LI LOGIC DESCRIPTION 5 o grab SW FILL. 10 o grab SW FILL. 15 o grab SW Well Graded Sand (SW): VII brn, fn-cse grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, no organics, moist, homo, no odor. 20 18 12 20 33 SW Well Graded Sand (SW): Gray, fn - cse grained, subang . subrnd, rapid dilantcy, tr fines, hard, moist, homo, slight odor, feOx stains. 25 180 12 13 13 SM Silty Sand (SM): Dk Rd bnrn, fn -med grained, poorly srtd, 30% fine, slow dllantcy, moist. homo, strong pertoleum odor. Ml/CL Sandy Silf/lean Clay (MLJCL): Rd Brn, no-low dry strength, low toughness, no plasticity, 20% sand, fn - med grained, subang-sunrnd, moist, homo, strong odor. (\) 30 900 12 18 45 WELL/BORING LOG 1 of 2 AEC ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIEW, CA 93384 PROJECT Sarns - U - Drive LOCATION 2122 Union Avenue, Bakersfield, CaJifomia .___.___. WEL.1./BORING NO. B-4 SURFACE ELEVATION WELUiEAD ELEVATION N/A___._ DATE DRILLED 9/21/95 LOGGED BY J. Dunwoody REVIEWED BY J. Dunw~._._____.__ DRIlliNG COMPANY S B & S Drlllina Co. DRILLER ~ar METHOD HOLLOW STI;}LA~J;lL.__ BOREHOLE DIAMETER 81NCH TOTAL DEPTH 50' DEPTH TO WATER: INITIAL STATIC______ CASING TYPE DIAMETER SCHEDULE INTERVAL TO ______.__ SCREEN TYPE DIAMETER SLOT SIZE INTERVAL TO--------- ... FILTER PACK TYPE INTERVAL TO SURFACE SEAL TYPE bentonite INTERVAL TO NOTES I I I I I I I I I I I I I I I I I I I WELL DETAIL DEPTH 35 40 45 50 T.D. 50 r BGL 55 60 65 PID (ppm) 2500 2500 2300 150 PLE ID INTERVAL BLOWCOUNT 12 18 45 18 30 38 18 20 50 25 26 28 AEC ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 PROJECT Sams - U - Drive U.S.C.S. LOG CLJML SP ML CL LITHOLOGIC DESCRIPTION Sandy Silt/Lean Clay (ML/CL): Rd 8m, no-low dry strength, low toughness, no plasticity, 20% sand, fn- med grained, subang-sunrnd, moist, homo, strong odor. Poorly Graded Sand (SP): Gry bm - grygm, fn - medgralned, subang-submd. poor grading no plastic, no dry strgth, strong odor Sandy Silt (ML): Brn-grybm, no plasticity, no dry strenght, low toughness, 15% sand, fn-med grtalned, poorly sorted, homo, moist, FeOx staining, moderate odor. Lean Clay (CL): Bm-ollvebm, low dry strength, no dllantancy, low plasiticty, med toughness, no organics, 10% sand, fn grained. poorly srted, homo, moist, faint odor WELL/BORING LOG 20f2 LOCATION 2122 Union Avenue, Bakersfield, Callfomla WELL/BORING NO. 8-4 I I I I I I I I I I I I I I I I I I I WELL DETAIL PID (ppm) LOGIC DESCRIPTION PLE ID ERVAL BLOWCOUNT U.S.C.S. LOG DEPTH LI 5 SW FILL. grab 10 grab FILL. SW 15 grab SW Well Graded Sand (SW): YII brn, fn-cse grain, subang-subrnd, hd, rapid dilantcy, well graded, tr silt, no organics, moist, homo, no odor. 20 o grab Well Graded Sand (SW): Gray, fn - cse grained, subang - subrnd, rapid dilantcy, tr fines, hard, moist, homo, no odor. SW 25 o 18 20 20 MLlCL Sandy Slit/Lean Clay (MLlCL): Rd 8rn, no-low dry strength, low toughness, no plasticity, 20% sand, fn - med grained, subang-sunrnd, moist, homo, no odor. 30 o WELLjBORING LOG 1 of 2 SM Silty Sand (SM): Dk Yell bnrn, fn -med grained, poorly srtd, 30% fine, slow dilantcy, moist, homo, no odor. AEC ADVANCED ENVIRONMENTAL C NCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 PROJECT Sems - U· Drive LOCATION 2122 Union Avenue, Bakersfield, Califomla WELL/BORING NO. 8-5 SURFACE ELEVATION WELUiEAD ELEVATION N/A~___ DATE DRILLED .Æ21/95 LOGGED BY J. Dunwoody REVIEWED BY --.-J. Dunw~___________. DRILLING COMPANY S B & S DrIlling Co. DRILLER ~sr METHOD HOLLOW STE~ AUºE:R__~. BORE HOLE DIAMETER 8 INCH TOTAL DEPTH 45' DEPTH TO WATER: INITIAL STATIC _____. CASING TYPE DIAMETER SCHEDULE INTERVAL TO SCREEN TYPE DIAMETER SLOT SIZE INTERVAL TO--------.-.- FILTER PACK TYPE INTERVAL TO ___u_ - SURFACE SEAL TYPE bentonite INTERVAL TO NOTES I I I I I I I I I I I I I I I I I I I WEll DETAil DEPTH 35 40 45 T.D. 45' BGL 50 55 60 65 PID (ppm) PLE ID INTERVAL BLOWOOUNT o 10 17 20 o 25 29 35 o 25 45 49 AEC ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSFIELD, CA 93384 PROJECT Sams - U - Drive U.S.C.S. LOG SM SM/ML SM/ML LITHOLOGIC DESCRIPTION Silty Sand (SM): Yell bm, fn - cse grained, subang-sunrnd, 20% fines, no plasticity moist, homo, strong petroleum odor. Silty Sand/Sandy Silt (SM/Ml): Grn brn- grybrn, no dry strength. low toughness. no plasticity, 50% sand. fn - med grained, subang-sunrnd, moist, homo, no odor. Silty Sand/Sandy Silt (SM/Ml): Grn brn- grybrn, no dry strength, low toughness, no plasticity, 50% sand, fn - med grained, subang-sunrnd, moist, homo, no odor. WELl/BORING LOG 2012 LOCATION 2122 Union Avenue, Bakersfield, California WEL\.JBORING NO. 8-5 I I I I I I 'I I I I I I I I I I I I I e . Advanced Environmental Concepts, Inc. n Appendix en LABORATORY REPORTS I CHAIN-OF-CUSTODY DOCUMENTS . ENVjRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. .20.6 . BAKERSFIELD. CA 9.3313 805/831-1646' FAX 805/831.1771 I I I I I I I I I I I I I I I I I I I _..,~ ..,.~-....-._.-"._-_.._- ~'-~-~_.~'"~"~'¥~'--' '--~~---'------'-'~'"'- "" e e SMC Laboratory, Inc. Analytical Chemistry Certificate #1049 Client Name: Advanced Environmental Concepts, Inc. Address 4400 Ashe Road, #206 Bakersfield, CA 93313 Attention Jon Buck Date samples collected: 9-01-95 Date samples received : 9-01-95 Date analysis completed: 9-07-95 Date of report 9-08-95 Project Site: Sam's U-Drive RESULTS OF ANALYSIS: TRPH # 1438 1439 1440 1441 ug/g 6.4 17 310 2.1 DLR,ug/g 5.0 5.0 5.0 5.0 ID B1@15' B1@20' B1@25' B1@30' Type of Matrix: Soil TRPH = Total Recoverable Petroleum Hydrocarbons Method of Analysis: EPA 418.1 DLR = Detection Limit for Reporting ug/g = micrograms per gram (ppm) ~~ Stan Comer Analytical Chemist 211 Aviation Street · Shafter Airport · Shafter, CA 93263 (805) 393-3597 · FAX (805) 393-3623 I I I I I I I I I I I I I I I I I I I SMC e e Laboratory, Inc. Analytical Chemistry Certificate #1049 Client Name: Advanced Environmental Concepts, Inc. Address 4400 Ashe Road, #206 Bakersfield, CA 93313 Attention Jon Buck Date samples collected: 9-01-95 Date samples received : 9-01-95 Date analysis completed: 9-08-95 Date of report 9-08-95 Project Site: Sam's U-Drive RESULTS OF ANALYSIS: # 1442 ID: B2-25' ug/g DLR,ug/g Benzene 1.5 0.005 Ethylbenzene 34 0.005 Toluene 37 0.005 Xylenes 320 0.005 TPH (Gasoline) 800 1.0 ID: B2-35' ug/g DLR,ug/g Benzene 99 0.005 Ethylbenzene 78 0.005 Toluene 320 0.005 Xylenes 460 0.005 TPH (Gasoline) 2000 1.0 ID: B2-40' ug/g DLR,ug/g Benzene 76 0.005 Ethylbenzene 63 0.005 Toluene 220 0.005 Xylenes 340 0.005 TPH (Gasoline) 2000 1.0 # 1443 # 1444 Matrix Type : Soil Method of Analysis for BTEX : EPA 8020 Method of Analysis for TPH (Gasoline) EPA 8015M TPH : Total Petroleum Hydrocarbons DLR : Detection Limit for Reporting ug/g : microgram per gram ( ppm) ND : None Detected s~o~ Analytical Chemist 211 Aviation Street · Shafter Airport · Shafter, CA 93263 (805) 393-3597 · FAX (805) 393-3623 I I I I I I I I I I I I I I I I I I I e RESULTS OF ANALYSIS: Project Site: Sam's U-Drive RESULTS OF ANALYSIS: * 1445 ID: B2-45' Benzene Ethylbenzene Toluene Xylenes TPH (Gasoline) ug/g 8.2 36 110 220 840 # 1446 ID: B2-50' Benzene Ethylbenzene Toluene Xylenes TPH (Gasoline) ug/g ND 0.055 0.052 0.3 7.2 ~coç:~1.. Analytical Chemist e DLR,ug/g 0.005 0.005 0.005 0.005 1.0 DLR,ug/g 0.005 0.005 0.005 0.005 1.0 - - - - - - - -------.....- CHAIN-OF-CUSTODY RECORC- - - -- - clienK:ß5 Datecr // / 95 Analysis Requested LAB Project # , pr~ j) Client Project# Page ( of I ' ~ ¡f/. ~/i'e Project Address Turn Around Requested: ~ U ILII ON /ft/t£". ~ 0 Lab Use Only. :::"0 "- Sample Condition o 24·Hour·Rush -~ ~ CD °0 ~ c as received: J~ker'--k(£ C/I- ]-{8.Hour.RUSh 041 ¡¡¡ ..~ .. xC' ~ c Normal -.:< ~ 0 Chilled Yes / No ,¡.....:: . u sam1; ~7;~re ~I/. o Mobile Lab ~ ::¡¡-I I~ õ Sealed Yes / No SCD'- I/) "- '- A~ A: 41- ~ CD ~ ~õ.~ _ell JJ Q,CI .&EE E"C ~ ~ ~ E . . . . . . . . ' j<a~ a.a :I . . 0Z 01/) Z t ~I~I I") '3(;--'- W cell/f<S" 'if 38 { V I ßl--t5 c...~ y 611 T~~ U v I r / / ~ I -:2.d l ( f( ~l.ßrL ) Jt3q 5 ( lJ? - 2:5 t \... [ I I) IttiO 7 / \ t l ~'flL-'- I t l if Ilj-t I '7 1/ ( Iß 1- 30 ( l ~ð~~&L B~?S ;;A~ r "'D ¡f q ( 1/15 \iff2. I Ib/J. $),- 51tlktle5 ~Y'(AA-? WI/-)kð"¡ TI\ 5 /' \ V ., 7 1- - ,.. 1 -. l.JL ~ / / I .-.;.,- 1'''2- 35 l{ (( I( Ittf-3 i í / I t32--4D l{ If \( \t~t 'i r J { U~ +cI { ¡()o h '-h:Je ßÀ-'f5 I( It If . Itts- 5 r / ( ßz-9 q , I ( )1% ) r f ( ~ --- <" o R~UiS'/J by: (Sig~2ure) /:;-- r;~/1r5 @ Received by: (Signature) Date M Total Number of Containers ,./\~ ~ - ~ ~paf¥: ~ y TIfne Company: Time /1::L ~~ I s: tP'd @) Relinquished by: (Signature) Date () ~eived ~boratOry: (Signature) Date .J. ~.-?A '1-I-'7.f -ADVANCED ENVIRONMENTAL CONCEPTS INC- / Company: Time šJ1I Lc ~L Time T"",- t., 15'.'°5' 005/831·1646 4400 ASHE ROAD 1206 FAX 805/831-1771 BAKERSFIELD, CA 93313 'J' I I I I I I I I I I I I I I I I I I I C·l 10M e e ASSOCIATED LABORA1ORIES 80S North Batavia· Orange, California 9ZSS8· 714/771-8900 CLIENT FAX 714/538-1209 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road suite #206 Bakersfield, CA 93313 LAB NO. G97535-01 REPORTED 10/06/95 SAMPLE RECEIVED 09/25/95 IDENTIFICATION Soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted BASED ON SAMPLE B-) @ 15' B-) @ 20' B-) @ 25' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline ND< 5 ND< 5 3,400 Benzene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Toluene (mg/kg) ND< 0.005 ND< 0.005 27 Ethylbenzene (mg/kg) ND< 0.005 ND< 0.005 47 Total Xylenes (8020) (mg/kg) ND< 0.015 ND< 0.015 580 ASSOCIATED LABORATORIES, by: jJVl ~ ~ Micha ~ Chapm Director MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page 1 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication In part or In fUll without our written permission. This Is for the mutual protection of the public, our clients, and ourselves. TESTING & CONSULTING Chemical . Microbiological . Environmental . I I I' I I I I I I I I I I I I I I I leol e e ASSOCIATED LABORAroRIES 806 North Batavia - Orange, California 92668 - 714/771-6900 CLIENT FAX 714/538-1209 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road Suite #206 Bakersfield, CA 93313 LAB NO. G97535-02 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFrCA TrON soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE B-3 @ 30' B-3 @ 35' B-3 @ 40' Total Hydrocarbons (TPH DHS) (mgjkg) -Gasoline 11,000 14,000 5,300 Benzene (mg/kg) 0.45 19 2.0 Toluene (mgjkg) 370 1,000 160 Ethylbenzene (mg/kg) 230 310 88 Total Xylenes (8020) (mg/kg) 986 1,800 540 ASSOCIATED LABORATORIES, by: '/)'}~~l,_(}i (~; 9J'~,,-,^ Mlchaé11G~ Chap~a~'~ Director Environmenta Services MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page 2 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication In part or In full without our written permission. This Is for the mutual protection of the public, our clients, and ourselves. TESTING & CONSULTING Chemical. Microbiological . Environmental . 10M I I I I I I I I I I I I I I I I I I I C·1 10M "" e e ASSOCIATED lABORA1ORIES 806 North BatavJa· Orange, Ca1JfornJa 92668·714/771·6900 CLIENT FAX 714/538·1209 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road Suite #206 Bakersfield, CA 93313 LAB NO. G97535-03 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFICATION soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE B-3 @ 45' B-3 @ 50' B-3 @ 55' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline 49 ND< 5 ND< 5 Benzene (mg/kg) 0.05 ND< 0.005 ND< 0.005 Toluene (mg/kg) 1.0 ND< 0.005 ND< 0.005 Ethylbenzene (mg/kg) 0.52 ND< 0.005 ND< 0.005 Total Xylenes (8020) (mg/kg) 3.3 ND< 0.015 ND< 0.015 ASSOCIATED LABORATORIES, by: \.~). · /) e~' . ·/0~(.;<" f'-t~· MiChae~. Chap an Director Environmenta Services MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page :3 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication In part or In full without our written permission. This Is for the mutual protection of the pUblic. our clients, and ourselves. TESTING & CONSULTING Chemjca! . Microbiological . Environmentat . I I I I I I I I I I I I I- I I I I I I C·l 10M e e ASSOCIATED LABORAroRIES 806 North Batavia· Orange, CalifornIa 92668·714/771-6900 CLIENT FAX 714/538-1209 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road suite #206 Bakersfield, CA 93313 LAB NO G97535-04 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFICATION soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE B-3 @ 60' B-4 @ 20' B-4 @ 25' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline ND< 5 120 1,000 Benzene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Toluene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Ethylbenzene (mg/kg) ND< 0.005 ND< 0.005 2.7 Total Xylenes (8020) (mg/kg) ND< 0.015 0.18 17 }S)~),A;~D ;J¿AT~RIE:' C<: Michae~~apman Director Environment 1 Services MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page 4 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication In part or In full without our written permission. This Is for the mutual protection of the public, our clients. and ourselves. TESTING & CONSULTING Chemical. Microbiological . Environmental . I I I I I I I I I I I I I I I I I I I C·1 10M e e ASSOCIATED IABORAJORIES 806 North Batavia· Orange, California 9Z668· 714/771-6900 CLIENT FAX 714/538·1Z09 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road suite #206 Bakersfield, CA 93313 LAB NO. G97535-05 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFICATION soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE B-4 @ 30' B-4 ~ 35' B-4 @ 40' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline 11 2,000 ND< 5 Benzene (mgjkg) ND< 0.005 ND< 0.005 ND< 0.005 Toluene (mgjkg) ND< 0.005 42 ND< 0.005 Ethylbenzene (mg/kg) ND< 0.005 27 ND< 0.005 Total Xylenes (8020) (m~J/kg) ND< 0.015 180 ND< 0.015 ASSOCIATED LA80RATORIES, by: -1/) ~? ~' J / ".~ '-/' .?-/~'u,é .' l~ Michael\G. Chapman I Director Environmental Services MGCjql NOTE: Un10ss notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Pagp 5 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication In part or In full without our written permission. This Is for the mutual protection of the public, our clients, and ourselves. TESTING & CONSULTING Chemical. Microbiological . Environmental . I I I I I I I I I I I I I I I I I I I C·l 10M e e ASSOCIATED lABORATORIES 808 North Batavia· Orangs, California 9Z888· 714/771-8900 CLIENT FAX 714/538·1Z09 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road suite #206 Bakersfield, CA 93313 LAB NO. G97535-06 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFICATION Soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE B-II @ 45' B-5 @ 25' B-5 @ 30' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline ND< 5 ND< 5 ND< 5 Benzene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Toluene (mg/kg) 0.06 ND< 0.005 ND< 0.005 Ethylbenzene (mgjkg) ND< 0.005 ND< 0.005 ND< 0.005 Total Xylenes (8020) (mg/kg) 0.05 ND< 0.OJ5 ND< 0.015 ASSOCIATED LABORATORIES, by: '--\/\. , ~ IV)/) I~l<-,tév(~tl)"i'~ Michael\G. Chapman Director Environmental Services MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page 6 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for pUblication in part or in full without our written permission. This Is for the mutual protection of the public, our clients, and ourselves. TESTING & CONSULTING Chemical· Microbiological . Environmental . I I I I I I I I I I I I I I I I I I I C·l 10M e e ASSOCIATED LABORATORIES 806 North Batavia· Orange, California 9Z668 - 714/771-6900 CLIENT FAX 714/538-1Z09 Advanced Environmental Concept (4283) Attn: Jon Buck 4400 Ashe Road suite #206 Bakersfield, ~A 93313 LAB NO. G97535-07 REPORTED 10/06/95 SAMPLE RECEIVED IDENTIFICATION soil Sam's U-Drive 2122 Union Ave., Bakersfield Date Collected 09/21/95 As Submitted 09/25/95 BASED ON SAMPLE 8-5 @ 35' 8-5 @ 45' 8-4 @ 50' Total Hydrocarbons (TPH DHS) (mg/kg) -Gasoline ND< 5 ND< 5 ND< 5 Benzene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Toluene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Ethylbenzene (mg/kg) ND< 0.005 ND< 0.005 ND< 0.005 Total Xylenes (8020) (mg/kq) NO< 0.C'15 ND< O. O~. 5 ND< 0.015 ASSOCIATED LABORATORIES, by: .J"') ~ / ~'.~ .). ./ /¡¿~,_~I .... ~~ Michael G. Chapman Director Environmen al Services MGC/ql NOTE: Unless notified in writing, all samples will be discarded by appropriate disposal protocol 30 days from date reported. Page 7 of 7 The reports of the Associated Laboratories are confidential property of our clients and may not be reproduced or used for publication in part or In full without our written permission. This Is for the mutual protection of the public, our clients, and ourselves. TESTING & CONSULTING Chemical . Mcrobiological . Environmental . ----- ---------..~ CHAIN-OF-CU5TODY RECORD Lf -fð - -- Client ~) Analysis Requested LAB Project # ~~ o 0 ('v-... CJ) 41 _. ..C" ~~ ~::f \ f/ 41- _41 Q.CI E'C œ.::! CJ)f/ Page of Turn Around Requested: o 24-Hour·Rush ~8'Hour-Rush ermal ,0 Mobile Lab Chilled Yes I No Sealed Yes I No ~ S CD "- ~ ë..8 o E E J:lœ:J jf/Z ~ CD c: œ E o (J Õ ... CD .Q E :J Z Lab Use Only. Sample Condition as received: Container I Comments ;; l ( ) ~ ) l I I ( I ( ~,t:. / 1:_. /_-:--' /- -,. /' <''''~ ~. Time Total Number of Containers /:::L -ADVANCED ENVIRONMENTAL CONCEPTS INC- , 805/831-1646 FAX 805/831-1771 4400 ASHE ROAD 11206 BAKERSFIELD, CA 933'3 -------------- CHAIN-OF-CUSTODY RECORD "5~ ~te' ,,- y// __ 00<6 <j I' f"o. /' /' -"ß/./ -- \) ~;~~< r~ .L!!JL P:le --..- ,. -, v-- /ILl l ~:QS .,NCED ENVIRONMENTAL CONCEPTS INC· J(TiUme õð 8051831·1646 FAX 805/831-1771 Dati / 9-1 'cf7 Client (Proiect# Client A--0 <-- proi~) (J./ {Îf ~ Project Address I II , A - ~)-::2- J}J dm 'fr0.(j Turn Around Requested: o 24·Hour-Rush Jf7tfLln~jU» (þ~ ~~r-RUSh ~? '0 Mobile Lab \ b;tr ' ,. .:::~ ~~~I \ 13 (')¡~I 1'( I); 't:3 J ß --~l '5 e lfr}! l~ rt:':.k f ß/~/'r 1+ \'(?~--1 8' B-)l, ( f JO ~ ~'J t;~~ o tlelínqvis~: (?j~Ìf!ture) h ìfpJIß h.... NUlf'll'V'Vtì1I-1 i>J . Cornrjany: ' A17?' V flU- Tu~n~c~Ö com~ I _ , -r;- Y'....... . ~ ; L~o Analysis Requested ~ c;¡$. ¡:..: =~~ ~~~ xu þ< \~- ~~~ .! CD ~i';::J-; Q.CI ~~Ir- IIH/) ~ sCÞ.... ~ õ.Jl .8eE cq ca ;:, ..J(I)Z " 5 ) r; 5 ç' 5 <::" .J 5 ) íi )~( (0)"' 5 DÆ1, .-l ~ @ Rec~~1'Signatu. r~ - _ -{¡J.ì /1> .~_~ Time ; /' Company: 15)....\ ~~~ L.46 ~ate I. .r L.. ...; R R~ eived by ~ratory: '(Sjg~r ~ H I;);;I-I~ '\.......lÁ. 1D)L~' "- í{;,öð (.1.¢ ~ ,~. ~ ........ - - - LAB Project # Page J- of 3 !II ¡ c ¡;j E o o Õ "- CD .Q E ;:, Z Lab Use OnIV. Sample Condition as received: Chilled Yes / No Sealed Yes / No . . " , ( \ \ 1 \ I \ \ \ MltfŒ.... ~e. WtÚ( C4{¡ ¡:;~ ¡} feLl t., t71A w4tC-< I )h~/ þo . 1i"'c..Á U2 e Total Number of Containers 4400 ASHE ROAD M206 eAKERSFlELD, CA93313 IIIIi _ _ - - --------- CHAIN-OF-CUSTODY RECORD - - .., -- rlS _ Client pr,~ DÕtI (4/ Analysis Requested LAB Project # h ,) Project Name lA \7 'fv.;e Client Project# Page 3 ot 3 L ~ r1r"'-) ProSif:2~ ~ Turn Around Requested: --~ ~ Vi ~ l;Vv\ 1/)__ ~ </I Lab Use Only. :::"</1 ... Sample Condition o 24·Hour-Rush -;: CD .., 00 c: b~~r.)~iJfD LA- I/) CD .~ ãi as received: o 48·Hour-Rush ..;: ... )(CT c: [('"Normal -.:< 0 Chilled Yes I No ... - ¡:. CJ sampl(: ~.?n ture ~~~ ~ <a....:: .~ Õ o Mobile Lab :¡¡..J Sealed Yes I No .sQ)'" I/) ~ ... CD-- CD <a_CD _CD ... a.,Q a. 0) ~ ,Q o E E E'C E . - . . .. ' ,Q ;: as': ;: . . - . . - !H';z 1/)1/) z ~ ;4ï:;( 0 MLl~ ~Jðf .21 ~t:d j ~ tMÁ ~ - ~ 'VI'l-1 l.j.~l (á,.~J 10 f ~- ..,.J.. 7...t/ . e o ~~: fj;tre) ¡) D'1: ~/£, - @ Rec~ (Signatuf!b::;.. >/. D~.( /!' Total Number of Containers I ~"A..... .'-r q R'ó I~ ~ --~- }h.~/<:;[--.:.~ , .1 "V" ~ =--- - _-. J;':'--/ com~ny: I ~ i/ l~xD Company: Time d 5./~¿/ i:':"- I ." 3 .., ',,4, c /:::L .i¡o . ....,.0 :-"........ ~rn~~~~g~V'-LD t:j. d-a~ ¡:Ð' R\j by l~Ory: (Signa1ure) ~ ~~te ~ r--.. . Á '~h ,1 1^" H~·9 'ADVANCED ENVIRONMENTAL CONCEPTS INC' " CLd::~. \ rl J(j Time r--.~ ikb\J T¡e~m jttOl) 8051831-1646 4400 ASHE ROAD M206 FAX 805 1 831-1771 BAKERSAELD. CA93313 CIT~ BAKERSFIELD FIRE DEPA£ENT FIRE SAFETY SERVICES & QFFICE OF ENVIRONMENTAL SERVICES 1715 CHESTER AVE, . BAKERSFIELD, CA . 93301 R,E. HUEY HAZ-MAT COORDINATOR (805) 326-3979 R,B, TOBIAS, FIRE MARSHAL (805) 326·3951 September 20, 1995 Joe Dunwoody AEC Inc. 4400 Ashe Road, #206 Bakersfield, Ca 93313 RE: Continuing Site Assessment at Sam's U-Drive, 2122 Union Avenue. Dear Joe: This is to notify you that the workplan for the above stated address is satisfactory, with the exception of the inadvertant reference to the IIcountyll at section 4.1. Please give this office 5 working days notice prior to the commencement of work. Please be advised that any work done that is not performed under direct oversight by this office will not be accepted, unless previously approved. If you have any questions, please call me at (805) 326-3979. Sincerely, d~!d-{))~ ~ Howard H. Wines, III Hazardous Materials Technician HHW/dlm . e - ADV ANCED ENVIRONMENTAL CONCEPTS INC- -' Mr. Howard Wines Bakersfield City Fire Department 2130 "G" Street Bakersfield, California 93301 September 11, 1995 Regarding: Continuing Site Assessment Workplan Sam's U-Drive 2122 Union Avenue Bakersfield, California Dear Mr. Wines: Advanced Environmental Concepts, Inc. (AEC) has prepared the Continuing Site Assessment Workplan for the above referenced project/location. Enclosed please find that report, which AEC is submitting for review. Should you have any questions or require clarification on any aspects of the enclosed, please do not hesitate to contact our office at (805) 831-1646. Respectfully yours, Advanced Environmental Concepts, Inc. ~ ie rwin Proje t Coordinator / Office Administrator Attachments: Report (1) Distribution: 1/ Addressee - REG MAIL 1/ Kern Environmental SeNices - Frank Rosenlieb 1/ Bksfld File LETR34DE . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. *206 . BAKERSFIELD. CA 93313 805/831·1646. FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e .::L - ADV ANCED ENVIRONMENTAL CONCEPTS INC- f Advanced Environmental Concepts. Inc. is pleased to present the following: Continuing Site Assessment Workplan for Sam's U-Drive 2122 Union Avenue Coun1y of Kern . Bakersfield. California This report has been prepared for: Kern Environmental Services. Inc. . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400ASHEROAD.if206. BAKERSFIELD.CA93313 805/831-1646. FAX 805/831-1771 July 1995 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts. Inc. Table of Contents Page 1.0 INTRODUCTION 1 1.1 Purpose 1 1.2 Scope of Work 1 1.3 Schedule 1 2.0 BACKGROUND 2 3.0 WORKPLAN 3 3.1 Boring Locations and Depths 3 4.0 METHODS 3 4.1 Boring Methods 4 4.2 Soil Sampling 4 4.3 Field Screening of Soil Samples 4 4.4 Soil Analysis 4 5.0 SITE SAFETY PLAN 5 6.0 REMARKS/SIGNATURES 5 Appendix: A) Project Maps/Figures B) Health and Safety Plan Project: AfC 95V-1560 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646' FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. 1.0 INTRODUCTION Kern Environmental Services (KES). has authorized Advanced Environmental Concepts, Inc. (AEC) to prepare this site assessment workplan for the continuing subsurface investigation at the Sam's U-Drive facility located at 2122 Union Avenue Bakersfield. California (Figure 1). The regulatory contact for this project is Mr. Howard Wines. Hazardous Materials Technician. Bakersfield City Fire Department (City). 1.1 Purpose The purpose of the assessment is to evaluate the gasoline range hydrocarbons detected during subsurface investigation evaluating the vertical migration of an unauthorized release from the adjacent waste oil tank. 1.2 Scope of Work The scope of services described in this workplan are summarized below for clarification purposes. Detailed investigative methods are presented in section 4.0 of this report: 1. Locating underground utilities using Client records and Underground Service Alert (USA); 2. Drilling two additional exploratory soil boring to evaluate the lateral extent of the contaminant plume; 3. Collecting soil samples at 5-foot intervals using a split spoon sampler lined with clean brass sleeves. The soil samples will be field screened using a Photoionization Detector (PID) equipped with a 10.6 eV lamp; 4. Analyzing selected soil samples for appropriate parameters by a State Certified Laboratory; 5. Preparing a soil boring log according to the United Soils Classification System (USCS); 8. Preparing a final report detailing the results of the soil Investigation which will include drilling methods, analytical results. extent of hydrocarbon impacted soil. conclusions. and recommendations. 1.3 Schedule Advanced Environmental Concepts, Inc. anticipates beginning the services described In this workplan within one (1) week upon approval by the City and authorization to proceed from KES. Drilling will commence only affer applicable permits have been obtained. The soil borings should be completed within one day of mobilization on the site. A final report will be prepared summarizing all field operations and laboratory results. The report will be provided within 30-days of completion of the field work. Project: Af:C 95V-1560 1 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400ASHEROAD.lf206· BAKERSFIElD.CA93313 805/831-1646. FAX 805/831-1771 I I I I I I I I I I I I I '1 I I I I I e e Sife Assessmenf Workplan Advanced Envlronmenfal Concepts. Inc. 2.0 BACKGROUND On April 12, 1995 Kern Environmental Services (KES) removed three underground storage tanks (UST's) from the subject site. All three tanks were of steel construction and contained gasoline, diesel, and waste 011 with capacities of 10,000,2,000, and 1.000 gallons, respectively. Following the removal of the UST's a total of eight soil samples were collected from beneath the tank Inverts and analyzed for hydrocarbon and chemical constituents known to be associated with the contents of each tank. The laboratory data is presented In Table 1. TABLE 1 ANAlYTICAl RESULTS GRAB SAMPLES (Soil) Sample 1.0. TPH-g TPH-d Benzene Toluene Xylenes March 22. 1995 2' Gas Tank NE 38 NA ND ND 0.1 6' Gas Tank NE ND NA ND ND ND 2' Gas Tank SE NO NA ND ND ND 6' Gas Tank SE ND NA ND ND ND 2' DIesel Tank NA ND ND ND ND 6' Diesel Tank NA ND ND ND ND 2' Waste 011 Tank NA NA NA NA NA 6' Waste Oil Tank NA NA NA NA NA May 12. 1995 12' From Surface NA NA NA NA NA of Waste 011 Tank Detection Limit (µgm/gm) 5.0 10.0 0.005 0,005 0,01 TABLE 1 ANAlYTICAl RESULTS GRAB SAMPLES (Soli) Sample 1.0. Ethylbenzene 418.1 TOX Lead March 22, 1995 2' Gas Tank NE ND NA NA NA 6' Gas Tank NE ND NA NA NA 2' Gas Tank SE ND NA NA NA 6' Gas Tank SE ND NA NA NA 2' Diesel Tank ND NA NA NA 6' Diesel Tank ND NA NA NA Project: AEC 95V·1560 2 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831·1646· FAX 805/831,1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts. Inc. TABLE 1 ANAL YTtCAL RESULTS GRAB SAMPLES (Soli) Sample I.D. Ethylbenzene 418.1 TOX 2' Waste Oil Tank NA ND ND 6' Waste Oil Tank NA 240 ND May 12. 1995 12' From Surface of NA 190. NA Waste 011 Tank Detection limit (mglkg) 0.005 20,0 20. lead ND ND NA 5.0 ND: NA: TPH-g: TPH-d: 418.1: TaX: Non-detected Not Analyzed Total Petroleum Hydrocarbons as gasoline Total Petroleum Hydrocarbons as diesel Total Petroleum Hydrocarbons Total Organic Halides As a result of the Information presented by KES the City of Bakersfield determined that further evaluation of the area beneath the former waste oil tank was required. Commencing on September 1, 1995 the waste oil investigation was performed. Two soli borings (B-1,2) were advanced within the tank pit. Boring B-1 was advanced directly through the center of the former waste oil tank location and B-2 was positioned about 10 feet east of B-1. Gasoline vapors were immediately detected In the cuttings from B-2. For more detail on the waste oil investigation refer to AEC's waste 011 site assessment. This work plan present the proposed methods to evaluate the extent of the newly detected gasoline plume. 3.0 WORKPLAN Advanced Environmental Concepts. Inc. proposes two soil borings to establish the lateral extent of hydrocarbon migration In the vicinity of the former gasoline underground storage tank. 3.1 Boring locations and Depths AEC plans to advance two soil borings (B-3, 4) to evaluate the lateral extent of contaminant migration. Both borings will be terminated when two consecutive five foot samples indicate non-detectable (ND) PID readings and no visual signs of contamination. 4.0 METHODS The methods to be employed during implementation of the above scope of work are described In the following sections. Project: AfC 95V-1560 3 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400ASHEROAD..206· BAKERSFIELD.CA93313 805/831-1646· FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts. Inc. 4.1 Boring Methods The borings will be advanced using a Mobile B-61 Drill Rig, with an 8-inch diameter, continuous flight auger in accordance with ASTM Method D 1452·80 for soil investigations and sampling by auger borings. At no time shall any water or other liquid be added to the boring. The augers will be steam cleaned prior to drilling the borings. The lithology and other pertinent data will be recorded on a field boring log in accordance with ASTM Method D 2488-84 for visual description and Identification of solis. Cuttings from the borings will be placed on sheets of plastic and covered until verified, with analytical results, whether or not the soil is contaminated. If the material Is contaminated, a written plan will be submitted by the facility operator to the County for their approval before treatment and/or disposal occurs. Disposal will be the responsibility of the facility operator and occur within 90-days of completion of drilling. 4.2 Soli Sampling Soil samples will be collected through the auger in 2-inch diameter by 6-inch long brass sleeves driven in a split spoon sampler by a 140-pound hammer with a 30-inch drop in accordance with ASTM Methods D 1586-84 for split-barrel sampling of soil and D 1587-83 for thin-walled tube sampling of soils. The brass sleeves and sampler will be washed in an Alconox solution and double rinsed in clean de-ionized water prior to each use. Soil samples will be driven at five foot intervals in each boring in order to provide baseline data and confirm prior laboratory results. The total depth of B-1 will extend to 10-feet below the last detected indication of contamination. The blow counts, recovery, and lithology will be recorded on the field logs. lithology will be described in accordance with ASTM Method D 2488-84 (Standard Practice for Description and Identification of Solis). Selected soil samples will be sealed with teflon tape, capped, sealed with tape, and labeled In accordance with EPA protocols. The samples will be recorded on a Chain-of- Custody document. placed in a cooler with frozen blue Ice, and transported to a California Certified Laboratory with Chain-of-Custody documentation. 4.3 Field Screening of Soil Samples Soil samples will be collected using three 2 x 6·inch brass tubes Installed Inside a spllt- spoon sampler. The middle sample tube will be immediately capped, sealed, labelled, and stored in an ice chest containing blue ice. The bottom tube will be used for lithologic description, and the top tube will be used for field screening. A headspace reading using the PID will be collected and documented on the boring log. 4.4 Soil Analyses The soil samples will be analyzed by Associated Laboratories, Inc. in Orange, a California Certified Laboratory with state guidelines and EPA protocols. The samples will be analyzed for total petroleum hydrocarbons as gasoline (TPH'g) and benzene, toluene, ethylbenzene, and xylenes using CA DHS and EPA method 8020, respectively. The bottom Projecf: AK; 95V-1560 . ENVIRONMENTAL CONCEPTeWITH DESIGN IN MIND. 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646· FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e Site Assessment Worlcplan e Advanced Environmental Concepts. Inc. two samples In each boring will be analyzed to confirm the base of the hydrocarbon plume. 5.0 SITE SAFETY PlAN Appendix B contains a Site Safety Plan which complies with Worker Right to Know Regulations and 29 CFR 1910.120. . 6.0 REMARKS/SIGNATURES This workplan represents the professional opinions of Advanced Environmental Concepts. Inc. These opinions are based on currently available data and were arrived at In accordance with accepted hydrogeologic and environmental engineering practices. No other warranty. expressed or Implied, Is given. . This workpian has been prepared by: Advanced Environmental Concepts. Inc. This workplan has been technically reviewed by: DOC16FF Project: AEC 95V-1560 . ENVIRONMENTAL CONCEPT§WITH DESIGN IN MIND' 805/831-1646' FAX 805/831-1771 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 I I I I I I I I I I I I I I I I I I I e e Advanced·Environmental Concepts, Inc. -Appendix A- PROJECT' MAPS I FIGURES . 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Sam's U-Drive FIGURE .AD I ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSREW, CA 93384 2212 Union Avenue County of Kern . Bakersfield, California 1 I I I I I I I I I I I I I I I 1 :1 I · I ADVANCED ENVIRONMENTAL CONCEPTS -:1 P.o. BOX 40872 BAKERSRB.D, CA S3384 12K~T~k I PARKING JÞ ~ ! 1 CJ ~ B-1 .... . . -.- -.-.-.-.-.-.-.-.-.-.-.-.-.-.......-. 8-4 .. ~ . Propose Sol BorIng Looatlon B-1 . BorIng lDœIIon - 9/1/95 t o I 7.5 I 1-·1Ir 15 I · Site Map · Sarna - U - Drive 2212 Union Avenue County of Kem . Bakersfield. California FIGURE 2 I I 1 I I I I I 1 1 I I I I 1 I I I I' e e Advanced Environmental Concepts, Inc. "Appendix B" HEALTH & SAFETY PLAN . ENVIRONMENTAL CONCEPTS WITH,DESIGN IN MIND' 4400ASHEROAD.ft206· BAKERSFIELD,CA93313 805/831-1646' FAX 805/831·1771 I I I I I I I I I I I I I I I I I 1 ·1 e e Site Assessment Workplan Advanced Environmental Concepts, Inc. Health & Safety Plan for Sam's U-Drive 2122 Union Avenue County of Kern - Bakersfield, California Introduction A Site Safety Plan (SSP) has been designed to address safety provisions needed during the site soli assessment/remediation. It's purpose is to provide established procedures to protect all on-site personnel from direct skin contact, inhalation, or ingestion of potentially hazardous materials that may be encountered at the site. The SSP establishes personnel responsibilities, personal protective equipment standards, decontamination procedures and emergency action plans. Advanced Environmental Concepts, Inc. seeks to enter the property described above for the purpose of conducting a site assessment, consisting of hollow-stem augering and soil sampling, to remove hydrocarbon impacted soil. Undisturbed soli samples will be collected to assess the extent of hydrocarbon impacted soil at the subject site. Each sample to be chemically analyzed will be collected In a brass sleeve, capped with lined plastic lids, sealed with tape, and Immediately stored In a cooler with frozen blue Ice immediately. All Chaln-of-Custody protocol will be followed. Drilling equipment will be brought to the site and operated by: S Band S Drilling Company 3022 West Santa Ana Fresno, California 93722 Contractor's License # C57-560175 This SSP describes means for protecting all on-site personnel from deleterious contamination of personal injury while conducting on·site activities. As described below, we will strive to meet all requirements promulgated by the California Department of Health SeNlces. Responsibilities of Kev Personnel: All personnel on-site will have assigned responsibilities. Mr. Jonathan l. Buck will seNe as Project Manager and on-site geologist. He will also seNe as Site Safety Officer (SSO). As SSO, Mr. Buck will assure that on-site personnel have received a copy of the SSP. Personnel will be required to document their full understanding of the SSP before admission to the site. Compliance with the SSP will be monitored at all times by the SSO. Appropriate personal protective equipment listed below, will be available and utilized by all on-site personnel. Prior to beginning work, the SSO will conduct a training session to assure that all are aware of safe work practices. In the training sessIon, personnel will be made aware of hazards at the site. ProJecf: AEC 95V-1560 1 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts. Inc. Mr. Buck will also be responsible for keeping field notes, collecting and securing samples and assuring sample Integrity by adherence to Chain-of-Custody protocol. All on-site employees will take reasonable precautions to avoid unforeseen hazards. After documenting their understanding of the SSP, each on-site employee will be responsible for strict adherence to all points contained herein. Any deviation observed will be reported to the SSO and corrected. On-site employees are held responsible to perform only those tasks for which they believe they are qualified. Provisions of this SSP are mandatory and personnel associated with on-site activities will adhere strictly hereto. Job Hazard Analvses: Hazards likely to be encountered on-site include those commonly encountered when operating any mechanical equipment. such as the danger of falling objects or moving machinery. Simple precautions will reduce or eliminate risks associated with operating such equipment. A drilling contractor has been employed to deliver and operate all drilling equipment. Qualified personnel only will have any contact with this equipment. All on-site personnel, including the excavation contractor and his employees, are required to wear hard hats when In close proximity to excavating equipment. latex sampling gloves will be worn by persons collecting or handling samples to prevent exposure to contaminants. Gloves will be changed between samples and used ones discarded, to avoid cross-contamination. Proper respiratory equipment will be worn If vapor contamination levels on-site exceed action levels as determined using a Photoionlzation Detector (PID). Action levels requiring respiratory apparatus will be 10-ppm above background level, in the breathing zone. Furthermore, no on-site smoking, open flame or sparks will be permitted in order to prevent accidental ignition. Risk Assessment Summary: Exposure to chemicals anticipated on-site include gasoline, diesel, and benzene, toluene. and xylene (BTX). These chemicals represent a hazard because they are moderately to extremely toxic and most are highly flammable. Threshold limit Values (flV's), ShortTerm Exposure limits (STEl's) and Toxicity levels (lD50, oral-rat), all in mg/kg (ppm), are listed below: Compound TlV STEl Gasoline 200 300 Diesel 50 75 Benzene 10 25 Toluene 100 150 Xylene 100 150 Toxicity 4894 5000 4300 Benzene is considered an extreme cancer hazard. Project: Af::C 95V-1560 2 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts, Inc. Exposure Monitorina Plan: A PID will be used to monitor vapor concentrations around the site. Should concentrations exceed TLV's, protective measures will be taken. Passive dosimeter badges will be placed in downwind locations if PID readings indicate high levels of volatile organics in the breathing space. Personal Protective Eauipment: Personnel on-site will have access to respirators with organic vapor cartridges. Replacement cartridges will be available on-site as needed, When handling samples, the on-site Geologist will wear latex gloves. Hard hats will be worn by all personnel on-site when In proximIty of drilling equipment. Work Zones and Security Measures: Access to the site will be restricted to authorized personnel. A set of cones, placards, or wide yellow tape surrounding the site will define the perimeter, if needed. The Project Manager will be responsible for site security. Decontamination Measures: Avoidance of contamination whenever possible is the best method for protection. Common sense dictates that on-site personnel avoid sitting, leaning or placing equipment on possible contaminated soil. All personnel will be advised to wash their hands, neck and face with soap ,and water before taking a break or leaving the site. Respirators will be washed with soap and water following each day's use. Drilling and sampling equipment used will be decontaminated by steam-cleaning. Sampling equipment will be decontaminated before each sample is collected. General Safe Work Practices: On-site personnel will be briefed each day in "tailgate" meetings as to the day's goals and equipment to be used. Anticipated contaminants and emergency procedures will be reviewed. Appropriate personal protective equipment will be put on and verified correct by SSO, including respirator fit. Drilling and sampling equipment will be steam-cleaned before arriving on-site. Split-spoon sampling equipment will be cleaned before each use. Augers will be steam-cleaned between borings. The on-site engineer will oversee operations and log borings. The Sample Coordinator will assure that proper protocol is used at all times in collecting and handling samples. Project: AfC 95V-1560 3 I I I I I I I I I I I I I I I I I I I e e Site Assessment Workplan Advanced Environmental Concepts. Inc. Trainina Reauiremen1s: The SSO wi II conduct a pre-site training session which will Include contaminant properties, warning signs, health hazard data, risk from exposure and emergency first aid. All chemicals are to be covered and the SSO will assure that everyone fully understands site hazards. Medical Surveillance Prooram: According to CFR 29, 1910.120, Paragraph (f), employees who wear respirators thirty (30) days or more during one (1) year or who have been exposed to hazardous substances or health hazards above established permissible exposure limits are required to be monitored medically. All site personnel will be required to have had a complete chemical physical within the past year. Record Keeoina: Documentation will be kept on personnel exposed to contaminant hazards on the job site according to OSHA regulations. These will include documentation that employees have received training on the SSP, respiratory protection, MSDS forms and all emergency procedures. These will be reviewed during the pre-site training meeting. Exposure records on each job will be kept for thirty (30) years to meet requirements. Included will be names and social security numbers of employees. medical evaluations, on-the-job logs from entry to exit, first aid administered, visits on-site by outside persons and personal air monitoring records. Contingency Plans: In the event of an accident, injury, or other emergency; the Project Director, Senior Project Manager, or other person, will notify the appropriate government agencies or individuals as follows: 1. Bakersfield City Fire Department 2130 "G"Street Bakersfield, California 93301 (805) 326-3979 2. Police, Fire, or Ambulance Emergency 9-1-1 3. Emergency Hospital: Mercy Hospital 2215 Truxtun Avenue Bakersfield, California 93306 (805) 328-5223 Project: A£C 95V-1560 4 I I I I I I I I I I I I I I I I I I I . e Site Assessment Workplan Advanced Environmental Concepts, Inc. I have read the Health and Safety Plan and understand the contents herein: NAME: COMPANY Project: AEC 95V-1560 5 =--. - - CITY of BAKERSFIELD FIRE DEPARTMENT FIRE SAFETY SERVICES & OFFICE OF ENVIRONMENTAL SERVICES 1715 CHESTER AVE, . BAKERSFIELD,CA . 93301 R,E, HUEY HAZ-MAT COORDINATOR (805) 326·3979 September 8, 1995 R,B, TOBIAS, FIRE MARSHAL (805) 326·3951 Geraldine Carter, representing Chandler Associates Steve Greenburg, President c/o 2029 Centry Park East, Suite 2610 Los Angeles, CA 90067 RE: Field Observations from preliminary site assessment conducted at the Sam's U-Drive at 2122 Union Avenue in Bakersfield. Dear Ms. Carter: On September 1, 1995, field observations, associated with determining the extent of hydrocarbon contamination beneath the former waste oil tank, now indicate that the soil at this site is also impacted by gasoline contamination. Because the scope of work regarding the former waste oil tank was limited, the full extent of the gasoline contamination has not been adequately defined. This office requires (in accordance with Chapter 6.7 of the California Health and Safety Code and Chapter 16, Title 23 of the California Code of Regulations) that further assessment be done to define the vertical and horizontal extent of the contamination plume. Please submit a work plan for further assessment, to this office, within 30 days from receipt of this letter. The workplan should follow guidelines found in: Appendix A - Reports. Tri - Reaional Board Staff Recommendations for Preliminary evaluation and Investiaation of Underaround Tank Sites; July 6, 1990. '. Additionally, be advised that oversight cost for this project will be billed to you at a rate of $62.00 per hour. ' If you have any questions, please call me at (805) 326-3979. Sincerely, / / I // I '--- ~?,_o/_'" .', r:L- (_~.>,___, ","-... Howard H. Wines, III Hazardous Materials Technician '~ UNDERGROUND STORAGE TANK UNAUTHORIZED RELEASE (LEAK) I CONTAMINATION SITE REPORT EMERGENCY DYES HAS STATE OFFICE OF EMERGENCY SERVICES REPORT BEEN FILED? 0 YES NO ¡'rgE~~à~~e:~~~~~~~Zi~:1~8~dm¡$:¡~~~~1~j~iB,j+drÂè:' ö~i .... 'šAow" ·····THêiNsmuêfK>Ñ$HE~ÓN1HèåACKeÁGE ..... ..TH·I~:!i:i! NO CASE' 4~7 > III o W I- cr:: ~ w ex: PHONE (~ 32b--3'i7? COMPANY OR AGENCY NAME 8AK.~a.p Fì (Z.£ fJ;A~~ELD CITY NAME CONTACT PERSON C-4A/JDl..B'L ASSC)(~..(A 11==5 D UNKNOWN G'é:R,ALDltVC: CA.R..TC-a.. VAt-J NVY-:S 17 IS;- CM ES'T&e.. STREET AJ W ..J III ¡¡;~ Zcr:: 00( 5sD.. W cr:: ADDRESS /4S-40 FACILliY NAME (IF APPLICABLE) ~ 5 ÄJVIS ~ ADDRESS 9 :2.1~?- I!:! iñ OXNA(4) ST STREET CITY OPERATOR ow N6R.. -0 PG2A'T'&Q ~AGi-O CITY U-D~\v6 UNIDA1 Av£ ~ STREET CROSS STREET E:~ 2.{ 'S''I AGENCY NAME CONTACT PERSON vJAaD vVINEs. JOf-tw-J ""'¡OO,.JArJ o LOCAL AGENCY ZtIIQA /':': ~ ~ p"-K~Fi8..D If rz.£ - ~ æ REGIONAL BOARD ..JC) ~o( ~A<-- VAu-GY (1) &ASé)LiN(5 OE.s NAME en ~@ z> ~..J g¡ g (2) :J~ en - 0 ES. CA C¡~~OI STATE ZIP PHONE (3lð)~1-17(4 cA c:¡ t4ðf5 STATE PHONE (&Ç):$Z.7- 7S-6( .¡<GrW 7'550 S- IP COUNTY ZIP PHONE (~) 3"26 -3q?7 PHONE ( 201) 44ç~ ~~S'ð QUANTITY LOST (GALLONS) ~ UNKNOWN I- DATE DISCOVERED z w ~ ~ III ~ ~ w 8 en õ D UNKNOWN INVENTORY CONTROL D SUBSURFACE MONITORING D NUISANCE CONDITIONS TANK REMOVAL oM' OTHER $l~ ASSE>5M&.v-r- METHOD USED TO STOP DISCHARGE (CHECK ALL THAT APPLY) D REMOVE CONTENTS D CLOSE TANK & REMOVE D REPAIR PIPING D REPAIR TANK 0 CLOSE TANK & FILL IN PLACE D CHANGE PROCEDURE D REPLACE TANK D OTHER HOW DISCOVERED D TANK TEST D D . UNKNOWN Ww °en ex::J :Jo( ~O DYES 0 NO IF YES, DATE SOURCE OF DISCHARGE o TANK LEAK D PIPING LEAK o RUPTURElFAILURE .. UNKNOWN .. UNKNOWN D OTHER Ww enD.. ~~ CHECK ONE ONLY D UNDETERMINED .. SOIL ONLY CHECK ONE ONLY o NO ACTION TAKEN o LEAK BEING CONFIRMED o REMEDIATION PLAN D D o POLLUTION CHARACTERIZATION POST CLEANUP MONITORING IN PROGRESS CLEANUP UNDERWAY D SPILL D OTHER o GROUNDWATER 0 DRINKING WATER - (CHECK ONLY IF WATER WELLS HAVE ACTUALLY BEEN AFFECTED) I-en ~~ cr::~ aen o lib o PRELIMINARY SITE ASSESSMENT WORKPLAN SUBMITTED PRELIMINARY SITE ASSESSMENT UNDERWAY CASE CLOSED (CLEANUP COMPLETED OR UNNECESSARY) ..J :$z 00 ~t ~o( CHECK APPROPRIATE ACTION(S) ISEE """" FOR DETALS o CAP SITE (CD) o CONTAINMENT BARRIER (CB) o VACUUM EXTRACT (VE) D EXCAVATE & DISPOSE (ED) o EXCAVATE & TREAT (E1) D NO ACTION REQUIRED (NA) o OTHER (01) D REMOVE FREE PRODUCT (FP) D ENHANCED BIO DEGRADATION (11) D PUMP & TREAT GROUNDWATER (G1) D REPLACE SUPPLY (RS) D TREATMENT AT HOOKUP (HU) D VENT SOIL (VS) [!? Z w ~ ~ 8 tttr,;;VIÖU$LY UNDEcr&c..'TG0 c9A$öLI/\/6' CÐNTAi1?/,vA"TlSO OB~82ë1Gc> Dve.,,.J<:r As.scQ;ST"1eN'I ßc)(2.¡1'lG- v"vD8?- WAS-n;- é)lL TANK -5¡TE:.. SoiL.. r::::ö eM~ HSC 05 (8190) ~ - . RECORD OF TELEPHONE CONVERSATION Location: L. \ 1.- 1- lJ '" I eN'\. ÄJ 10#_ Contact Name: ,""--' \ r .r~"\. ~ Ù - Dr"! <:.. \20Se- (¡ e~ I K~~ Business Name: .,Stl.i\?.I.:. Business Phone: Ç8~ -=> ç'l, '2..0 ~ CJ II / ~.r Time: FAX: Inspector's Name: Time of Call: Date: 1"2.c # Min: s.- Type of Call: Incoming [ ] Outgoing' ~ Returned ~ Content of Call: í2e~",J pc.... t5" eJI ~ .ge.. v-k..AeJ...f-õ k-~....) w"'-<'!,.-4 T ....^.ke; êt''"''=: -to do c,Scut ec~,,~\Ae.~,....~·tØ-A d, >. c~JPj<2J 0.+ s:-¡e. ~~" :c !;~.e/ fkltf- UhiE'.tly T WG!,t U~-I-I'( f ' ~C- {'~foJ+ !;;. $.t;;S""'t~J ..b~~e.. r ' SSy~ q P t~e- Je.(fl. (~4o: +4-e e..lso ý5ke) It I uJc.t..t.{~) ~/( ~sse!:S'f4é'vtt f~r'J'W\.eJ t\cr~.f. ~.kJ'~ ðJ¿- G')(c.,.,v.::-{,e.Y\ (ow lJ oc.c.vr~ Actions Required: ::ï::' -t-o /d ~\""" SQYI>\.e..(-hl) g,~/j be.. (f)';,)p~s~ -to Me 1""- ~ ~k¡/)Ie;.~ b~~ T c6)c_iJ e:..frrcrv~ t+: 6u+ ~+ ðVe.r - e~~e.\I~+IcJA. ('Ou tJ he use) ~~ ~ I'--télto(i-+b ).,~j'''I~e -tie- exJ·C%\..f. at- -rke.. r;i~~ ~ r ~~I.J+\~^J --ei,.~A- , ¡ c;Jef - e.x~e.I!ð.,tc¥'\ ''''' ,+s.e-I+ ~t- ( ej -to ðtde.;tKteJ y ¿)J,,,, c> f '- , rCVV\J.y -f'!.-e. c~ fe.M'''''4v+\tf~,. --tka...+ ew)),+te),,\e:.1 ct~)"'>;'J)VL\('tA.f W~V IJ ~((.!J4J. Time Required to Complete Activity # Min: r \ ~ . C~ BAKERSFIELD FIRE DEPART~NT FIRE SAFETY SERVICES & OFFICE OF ENVIRONMENTAL SERVICES 1715 CHESTER AVE, . BAKERSFIELD, CA . 93301 R,E, HUEY HAZ-MAT COORDINATOR (805) 326·3979 R,B, TOBIAS, FIRE MARSHAL (805) 326·3951 July 25, 1995 Chris B. De Armon, REA Kern Environmental Services P.O. Box 5337 Bakersfield, CA 93388 RE: Sam's U-Drive at 2122 Union Avenue in Bakersfield. Dear Mr. De Armon: This is to notify you that the workplan for the above stated address is satisfactory. Please give this office 5 working days notice prior to the commencement of work. Please be advised that any work done that is not performed under direct over sight by this office will not be accepted, unless previously approved. If you have any questions, please call me at (805) 326-3979. Sincerely, . i // --r-I. /\ 'tA.... ~- J<:.... (CL!l--c--'~ ~@; Howard H. Wines, III Hazardous Materials Technician HHW/dlm ·~ K___, DIV. OF KERN BACKHOE SERVICE. INC. . July 11, 1995 Mr. Howard Wines, III CITY OF BAKERSFIELD FIRE DEPARTMENT, HAZARDOUS MATERIALS DMSION \ 1715 Chester Avenue Bakersfield, California 93301 REGARDING: Site Assessment Workplan, Sam's U-Drive Facility, 2122 Union Avenue, Bakersfield, California (KES Project No. 94-3300B) Mr. Wines: As per your request please find the enclosed Site Assessment Workplan associated with the above referenced Kern Environmental Service project. Should you have any questions or comments, please feel free to contact the undersigned at (805)589-5220. Sincerely, CBD/bd C:\WP51 \CHRIS\LETTERS\SAMWP _7.11 Post Office Box 5337, Bakersfield, California 93388 . (805) 589-5220 In California . (800) 332-5376 '1 I I I I I I I I I I I I I I I I I I e e . ADV ANCED ENVIRONMENTAL CONCEPTS INC· / Advanced Environmental Concepts, Inc. is pleased to present the following: Site Assessment Workplan for Sam's U-Drive 2122 Union Avenue County of Kern . Bakersfield, California This report has been prepared for: Kern Environmental Services, Inc. . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. July 1995 805/831-1646. FAX 805/831-1771 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 I I I I I I I I I I I I I I I I I I I e Site Assessment Workplan e Advanced Environmental Concepts. Inc. Table of Contents Pace 1.0 INTRODUCTION 1 1.1 Purpose 1 1.2 Scope of Work 1 1.3 Schedule 1 2.0 BACKGROUND 2 3.0 WORKPLAN 3 3.1 Boring Locations and Depths 3 4.0 METHODS 3 4.1 Boring Methods 3 4.2 Soil Sampling 4 4.3 Field Screening of Soil Samples 4 4.4 Soli Analysis 4 5.0 SITE SAFETY PLAN 5 6;0 REMARKS/SIGNATURES 5 Appendix: A) Project Maps/Figures B) Health and Safety Plan Project: AK; 95V-1560 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831-1646' FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e Site Assessment Workplan . Advanced Environmental Concepts, Inc. 1.0 INTRODUCTION Kern Environmental Services (KES), has authorized Advanced Environmental Concepts, Inc. (AEC) to prepare this site assessment workplan for one soil boring at the Sam's U-Drlve facility located at 2122 Union Avenue Bakersfield. California (Figure 1). The regulatory contact for this project Is Mr. Howard Wines, Hazardous Materials Technician. Bakersfield City Fire Department (City). The location of the proposed boring Is shown on the site map (Figure 2). 1.1 Purpose The soil boring described In this workplan has the following objective: . Evaluate the vertical extent of hydrocarbon impacted soil originating from the waste 011 underground storage tank (UST) located on the subject sIte. 1.2 Scope of Work The scope of services described in this workplan are summarized below for clarification purposes. Detailed Investigative methods are presented in section 4.0 of this report: 1. Locating underground utilities using Client records and Underground Service Alert (USA); 2. Drilling one exploratory soil boring to evaluate the vertical extent of the contaminant plume; 3. Collecting soil samples at 5-foot Intervals using a split spoon sampler lined with clean brass sleeves. The soli samples will be field screened using a Photoionization Detector (PID) equipped with a 10.6 eV lamp; 4. Analyzing selected soil samples for appropriate parameters by a State Certified Laboratory; 5. Preparing a soil boring log according to the United Soils Classification System (USCS); 8. Preparing a final report detailing the results of the soil Investigation which will include drilling methods, analytical results. extent of hydrocarbon impacted soli. conclusions. and recommendations. 1.3 Schedule Advanced Environmental Concepts, Inc. anticipates beginning the services described In this workplan within one (1) week upon approval by the City and authorization to proceed from KES. Drilling will commence only after applicable permits have been obtained. The soil borings should be completed within one day of mobilization on the site. Project: AfC 95V-1560 1 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND' 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831-1646' FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I e Site Assessment Workplan e Advanced Environmental Concepts, Inc. A final report will be prepared summarizing all field operations and laboratory results. The report will be provided within 30-days of completion of the field work. 2.0 BACKGROUND On April 12, 1995 Kern Environmental Services (KES) removed three underground storage tanks (UST's) from the subject site. All three tanks were of steel construction and contained gasoline, diesel. and waste 011 with capacities of 10,000, 2,000, and 1,000 gallons, respectively. Following the removal of the UST's a total of eight soli samples were collected from beneath the tank Inverts and analyzed for hydrocarbon and chemical constituents known to be associated with the contents of each tank. The laboratory data Is presented In Table 1. TABLE 1 ANALYTICAl RESULTS GRAB SAMPLES (Soil) Sample I.D. TPH-g WJ-kj Benzene Toluene Xylenes March 22, 1995 2' Gas Tank NE 38 NA ND ND 0.1 6' Gas Tank NE ND NA ND ND ND 2' Gas Tank SE ND NA ND ND ND 6' Gas Tank SE ND NA ND ND ND 2' Diesel Tank NA ND ND ND ND 6' Diesel Tank NA ND ND ND ND 2' Waste 011 Tank NA NA NA NA NA 6' Waste Oil Tank NA NA NA NA NA Mav 12. 1995 12' From Surface NA NA NA NA NA of Waste Oil Tank Detection limit (µgm/gm) 5.0 10,0 0.005 0.005 0.01 TABLE 1 ANALYTICAl RESULTS GRAB SAMPLES (Soil) Sample I.D. Ethylbenzene 418.1 TaX lead March 22. 1995 2' Gas Tank NE ND NA NA NA 6' Gas Tank NE ND NA NA NA 2' Gas Tank SE ND NA NA NA 6' Gas Tank SE ND NA NA NA 2' Diesel Tank ND NA NA NA 6' Diesel Tank ND NA NA NA Project: AfC 95V-1560 2 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. .206 . BAKERSFIELD. CA 93313 805/831-1646' FAX 805/831-1771 I I I I I I I I I I I I I I I I I I I Site Assessment WOrkPla' Advancelnvlronmental Concepts, Inc. TABLE 1 ANAlYTICAl RESULTS GRAB SAMPlES (Soil) Sample J.D. Ethylbenzene 418.1 TOX 2' Waste 011 Tank NA ND ND 6' Waste 011 Tank NA 240 ND May 12, 1995 12' From Surface of NA 190. NA Waste Oil Tank Detection Limit (mglkg) 0.005 20.0 20, Lead ND ND NA 5,0 ND: NA: TPH-g: TPH-d: 418.1: TaX: Non-detected Not Analyzed Total Petroleum Hydrocarbons as gasoline Total Petroleum Hydrocarbons as diesel Total Petroleum Hydrocarbons Total Organic Halides As a result of the Information presented by KES the City of Bakersfield determined that further evaluation of the area beneath the former waste 011 tank was required. This workplan Is in response to the City's request. 3.0 WORKPLAN Advanced Environmental Concepts, Inc. proposes one soil boring to establish the vertical extent of hydrocarbon migration in the vicinity of the former waste 011 underground storage tank. 3.1 Boring locations and Depths AEC plans to advance one soil boring (B-1) through the center of the former waste 011 tank pit In order to evaluate the vertical extent of contaminant migration. Boring B-1 will be terminated when two consecutive five (5) foot samples Indicate non-detectable (ND) PID readings and no visual signs of contamination. 4.0 METHODS The methods to be employed during implementation of the above scope of work are described in the following sections. 4.1 Boring Methods The boring will be advanced using a Mobile B-61 Drill Rig, with an 8-lnch diameter, continuous flight auger in accordance with ASTM Method D 1452-80 for soil Investigations and sampling by auger borings. At no time shall any water or other liquid be added to Projecf: A£C 95V-i5óO 3 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646· FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I e Site Assessment Workplan e Advanced Environmental Concepts. Inc. the boring. The augers will be steam cleaned prior to drilling the borings, The lithology and other pertinent data will be recorded on a field boring log in accordance with ASTM Method D 2488-84 for visual description and Identification of soils. cuttings from the borings will be placed on sheets of plastic and covered until verified, with analytical results, whether or not the soil Is contaminated. If the material Is contaminated, a written plan will be submitted by the facility operator to the County for their approval before treatment and/or disposal occurs. Disposal will be the responsibility of the facility operator and occur within 90-days of completion of drilling. 4.2 Soil Sampling Soil samples will be collected through the auger In 2-inch diameter by 6-lnch long brass sleeves driven in a split spoon sampler by a 140·pound hammer with a 30-inch drop In accordance with ASTM Methods D 1586·84 for split-barrel sampling of soli and D 1587-83 for thin-wailed tube sampling of soils. The brass sleeves and sampler will be washed In an Alconox solution and double rinsed in clean de-Ionized water prior to each use. Soli samples will be driven at five (5) foot Intervals In each boring In order to provide baseline data and confirm prior laboratory results. The total depth of B-1 will extend to 10- feet below the last detected indication of contamination. The blow counts, recovery, and lithology will be recorded on the field logs. Lithology will be described In accordance with ASTM Method D 2488-84 (Standard Practice for Description and Identification of Solis). Selected soli samples will be sealed with teflon tape, capped, sealed with tape, and labeled In accordance with EPA protocols. The samples will be recorded on a Chaln·of· Custody document, placed in a cooler with frozen blue ice. and transported to a California Certified laboratory with Chaln-of-Custody documentation. 4.3 Field Screening of Soil Samples Soli samples will be collected using three (3) 2 x 6-lnch brass tubes Installed Inside a spllt- spoon sampler. The middle sample tube will be immediately capped, sealed, labelled, and stored in an ice chest containing blue ice. The bottom tube will be used for lithologic description, and the top tube will be used for field screening. A headspace reading using the PID will be collected and documented on the boring log. 4.4 Soil Analyses The soli samples will be analyzed by Associated laboratories, Inc. in Orange, a California Certified laboratory with state guidelines and EPA protocols. The samples will be analyzed for total petroleum hydrocarbons using EPA method 418.1. The bottom two (2) samples in each boring will be analyzed to confirm the base of the hydrocarbon plume. Project: Me 95V-1560 4 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. #206 . BAKERSFIELD. CA 93313 805/831-1646· FAX 8051831.1771 I I I I I I I I I I I I I I I I I I I e Site Assessment Workplan 5.0 SITE SAFETY PLAN e Advanced Environmental Concepts. Inc. Appendix B contains a Site Safety Plan which complies with Worker Right to Know Regulations and 29 CFR 1910.120. 6.0 REMARKS/SIGNATURES This workplan represents the professional opinions of Advanced Environmental Concepts. Inc. These opinions are based on currently available data and were arrived at In accordance with accepted hydrogeologic and environmental engineering practices. No other warranty, expressed or Implied, Is given. This workplan has been prepared by: Advanced Environmental Concepts. Inc. This workplan has been technically reviewed by: DOC16EN Projecf: AK; 95V-1560 . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND· 805/831-1646· FAX 805/831-1771 5 4400 ASHE ROAD. #206 · BAKERSFIELD. CA 93313 I e e I I ,I Advanced Environmental Concepts, Inc. , 1 1 I 1 1 . Appendix A·' I PROJECT MAPS I FIGURES I I I I I I I I I . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400 ASHE ROAD. "206 . BAKERSFIELD, CA 93313 805/831-1646.' FAX 805/831.1771 I I I I I I I I I I I I I I I I I I I - är~ '-,- : ¡\}\ ~~^~--:dL~:~ ad""" to-.~ ffi ~i\tö~: ;J" ~ tEl ~-!~ ~~~- _ I~ _"" : ~ .sI~T · ~ _,.....4> ~ L""" \fI>'~JiJ 'il z a: 'jlj! 3 ~ ~~~ÎI~;!.~.::J ,.6 W I . :l4TI :=~n, IÆ ~L" /,-',T /oj zt=~-~I !~T TS z ~ ~ ;;;;;~I rr¡;. :;:;~~v~rAv ~¡: I';; X BERNARD ~- . "."IRERNARD /Q_ '---zL. zl SI I;; 7IiI~~~ c '\..'\ ~' ).I.t - '11R: If - ij(! ð IiiIJfm.8OH 1lf!fIJJAT¡!î:1-, J", So , :~Z ¡~lf.r~F¡, (N ð~~$'WW"¡' '~, ... t t t "F>l\yt~~/."4.D ~ w..¡1 ~ ~j = f \ :=~I~I ~U {;;"NCO(N s~'¡l J~, O~::( t; ~ c:¡r ~~ !ii1li ;1 ~f if ~ ~./'¿~~ J [I! .t fII ! 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Q ~¡.= !.. ã ~ I .. d I """s,-- ~ "rlõ-~~..rl" ~ IT t::':::?: ~~c~~~!~ ~ IlKEPlN ~', Sf ~ .JIl Sf I' I' ~ST lit Iii....... WT"Kl.S ST/ I I c( ~ .,/ ,;",-- '- -!!!~ :.:.'. - - I / ,J.1 .E. __ BRUNO '~.. r NO< IN 15 I L.". ) ~I.._I. IS . 1- i'j AoJ' Jl ' ."" I I ~~~r ' '-~-'~ f~~'I' I 68 /} 68 I I...... E"L H · þ ~~ (' III r---¡ Ii; E ELL ~ "'-."0"'--' T r r I I ~ 13:¿ ~.~"' ~;!\ WY ~1-Î~ I~)+;':::- Q- §ðl ÛL -¡ ~-:TOI--'::t-~-·~i ----~1~t---~-r· 7.:~ ,nwwo.." .' I, I~.,..',...!-Mt. i 0 W . ~ ~ a: . I I I ~ :::::",,':'.... I ¡'t¡}o..~E~~-:7·;~···I~~~~~ ~ ~:TFR~ .~T.1t §.lL · .'L'~ ...~ :i~~ I ___ · ~ "':' , z i'j II ~. m:';X;," ~ , :, S ::~"J:'·'':''''''I ~ 1\',..." CL ' : I Iõ º C ~ ~ ~ I, :l ,;. 'i 0 I I . ;~: AV ~ i I : ~ ~'- ',' ;: I: I ; .; )J;;. "Y ~ ~~ "", '....ijjþc, 8 :. I: : I ...'=~\\. > , ~':¡~J"'." 7/' ! __ "'-.)C ,: I! !5 . -l2 t - Location Map - Samls U-Drive FIGURE .AD NCED ENVIRONMENTAl CONCEPTS IHC . " ADVANCED ENVIRONMENTAL CONCEPTS P.O, BOX 40872 BAKERSRELD, CA 93384 2212 Union Avenue County of Kern . Bakersfield. California 1 I I I I I I I I I I I I I I I I I I I 2,000 gal. diesel tank ~ I Building . Proposed Boring Location . , ADVANCED ENVIRONMENTAL CONCEPTS P.O. BOX 40672 BAKERSRELD, CA 93384 ------ 10,000 gal. gasoline tank 1,000 gal. waste 011 tank Parking t - Site Map - Sam's U-Drive 2212 Union Avenue County of Kern . Bakersfield, California FIGURE 2 I I I I I I I I I I I I I I I I I I I. - e Advanced Environmental Concepts, Inc. -Appendix B- HEALTH & SAFETY PLAN . ENVIRONMENTAL CONCEPTS WITH DESIGN IN MIND. 4400ASHEROAD..206. BAKERSFIELD.CA93313 805/831·1646·' FAX 805/831·1771 I I I I I I I I I I I I I I I I I I I Site Assessment wOrkpla!t Advance~vlronmental Concepts. Inc. Health & Safety Plan for Sam's U-Drive 2122 Union Avenue County of Kern . Bakersfield. California Introduction A Site Safety Plan (SSP) has been designed to address safety provisions needed during the site soli assessment/remediation. It's purpose Is to provide established procedures to protect all on-site personnel from direct skin contact, inhalation. or ingestion of potentially hazardous materials that may be encountered at the site. The SSP establishes personnel responsibilities. personal protective equipment standards. decontamination procedures and emergency action plans. Advanced Environmental Concepts. Inc. seeks to enter the property described above for the purpose of conducting a site assessment, consisting of hollow-stem augering and soil sampling. to remove hydrocarbon impacted soil. Undisturbed soli samples will be collected to assess the extent of hydrocarbon impacted soli at the subject site. Each sample to be chemically analyzed will be collected in a brass sleeve. capped with lined plastic lids. sealed with tape, and Immediately stored In a cooler with frozen blue ice immediately. All Chain-of-Custody protocol will be followed. Drilling equipment will be brought to the site and operated by: S Band S Drilling Company 3022 West Santa Ana Fresno. California 93722 Contractor's License :# C57-560175 This SSP describes means for protecting all on-site personnel from deleterious contamination of personal Injury while conducting on-site activities. As described below. we will strive to meet all requirements promulgated by the California Department of Health Services. Resoonsibilities of Kev Personnel: All personnel on-site will have assigned responsibilities. Mr. Jonathan L. Buck will serve as Project Manager and on-site geologist. He will also serve as Site Safety Officer (SSO). As SSO. Mr. Buck will assure that on-site personnel have received a copy of the SSP. Personnel will be required to document their full understanding of the SSP before admission to the site. Compliance with the SSP will be monitored at all times by the SSO. Appropriate personal protective equipment, listed below. will be available and utilized by all on-site personnel. Prior to beginning work. the SSO will conduct a training session to assure that all are aware of safe work practices. In the training session. personnel will be made aware of hazards at the site. Project: A£C 95V-1560 1 I I I I I I I I I I I I I I I I I I I Site Assessment wOrkp\a!t Advancedtvlronmental Concepts, Inc. Mr. Buck will also be responsible for keeping field notes, collecting and securing samples and assuring sample Integrity by adherence to Chain-of-Custody protocol. All on-site employees will take reasonable precautions to avoid unforeseen hazards. After documenting their understanding of the SSP, each on-site employee will be responsible for strict adherence to all points contained herein. Any deviation obseNed will be reported to the SSO and corrected. On-site employees are held responsible to perform only those tasks for which they believe they are qualified. Provisions of this SSP are mandatory and personnel associated with on-site activities will adhere strictly hereto. Job Hazard Analvses: Hazards likely to be encountered on-site Include those commonly encountered when operating any mechanical equipment such as the danger of falling objects or moving machinery. Simple precautions will reduce or eliminate risks associated with operating such equipment. A drilling contractor has been employed to deliver and operate all drilling equipment. Qualified personnel only will have any contact with this equipment. All on-site personnel, Including the excavation contractor and his employees, are required to wear hard hats when In close proximity to excavating equipment. latex sampling gloves will be worn by persons collecting or handling samples to prevent exposure to contaminants. Gloves will be changed between samples and used ones discarded, to avoid cross-contamination. Proper respiratory equipment will be worn if vapor contamination levels on-site exceed action levels as determined using a Photo ionization Detector (PID). Action levels requiring respiratory apparatus will be 10-ppm above background level, in the breathing zone. Furthermore, no on-site smoking, open flame or sparks will be permitted in order to prevent accidental Ignition. Risk Assessment Summary: Exposure to chemicals anticipated on-site include gasoline, diesel, and benzene, toluene, and xylene (BTX). These chemicals represent a hazard because they are moderately to extremely toxic and most are highly flammable. Threshold Limit Values (fLV's), Short Term Exposure Limits (STEL's) and Toxicity levels (LD50, oral-rat), all in mg/kg (ppm), are listed below: CompOund TlV STEL Gasoline 200 300 Diesel 50 75 Benzene 10 25 Toluene 100 150 Xylene 100 150 T oxicitv 4894 5000 4300 Benzene Is considered an extreme cancer hazard. Project: Me 95V-1560 2 I I I I I I I I I I I I I I I I I I I e e Advanced Environmental Concepts, Inc. Site Assessment Workplan Exoosure Monitoring Plan: A PID will be used to monitor vapor concentrations around the site. Should concentrations exceed TL V's, protective measures will be taken. Passive dosimeter badges will be placed In downwind locations if PID readings indicate high levels of volatile organics in the breathing space. Personal Protective Eauipment: Personnel on-site will have access to respirators with organic vapor cartridges. Replacement cartridges will be available on-site as needed, When handling samples, the on-site Geologist will wear latex gloves. Hard hats will be worn by all personnel on-site when in proximity of drilling equipment. Work Zones and Security Measures: Access to the site will be restricted to authorized personnel. A set of cones, placards, or wide yellow tape surrounding the site will define the perimeter, If needed. The Project Manager will be responsible for site security. Decontamination Measures: Avoidance of contamination whenever possible is the best method for protection. Common sense dictates that on-site personnel avoid sitting, leaning or placing equipment on possible contaminated soil. All personnel will be advised to wash their hands, neck and face with soap and water before taking a break or leaving the site. Respirators will be washed with soap and water following each day's use. Drilling and sampling equipment used will be decontaminated by steam-cleaning. Sampling equipment will be decontaminated before each sample Is collected. General Safe Work Practices: On-site personnel will be briefed each day in "tailgate" meetings as to the day's goals and equipment to be used. Anticipated contaminants and emergency procedures will be reviewed. Appropriate personal protective equipment will be put on and verified correct by SSO, Including respirator fit. Drilling and sampling equipment will be steam-cleaned before arriving on-site. Split-spoon sampling equipment will be cleaned before each use. Augers will be steam-cleaned between borings. The on-site engineer will oversee operations and log borings. The Sample Coordinator will assure that proper protocol is used at all times In collecting and handling samples. Project: AfC 95V-1560 3 I I I I I I I I I I I I I I I I I I I e e Advanced Environmental Concepts. Inc. Site Assessment Workplan Trainina Reauiremen1s: The SSO will conduct a pre-site training session which will include contaminant properties. warning signs. health hazard data. risk from exposure and emergency first aid. All chemicals are to be covered and the SSO will assure that everyone fully understands site hazards. Medical Surveillance Program: According to CFR 29, 1910.120. Paragraph (t). employees who wear respirators thirty (30) days or more during one (1) year or who have been exposed to hazardous substances or health hazards above established permissible exposure limits are required to be monitored medically. All site personnel will be required to have had a complete chemical physical within the past year. Record KeeDing: Documentation will be kept on personnel exposed to contaminant hazards on the job site according to OSHA regulations. These will include documentation that employees have received training on the SSP. respiratory protection. MSDS forms and all emergency procedures. These will be reviewed during the pre-site training meeting. Exposure records on each job will be kept for thirty (30) years to meet requirements. Included will be names and social security numbers of employees. medical evaluations, on-the-job logs from entry to exit, first aid administered. visits on-site by outside persons and personal air monitoring records. Continaencv Plans: In the event of an accident. injury. or other emergency. the Project Director. Senior Project Manager, or other person. will notify the appropriate government agencies or individuals as follows: 1. Bakersfield City Fire Department 2130 "G" Street Bakersfield. California 93301 (805) 326-3979 2. Police. Fire. or Ambulance Emergency 9-1-1 3. Emergency Hospital: Mercy Hospital 2215 Truxtun Avenue Bakersfield. California 93306 (805) 328-5223 Project: Af:C 95V-156Q 4 I I I I I I I I I I I I I I I I I I I . Site Assessment Workplan e Advanced Environmental Concepts. Inc. I have read the Health and Safety Plan and understand the contents herein: NAME: COMPANY Project: AEC 95V-1560 5 --.., . , CITY of BAKERSFIELD FIRE DEPARTMENT FIRE SAFETY CONTROL & HAZARDOUS MATERIALS DIVISIONS 1715 CHESTER AVE. . BAKERSFIELD, CA . 99301 R,E HUEY HAl-MAT COORDINATOR (805) 326-3979 May 19, 1995 R,B, TOBIAS, FIRE MARSHAL (805) 326-3951 Geraldine Carter, representing Chandler Associates Steve Greenburg, President ~oO c/o 2029 centry Park East, Suite 2610 Los Angeles, CA 90067-3012 RE: Laboratory results from preliminary site assessment conducted at the Sams U Drive, 2122 Union Avenue in Bakersfield CA. (Permit #BR-0120) Dear Ms. Carter: Upon review of the recently submitted laboratory results from your facility, this office has determined that the extent of the contamination plume, associated with the waste oil tank previously located on your property, has not been adequately defined. This California California define the office requires (in accordance with Chapter 6.7 of the Heal th and Safety Code and Chapter 16, Title 23 of the Code of Regulations) that further assessment be done to vertical and horizontal extent of the contamination plume. Please submit a work plan for further assessment, to this office, within 30 days from receipt of this letter. The work plan should follow guidelines found in: Appendix A - Reports, Tri - Reqional Board Staff Recommendations for Preliminary Evaluation and Investiqation of Underqround Tank Sites; January 22, 1991. Additionally, be advised that oversight cost for this project will be billed to you at a rate of $62.00 per hour. If you have any questions, please call me at (805) 326-3979. Sincerely, dL(d¿J~~~ Howard H. Wines, III Hazardous Materials Technician HHW/dlm cc: Richard Hardesty Steve Greenburg ,,-;--- IÇ!L~ DlV. OF KERN B4CKHOE SERVICE. INC. . ([õ).. ~((;~~" h\ APR 1 7 1995 U! By /' . ,....,.-- ...._"---.......,..-~. - ------........~..-... April 17, 1995 Howard Wines CITY OF BAKERSFIELD FIRE DEPARTMENT HAZARDOUS MATERIALS DWISION 2700 "M' Street, Suite 300 Bakersfield, California 93301 REGARDING: Underground Tank Removal, Permit No. BR-0120 (KES Project No. 94- 3300B) Dear Mr. Wines: Regarding the above referenced underground tank removal for Sam's U-Drive at 2122 Union Avenue we are forwarding the following items for your records. 1. Soil sample analysis results BC Laboratory Nos. 95-03396-1 through 95-03396-8. 2. Sample chain of custody documentation and site sample location map. 3. Uniform Hazardous Waste Manifest No. 93567390. 4. Certification Statement of Tank Decontamination. 5. Non-Hazardous Waste Hauler Record No. 114340. 6. Certificate of Destruction (Golden State Metals No. 10722). Feel free to contact Mr. Frank Rosenlieb or the undersigned should you require additional information regarding this project. Sincerely, DCC:bd Enclosures C'I WP51 I CRAIG ILElTERS\COB J17 '<:-.. Post Office Box 5337, Bakersfield, California 93388 . (805) 589·5220 In California . (800) 332-5376 . e e LABORATORIES Page 1 Purge able Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-1 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-2' GAS TANK NORTH END SAMPLED ON 3-22-95 BY C. CORNETT Sample Matrix: Soil Date Collected: Date Extracted: Date Analyzed: 03/22/95 03/24/95 03/24/95 Constituents Analysis Results Reporting Units Practical Quantitation Limit 38. mg/kg mg/kg mg/kg mg/kg mg/kg 0.02 0.02 0.02 0.05 Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (gas) None Detected None Detected None Detected 0.1 5. TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method 5030/8020. . Note: PQL's were raised due to high matrix background requiring sample dilution. California D.O.H.S. Cert. #1186 ~~=- Stuart G. Buttram Department Supervisor All results listed In this report are lor the exclusive use 01 the submitting party. BC Laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 9330B . (B05) 327-4911 . FAX (B05) 327-191 B =s. e e LABORATORIES Page 1 Purgeable Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-2 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' GAS TANK NORTH END SAMPLED ON 3-22-95 BY C. CORNETT Constituents Date Collected: 03/22/95 Date Extracted: 03/23/95 Date Analyzed: 03/23/95 Practical Analysis Reporting Quantitation Results Units Limit None Detected mg/kg 0.005 None Detected mg/kg 0.005 None Detected mg/kg 0.005 None Detected mg/kg 0.01 None Detected mg/kg 1. Sample Matrix: Soil Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (gas) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method 5030/8020. California D.O.H.S. Cert. #1186 kÞ¿ Stuart G. Buttram Department Supervisor All results listed in this report are for the exclusive use of the submitting party. BC laboratories, inc. assumes no responsibility for report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield. CA 9330B . (805) 327-4911 . FAX (805) 327-191 8 =-- e e LABORATORIES Page 1 Purgeable Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-3 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-2' GAS TANK SOUTH END SAMPLED ON 3-22-95 BY C. CORNETT Constituents Date Collected: 03/22/95 Date Extracted: 03/24/95 Date Analyzed: 03/24/95 Practical Analysis Reporting Quantitation Results Units Limit None Detected mg/kg 0.005 None Detected mg/kg 0.005 None Detected mg/kg 0.005 None Detected mg/kg 0.01 None Detected mg/kg 1. Sample Matrix: Soil Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (gas) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method 5030/8020. " ", California D.O.H.S. Cert. #1186 þ~/- Stuart G. Buttram Department Supervisor All results listed in this report are lor the exclusive use 01 the submitting party. BC laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 8330B . (805) 327-4811 . FAK(805) 327-181 8 =-- e e LABORATORIES Page 1 Purgeable Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-4 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' GAS TANK SOUTH END SAMPLED ON 3-22-95 BY C. CORNETT Sample Matrix: Soil Date Collected: Date Extracted: Date Analyzed: 03/22/95 03/24/95 03/24/95 Constituents Analysis Results Reporting Units Practical Quantitation Limit Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (gas) None Detected None Detected None Detected None Detected mg/kg mg/kg mg/kg mg/kg mg/kg 0.005 0.005 0.005 0.01 None Detected 1. TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method 5030/8020. California D.O.H.S. Cert. #1186 kÞ£ Stuart G. Buttram Department Supervisor All results listed in this report are lor the exclusive use 01 the submitting party. BC Laboratories, inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield. CA 83308· (805) 327-4811 . FAX (805) 327-181 8 =s. e e LABORATORIES Page 1 Purgeable Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 04/05/95 Date Received: 03/22/95 Laboratory No.: 95-03396-5 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-2' DIESEL TANK SAMPLED ON 3-22-95 BY C. CORNETT Sample Matrix: Soil Date Collected: Date Extracted: Date Analyzed: 03/22/95 03/24/95 04/03/95 Constituents Analysis Results Reporting Units Practical Quantitation Limit Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (diesel) Surrogate % Recovery None Detected None Detected None Detected None Detected mg/kg mg/kg mg/kg mg/kg mg/kg % 0.005 0.005 0.005 0.01 None Detected 97. 10. TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method. 5030/8020. ',<, California D.O.H.S. Cert. #1186 ~// Stuart G. Buttram Department Supervisor All results listed In this report are lor the exclusive use 01 the submitting party. BC laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 9330B . [B05) 327-4911 . FAX (805) 327-1918 · e e LABORATORIES Page 1 Purgeable Aromatics and Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 04/05/95 Date Received: 03/22/95 Laboratory No.: 95-03396-6 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' DIESEL TANK SAMPLED ON 3-22-95 BY C. CORNETT Sample Matrix: Soil Date Collected: Date Extracted: Date Analyzed: 03/22/95 03/24/95 04/03/95 Reporting Units Practical Quantitation Limit Constituents Analysis Results None Detected 84. mg/kg mg/kg mg/kg mg/kg mg/kg %' 0.005 0.005 0.005 0.01 Benzene Toluene Ethyl Benzene Total Xylenes Total Petroleum Hydrocarbons (diesel) Surrogate %' Recovery None Detected None Detected None Detected None Detected 10. TEST METHOD: TPH by D.O.H.S. / L.U.F.T. Manual Method - Modified EPA 8015 Individual constituents by EPA Method 5030/8020. California D.O.H.S. Cert. #1186 ~/£ Stuart G. Buttram Department Supervisor All results listed in this report are lor the exclusive use 01 the submitting party. BC laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield. CA 93308· (805) 327-4911 . FAX (805) 327-1918 - e e LABORATORIES Page 1 TOTAL CONCENTRATIONS (California Code of Regulations, Title 22, Section 66261) KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/31/95 Date Received: 03/22/95 Laboratory No.: 95-03396-7 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-21 WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Title 22 Waste Type: Type i: Millable Solid - No Free Liquid Constituents Sample Results Units Method P.O.L. Method Regulatory Criteria STLC TTLC mq/L mq/kq Lead None Detected mg/kg 2.5 SW-6010 5.0 1000. Comment: All above constituents are reported on an as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. Practical Quantitation Limit (refers to the least amount of analyte quantifiable based on sample size used and analytical technique employed) . Soluble Threshold Limit Concentration Total Threshold Limit Concentration STLC TTLC = REFERENCES: SW = "Test Methods for Evaluating Solid Wastes Physical/Chemical Methods", EPA-SW-846, September, 1986. Dan SCh§Z~ Laboratory Director All results listed In this report are lor the exclusive use 01 the submitting party. BC Laboratories, Inc. assumes no responsibility lor report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 83308· (805) 327-4811 . FAX (805) 327-181 8 - e e LABORATORIES Page 1 CHEMICAL ANALYSIS KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-7 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-2' WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Constituents Sample Results Units Method P.O.L. Method TOX None Detected mg/kg 20. SW-9020 P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte quantifiable based on sample size used and analytical technique employed) . REFERENCES: SW = "Test Methods for Evaluating Solid Wastes Physical/Chemical Methods", EPA-SW-846, September, 1986. @~ Dan Schultz () Laboratory Director All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 93308 . (B05) 327-4911 . FAX (B05) 327-191 B · e e LABORATORIES Page 1 Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-7 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-2' WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Sampling Date/Time: 03/22/95 Method Constituents Sample Results Units P.O.L. Method Total Petroleum Hydrocarbons None Detected mg/kg 20. EPA-418.1 California D.O.H.S. Cert. #1186 ~/£ Stuart G. Buttram Department Supervisor All results listed In this report are lor the exclusive use 01 the submitting party. BC laboratories, Inc. assumes no responsibility lor report alteretion. separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield, CA 8330B . (B05) 327-4911 . FAK(B05) 327-191 B · e e LABORATORIES Page 1 TOTAL CONCENTRATIONS (California Code of Regulations, Title 22, Section 66261) KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/31/95 Date Received: 03/22/95 Laboratory No.: 95-03396-8 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Title 22 Waste Type: Type i: Millable Solid - No Free Liquid Constituents Sample Results Units Method P.O.L. Method Regulatory Criteria STLC TTLC mq/L mq/kq Lead None Detected mg/kg 2.5 SW-6010 5.0 1000. Comment: All above constituents are reported on an as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. Practical Quantitation Limit (refers to the least amount of analyte quantifiable based on sample size used and analytical technique employed) . Soluble Threshold Limit Concentration Total Threshold Limit Concentration STLC = TTLC = REFERENCES: SW = "Test Methods for Evaluating Solid Wastes Physical/Chemical Methods", EPA-SW-846, September, 1986. Dan SChUlfl~ Laboratory Director All results listed In this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield. CA 83308· (805) 327-4811 . FAX (805) 327-191 B ]Z.. e e LABORATORIES Page 1 CHEMICAL ANALYSIS KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-8 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Constituents Sample Results Units Method P.O.L. Method TOX None Detected mg/kg 20. SW-9020 P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte quantifiable based on sample size used and analytical technique employed) . REFERENCES: SW = "Test Methods for Evaluating Solid Wastes Physical/Chemical Methods", EPA-SW-846, September, 1986. e:b~ Dan Schultz Laboratory Director All results listed In this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Bakersfield. CA 9330B . (B05) 327-4911 . FAX (B05) 327-191 B =-- - e LABORATORIES Page 1 Total Petroleum Hydrocarbons KERN ENVIRONMENTAL SERVICES POBOX 5337 BAKERSFIELD, CA 93388 Attn: FRANK ROSENLIEB 589-5220 Date Reported: 03/30/95 Date Received: 03/22/95 Laboratory No.: 95-03396-8 Sample Description: JOB #943300B TANK REMOVER (GRAB) SOIL-6' WASTE OIL TANK SAMPLED ON 3-22-95 BY C. CORNETT Sampling Date/Time: 03/22/95 Constituents Sample Results Units Method P.O.L. Method Total Petroleum Hydrocarbons 240. mg/kg 100. EPA-418.1 Note: PQL's were raised due to high concentration of target analytes requiring sample dilution. California D.O.H.S. Cert. #1186 ~~~ Stuart G. Buttram Department Supervisor All results listed In this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no rasponslblllty for report alteration, separation, detachment or third party Interpretation. 4100 Atlas Ct. . Baker'sfield, CA 8330B . (B05) 327-4811 . FAX (B05) 327-181 B CHAIN OF CUSTODY RECORD '\ « Job No.c; L./ '1 2/'1" A dimt Name: SA/¡{- U - I>¡¿,ur:. e- ) -;; (/'. / II1II - ¡·.¡irilji¡;:1!i!jili¡¡;:( I ,¿:; )'-1 \j) Project Name r AIV'/( U,...." ~A. - ) ~. ~-- ~ Project Manager C. tÁ-ft £~ ~- ~ ~ ~ - .., I ... .......".. .., . .. d. .;.:..;:.;.......;::.:..:-....:-. >"" '''=" - , , ~.. ................................... .......... -.....,. t .,..... ........ .... ~ n::~iííi~I~:} /\:'riili~)\ . 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Bill To: KERN ENVIRONMENTAL SERVICE Post Office Box 5337 CJalcerstield, California 93388 (805)589-5220 In California (800)332-5376 ßUIL1)ING " 2.. SAMPLE. NVM~t7t Œ> S I) ""PLf¿, La ~A-T7bN . 11,)000 ~ ,-- I ~ I \1 '- I I , } ~1' I pu",p ~' fl " I Loe .6-noN..S \ ill Ilil'~ I , W__j3/~ J I \ I 1 I : I ,__, I I I \ I I I (8! I I J I 1\.1 \7 _/ --- 18 1000 Go ~b ,----\ I ~ 1___-1 '2. 000 G- - N U'T1L ,rE:: I , SAtVlS- v- DRIVE: 212'à VNION A\Æ. ~AI(€.2SFIE:t..~ cA Q3305 TAN'^- /lE-f"\QV1f1- p(:{l Nt IT.t; f(têS ~t)ß Jot '1"\ 3300 ~ ~ IA ,... N ~ CII? -- .... .... <I( U =>~ :r>~ :Y)2 .......:. <I( <.DU ..f)£; Y)f :r>~ N o CO CO ~ N " 8 CII? -- a:: w I- Z W U w I/) z o n. I/) w IX .... <I( z o ~ <I( z w :I: '1- .... .... <I( u ..... .... ã: I/) a:: o >- u z w C) IX W ~ W u.. o w I/) <I( u ~ ..- .... . .. - .' " See In,tructlons on ba~k of page 6. Deportment of Toxic Sub.tonc.. Control Sacramento, California Information in the shaded areas is not required by 'Federal law. . State of CaIif~nvironmental ProIectian "gency Form Approwcl OMS No. 20.50-0039 (Expire. 9-30-94) Pfeose print or type. Fonn designed for u.. on .1;'" (l2l'iIdI) typewrllw. 1. GenerataYs US EPA 10 No. UNIFORM' HAZARDOUS WASTE MANIFEST 3. Generator's Name and Mailing Addr..s 4. Generator'. Phone fl!J:J. S. Transporter 1 Company Name ... 6. US EPA 10 Number . ~ 9. Designated Facility Nome and Site Addres. GI4Jow £ÇtVv/~IJ'M~ /5'tort> 0 reD ""N' E«CIIt<.. '?~. 11. US DOT Description (including Proper Shippilg Nome. Hazard Clau. and ID Number) G E N E R A T o R °A!()Ñ- 2C.4 IlY()~ocl1lhJw b. Al.t1 ÞOv.l W~ CoN'T1f11 WAffit/J l tQ ~IÞ ~~) c. þ d. 15. Special Handling nstructions and Additionollnformotion (;J!!,>..,fI/ ~~I}'rf.~ }005"1 ~ o 0 16. GENERA TOR'S CERTlFICA N: 1 hereby declare that the contents of this consignment ore fully and cXcurotély desénbedabove by proper shipping nome and ore classified. pocked. marked. and labeled. and ore in 011 respects in proper condition for transport by highway according to applicable international and notional government regulations. T · A N S p o · T · · 19. Discrepancy Indication Spoce F A C J L I T Y '. ~ ...,... "..,"'^ ...... DTSC 8022" (9/93) . White: TSDF SENDS THIS COPY TO DTSC WITHIN 30 DAYS. To: P.O. Box 3000, Sacramento. CA 95812 IC~!S P.O. BOX 5295 . BAKERSFIELD, CALIFORNIA 93388 (805) 589-:5220 NON-HAZARDOUS WASTE HAULER RECORD TO BE USED FOR NON-HAZARDOUS WASTES ONLY Well, Tank No. Field or Area N<? 1143 4 0 1..'GENERATÖI{:::":¡f\',' (Generator Must Complete) ÆtI~ q~~o5 Date Title .... TRANSPORTER'~:,t:"¡;';f ,- < > ',~ - ~ _ . ,'. '.' ',., ",,\ ,_.: ' -; ',- _ r" Name 7-f T Address I b ()O ... ~J J2.. D City, State, Zip ß/I ~IC-(,j)_ ~ Phone 3tJ1"07C:¡.s 1~'!o 'I Signature of Authorized Agent or Driver A--'::" -'6 ,,~ Date 3 . 'Z~. c;¡- .' :DISPOSAI..~,FAC!ttY':.: (Facility Operator Must Complete) Name City, State, Zip eð2J-~b1 d Agent t WASTE TO BE DISPOSED ~ Type ~&RolM"t) TIàN1C.S ríf' Generating Location £'AM i- Special Handling Instructions: o Gloves 0 Goggles 0 Other Quantity :2 - TANJ<~ !.\. DESIGNATED FACILITY &7' Name GðL1)&N -"71-'n- ~ ~. Address Loco £. tlîJuwMfò , City, State, Zip EA)(E:l.Ip~ø.... ~ '~1 Phone e \O(~~ Ticket # / Unit No. Pick Up Date J-'2..'2..- Cf..s; DAM o PM Time NOTE: This form to be used in lieu of the California Department of Health Services Hazardous Waste Manifest for NON-HAZARDOUS wastes only. REMARKS: PeltM1T ~ e o uantity Received 3 Time DAM o PM DISPOSAL METHOD: o Injection o Surface Impoundment o Landfill 0 Other F?etL:rn CC,CY To: GENERATOR UNLESS OTHERWISE SPECIFIED NOTE: It is not necessary to send copy to Dept. of Health Services. NO HAZARDOUS FEES SHOULD BE LEVIED ~.. 5/90 GOLDEN ST. METALS, INC. P. O. Box 70158 . 2000 E. Brundage Lane Bakersfield, California 93387 Phone (805) 327·3559 . Fax (805) 327-5749 Scrap Metals, Processing & Recycling Date 3 Contractor' License No. Contractor's Phone No. LICENSE NO: q ,A 11lJP:D TANKS RECEIVED QTY GALLONS 250 SERIAL NO. NET TONS .14 {{'\Z1:::(()}:: .......... ..........,.,'....... ........,...... TOTAL :¡:¡::::kit:::::fl:::fit:::j:j:::::j:::¡:¡:::::j:¡:j:j:jlfj:::j:¡:¡:j:¡:¡:::¡:::::::::::¡:::¡:j:j:::::f "",' 550 ..... .24 , , .... ..,.. ,.""," "., " ................................,.,.................................. ::::::::::::::::::::::::j9Þ.~::M~lC:::m:f:<t;~~ 1000·6 It ,61 .. .. _ TAN~SPECTION ~EAN & DRY (ACCEPT), OR D RESIDUALS PRESENT (REJECT) 3000 1.32 DISPOSAL FEE :j:j:j:::¡:mrrm:rrrr::r:j:j:j:j:j:j:j:j:¡:j:j:j:::j:jl9:Mj:::::j:j:::j:j:j:::::::j:::::j:::::\:::f/ ,,""",'," 'üum) 5000 2.42 :::i::::i::::::/::::/}://::/::::::¡::::::Ji:i::¡::¡¡:¡MÆ@::¡::i:UJi:UiUiiU:i::::::::::::\:::::::i:iU:i:::i::::::~;~~J¡¡:H: 7500 3.28 ::::::j::::::::::::H:::/:::::::::::::::::::::::::!::::::¡¡::¡::::::::M9M::n::::::::::::¡'¡:::!jj::¡'¡:¡:/:::::ttL:::::::::}:::::::::~;~4:::/\ 9000 3.82 :j::¡¡:¡:::::f::::l::::t:::f::::::j:¡:::j:j@:::¡:¡:¡:¡:¡:j:¡:¡:1R#~~j:j:j:::¡:¡:::::::::::¡:¡:¡:::¡::::::f::)::f:::::::::(::::::j:::¡:::::::::j¡::j:::~;M:::::::::::::::::¡::: 12000 4.93 :::::j:::j:r:jj:jm::rjr:tjj:j::m!:!j!ê!~j::mm::j:j!?!!:::::::!:::::::!:j:j::::::::::::::::::rr:::rm::::::u»:::::::::::::::::::: LEl READING OXYGEN CONTENT SCRAP VALUE OTHER TOTAL CHARGES $ TOTAL All fees incurred are per load unless specified. Terms are net 30 days from receipt of tank. Contractor's signature represents acceptance of terms for payment, and confirms that tank removal complies with State laws. CONTRACTOR'S SIGNATURE WHITE - Contractor Copy . YE - File Copy . PINK - Permanent Copy . . ¡ I ( I -II: ¡- ; LAB :ATOAlfS : ,I ¡ , lœRN~¡: :RONMiN'I'AL SER.VICBS ~ 0 !~33' , ÞA1œRS IBLD, CA 93388 ~ttn: I C. CORNETT 589-5220 i i romp,.: Ðeecription, ~ampliÞ9 Date/Time: 05/12/95 . I ' ~ I .. : .' ConstJ.¡I;uents : I, I' otal ~etroleum HyØrocarbons I . , I ¡ , I ! I I ! I i I I I I I I i I I Total PetrOleum Hydrocarbons page 1 Date R.eported: 05/16/95 Date Received: 05/12/95 Laboratory No.: 95-05716-1 SAMS-tJ-DRIVB TANK RBMOVAL: A-1 (GRAB) SOIL - 12' FROM SURFACE UNDBR WASTE OIL TANK LOCATION SAMPLBD BY C. CORNETT MethOd Samole Results I.Znlli P.O.L. Method 190. mg/kg 40. EPA-U8.1 I I I I I I I I I I I ' b.lif~a D.O.H,S, COr<. IllS' I 1/ I~~~ f, ;"~"':~t B~;~iø= ·;q~~i,.,¡,·',;,~,:(,·')~Iii[¡¡)~iè¡i~ . '';¡:', i I I, 'J . "~ AI .Jw1B útad ¡i this report lite lor IIw BIIdu&iVe 1180 0I1IIe IUbnIhIInø party. IC LaDOIItOI\et.Inc. "'\1H8 no lIIiIII/IdIWy for report .lterallon, upataIion. delacllnlent Ollhlnl IBr1y i~ ! 41 QO Atlas Ct;, . Bakersfield. CA 83308 . (805) :=1:2'7-4911 . FAX (80s) 327-1818 , , . t H.~~q~;:;1i.,r.·:r::~t1 ·~/~~~;.!' ·"··~~l~!I'¡' t~~\IH""" ~I , ~~~!!~~~~?JU! "~¡¡~f!.~ ;'1i¡~~J " ~::Î' i¡t;¡ii;Æ$iW1i¡ .""..~. I.", ';1;~;~::¡¡,~ ";\¡~~;1¡f, ·~t~\}~~t : ;~ti{~~l!~!,:·~:·~~i 1'~I·t,....,·"u· ""~r~Nf ';'¡:l~~¡i! èØ'd £Þtl.68S 01 . '::>NI 'S3IèlOltlèlœl:n:)8 WOèl;: . "!~¡r-i.'&~ '~:~ff~! ,.. ··¡..:w:.,1.'¡."'-:l¡í""I' ';;':.:i£!'l~,i:':'.I\,'I:i' "qu~¡ -I ~;1f~f~:EfrH:;;¡!; ~(.{"~I'~: )Ftt!~ """1'1\\1:,:" ';''1:::f'' ':~':~~ij~~: ..£¡~ :~ ";f~~~ 'i;,,¡~;~~~ , . ,.~ .::( ~~,~,-¡r1j;i;¿t¡;: :'JQ ,lr~!:;¿:·~'L.': , ç~~~~":~~~Q1\~' '*;i~~f~ ,,,, ~ ',j~j'~'{t'I.~'- ':~'if~~~~ 1~~!11~i .~~! !¡:~¡¡f.¡j f,'~1¡t~ "~jU; "¡it¡~~ 'a:'~7:·I:.':';:"'''·: -'.'\fi:~ ,·..4'.it. ';~:'I'!J¡¡~~t~ ·.7·~t ." ¡if¡;;lli¡~:!.¡¡i .~;;~\ « WdèÞ:£Ø S66t-9t-gø -, Job N(I. Oir.nr Name: S.4M (- v - OR \\,(., ii51IT~~;;i1!.\~k~;¡rÍÎ~¡;:i\Çipjí~fKì{¡}fLtf#fi~$~ Wi¡;' ~m=:tg¡~~rH~ijmiJ. -:-~~.. ~ ;).~::·~:'Htij~"1~1~~ ~~îŸ ~.:,:;~" :: ,,}.j"'i~·ro\" .,,": .~' ~ ProjtXt KameT/tt"h .e Ei"\ov 4'(. .;:*...:, 8~"Ü~)i'" "Ÿ.1~ :'" ~;~ . :«~~;i~.,~';j .W ... .J)i~ J¡~st~~~!.·!1P" :"': ProitXt Mana¡cr C C:>Il..I\.tJf'1' SampltoJ:(5) C . Co liNe. .,., ....w~.... .~ .£-: .~ "4C. . " , Ü¡f !~i\$iBJ\~r J ~~..':~~11~ii ~~1~ ~";';."";nll·f.·~"··· -" ........ ~~:·~~t ~~l:¡'Ha'~' *l= ~SiíØlplC: t ~I~m~¡,¡ . ~t~~ : ~N ~ ~ ;Zg!~ '+)~Nia ~..A." t~ ~11t.. . e::~~ . ^ ¡.: ~.::~£:~ ill.... ._, . ~ ~~. ..'l:'A' .,.' ti _'- .. f{ ~t!i::~~~*:1~: '5~nijr3êtn ; ~pT¿cF , "'::i . ~~~. .~ ~ ~¡~~~~U'h iñ~~~.. . U ,.~,.,: . t~iJ.{j ~f~ir . ~";li~t~ ~ ~r~~ <:·<~>,,¡,..,.é .~..~~~~.~. ~,. . . . .' . . . : ~~.~ ~ -~~~ : :~?:=:.;I:,>¡f. ~,~ d :<;~tiœ A:.. ~·IZ.-!.S C j) .4.l2 ,Ç'OI<" -fL· cM~ -~~~'" v~ I X . ~IFR) ßV1 TW~_" ! -....~,... 6'"t c.. r,,~ '- . """77,) ^' Ð~ WFf)J.~I~ . : '. ~ ... .' . .. - " " ,'. : . , ~ '¡~~~~ml~ "~llï!f~li1fUftqb ..~~;~1[: ~¡¡~i{~ ''-'ith~ jmllfl~1~- ~~~~:~:~~ ~~jl.~~~tt¡ ~t~i~t~i~~~11J'~ffl ,«.".""",.. ¡¡¡¡i>J.1f1 .~~:-:~ ~r~;.: ~::;"~.¡..'~..:.:- ..\<i'v .... :d~' i,i.qf¡,;,nttH~~~· ; ~m . ii :,:+t~~'t.. nclinqu~hcd nyh ~ ---- ~ -f ~-I'2.- ,( '1/: It> " ftœå'md By ...l.if.' ¡ IA ~ () oi~t1 r\. I II ~e" LOjQ~ S/\,~ kJt~ f.c l'/Ay1... 'fill" v ndinquWtcd By Rttdval 01 , RdinQuW1a! Dy . ~ By -_. d .- --, .. n ,. -.-- --.. __~~~~~~~~Yl4~ô:ti~9n~~1 -- YI\:> ~ NO .. .-.- -..-..--.-.-- ,., _.u. .. . ..--..--.-----.--..--.---.-.- -------------------..--------- -, n ._- 6710 CHAIN OF CUSlUDY RECORD ~0k-\ø~ ~ I ..... (TI I i !;J ~ ~ ~ tIj (') r I ~ m (f) ~ ~ -i o æ -J ..... ~ w -0 IS) w 81" To: KERN ENVIRONMENTAl.. SERVICE Post OIIieo Box 5337 --,·----'----------·-·-·----ïJãkë~fióld,-Cã/ilõmïa933lJØ·-·---------'----.-----------.--.--------. {805J58ø.5220 In Cai¡ïom;a fBOOJ332-537G .. -- ..-.. ~ _ -. .-. ----_._--.- _._- -...-. BlÀRSFIELD FIRE DEPARTMENT '. . HA!rRDOUS MATERIAL DIVISION ~ 2130 G Street, Bakersfield, CA 93301 (805) 326-3979 TANK REMOVAL INSPECTION FORM FACILITY 5AM'~ LJ t>e..\ve.. OWNER CONTRACTOR ~ E:S LABORATORY TEST METHODOLOGY .L¡. I~.I PRELIMANARY ASSESSMENT co. cO2 RECIEPT ADDRESS NE C-t2A. &1<ãr4> Uv'\,t.n'^ PERMIT TO OPERATE# CONTACT PERSON C¡g.ø.~ ~"V\e *' # OF SAMPLES i ~ I').' CONTACT PERSON LEL% O2% PLOT PLAN ~H-tt ~T. 8,~ B 0lliJ '-\ Sf\i"'\!>L,t LDel'lno/\I CONDITION OF TANKS CONDITION OF PIPING CONDITION OF SOIL COMMENTS I ~\LÞo~ oè0.~\..ìfX'\A,\. 5Q,~~Q., (j¡J \i J 1~&J.e(2. ~f'~\J/I)L5 t.A lA~ì~ Vi' -þAV\\..I \~o,~ ~I)V' {Y)c,,~ \.4..1\A;~ INSPECTORS NAME ,/ ~14 tù_",j~ / -Sï \1- '/q~ / . DATE SIGNATURE Permit to Operate Underground Hazardous Materials Storage Facility State I.D. No. 150008,rf;uu_- ~'3+FWifjiþ~:;,;:;E~rmit No. 457 CONDI TI 0 N:S::::}:ci::'1!PE:RM:j::'¡::··:··:IN::;::REV ER SE SIDE Tank Hazardous Number Substance 01 UNLEADED 02 DIESEL 03 WASTE OIL !'" Issued By: Approved by: ..... ..... .. ..... - ...... .... ..... ........ " . . ... . .. . . . ' . . ... . . .... . . .. -... .... . . ... ..... ..", ,.. . ... ... '- . ," ... .. . ." ... .... .. ... . .. .... .. ,- . . .. ........ ... . . . .... . . . . . . . . . .. G álfori<\<>:;>'; . . . . ... . . . . c.~p~ç!!y:/// · . . · .. . · . . Yearpp '. ) iT ank I rìšlåjì~a ........ :.: iT Y P e Piping Piping Method Monitoring SUCTION L TT SUCTION L TT GRAVITY L TT' p · p P' .. . ... ,. "," ',' ..........',.. .. .. . . . .. . . . . <:T~ñ~\P:\ Piping M 0 ri¡~qthig'\ T Y P e . . . . ... .. ":1d~'dQQm./.... .. . "' .. ··..·2· '.' .... ... ... .... . . .. . . .. ,". . . . . . . . . . :.:....·,000 :...: :$00. '::\ ......... ',......... ......:.;.:..... ':'. .:-:.;.', ..... .. .... ... . ...... . .. .. .. ... ,- :<1962:::.: ::t.JF:;)SWs MIR!rtr········::·::·:.SWS ::··'1982;: ::utSW~fT·;.:.\...MIRriTI· :>iSWS .. :.~'~~:. ·....:i.·.t.....SWS::::.::~IRrtTT ····)SWS ... .. "". ",. d. .. .' . ". ....-. .. . .. .... .. .. ... u .... .......... .... .. .-....... .......... ... . . .,.,. ......... .............. . ................ ...... ...........,............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ . .. · . . . . . . . . .. . . . · .". ..... · ..... ... .. ..-. u .... . .. ... ... . .. ..:-:...........>. ".;.' :', . ..,....,.: ........ ..:'.": ;.:. '~.CòQqi.tiØh~::~u.þj~qtto chal'Jg~jn.løgulati9Ô$~:..} . ..... .... .......,........ . -.. . . . .. ". . .. . .... .... ... ..... .. P' .... . ... ..... ...... .. .... ... .. . . .... .. . ....... .. . ....... .. ....... . ..... .. ... .. ......... ," ..'. . '.... .............. ... .. ........ .. . ... ... n ...... ... .. ... ....... ... ...... ... - . .." ..... ... .. ... . n. · ... . ... · . . ... . ... .. ...... ... ... . . . . .. .. . . . ......... .... .......... .. .. .. ....... ... . ....... . . '.' .. . . . . . ..... ... ... ..... ... . Issued To: .. .~ .. .... ... .... .. ..... ..... ..... ............... ... .... ....... . . . . . . . . . . . . . . . . . . . .. . .. Bakersfield Fire Dept. HAZARDOUS MATERIALS DIVISION 1715 Chester Ave., 3rd Floor Bakersfield, CA 93301 (805) 326-3979 ... . .... .... ...... ...... .. ..... . .... .... . ....... .... . . . ...... . . . ........ ... . ... ... . . . .. ... . . SAM & STEVE GREENBURG SAM'S U DRIVE 2122 UNION AVE. BAKERSFIELD, CA 93305 · . ...... 4+,1 ~ Ralph E. Huey, Hazardous rials Coordinator Valid from: 12-22-93 to: 12-22-98 FACILITY ~~ Ù ""~Ùu.p _ ADDRESS ~ \ ~'L u'^-~"""" ~\IL..- OWNER PERMIT TO OPERATE# CONTRACTOR_~ E~ CONTACT PERSON C~\A~ Cö'IMO- ~ LABORATORY----fi', # OF SAMPLES 8 TEST METHODOLOGY 11Ç1,,\ ,Î/it,,\ IPAÅ¡ I())(' PRELIMANARY ASSESSMENT CO. ~~~ CO2 RECIEPT v' t- ",-~ . -- ~RSFIELD FIRE DEPARTMENT HA~DOUS MATERIAL DIVISION 2130 G Street, Bakersfield, C~ 93301 (805) 326-3979 . TANK REMOVAL INSPECTION FORM CONTACT PERSON ~~ (,.,e./A..t2.~ LE~% 0; n., () O2% ...1"0 / PLOT PLAN 'i t> L ~ '" 3+fW\(.!.$ ~MC>"4-1 ?e~M;+ ð ) ~ S~oR1', 'R~ :l,OÞÞ G TANW. \ EJ -c:::::!) ~ 5110 P <:!i--117,001\6 TAN.(. I,OODc.~ __ n WAblE OIL U O"F'ZLE 2.~ - ---- - CONDITION OF TANKS f.''''''~ . ~~ ~ ,ltJ.,~_...,¡<. ¡r-"'« ../ - . <'I' ' Ð~\ ~l<.. L.......l ..'" I·...~ 'A2 .,,,/..~1 . /..¡"'" ,~ ... ða..- .. L.. _ l.....- CONDITION OF PIPING ~k CONDITION OF SOIL I) ~_ 1J.e.k .:1 ,^~.e.L !µ~..(~ 11:/ f~J<._ COMMENTS r:.:t ~;~,~ (:i. ..') '"''''' .¡~'" "...d~. '11.0 9,DM 8 fA~kA< ;l{ /€,~~L ,. ,It\, ____ _'1-___ 3/,.2/9 c;- . ,\ DATE mtle.~ ":Jij,,ê~ . .~~.¿f~__ INSPECTORS NAME SIGNA1'URE -- . .EMIT,fjf.- ()/ dO BAIŒRFIELD CITY FIRE DEPARTMENT HAZARDOUS MATERIAL DIVISION . UNDERGROUND STROAGE TANK PROGRAM PERMIT APPLICATION FOR REMOVAL OF AN UNDERGROUND STORAGE TANK Site Infromation Site Address 21'2.. 1-. UNioN 4\IF FacililtyName Ç,AfVI'£ - U- DillJf Tank owner/Operator SAM'! - u, DJlWE- MailingAddress '2..17...1.. UrVIOJV' AlA. Zip Code 9 ~~oS APN Cross Street t'A-rr 2/.5.1'" ~Æ«-I Phone (~05) 3'2. 7-7S(;. \ ' City P-.M({~PlfW Zip Code Q330S Contractor Information Company KE/ùV ~(I.j¡jlllo^,.N1~N'TA1.. ~.- Phone .5 8"iI?'5'Z.2.0 License# L{ 3~7_~ '2... CL4ß A Addres~ P o. 80 x ç; 33 7 . CitY&4kH:Ç~U)Zip Code Cf ~~Q Insurance Carrier p:> L/I1,1,J ,/ v../Jt'U7t Workmans Comp t l.Jc -S Y1. -2. ~"l I Prelimanarv Assement Information CompanyJ(GU £Nl/æDf./IV1C:~ .s,Phone ~ ~...S2'Z..o License# '-t) 1.·n.1- c. L~SS A Address P.O. ßo~ S.~:37 CitYß,{SPLO Zip Code G}.33b' V Insurance Carrier TðLMAN I W/I(~£ Workmans Comp 4#: vc. "'5~'2.-1.\H.\ I Tank Cleaninq Information Company 1<'(; RN [£(I/..Itllo,.J,Yt{,/llT11'f- sr;:,eVlCf Phone (; M- S'ZZ.o Address P.O. ßDX :S33ì City R/ðFLD Zip Code C:¡33~'i' Wate Transporter Identification Number CIJ D "I ~'Vi9~boR Name Of Rinsate Disposal Facility r; !/lSt>JV Ç'J\/vlJ2ð¡JMéVTe-t- Address~:"'\ll> OF CoM~~4(, ò/l.. CitYß/(',ÇP-LD Zip Code Q330&' Facility Identification Number ChI) CfRð ~S?.:?. \77 Tank Transporter Information Company 1<V5 Address P.O, BoX S3.~ 7 Tank Destination GOLDc;:,rv Phone 5 ~O¡.:-5'2:7_c.:> City Btt.!FvD Zip Code Of 33S.e S-'TA!T~ Mf-'"i1Ø{...S, I~k ~ fLD ~ ( r Tank # age Volume I ~ /0000 '2.. ~ 2.00 ù -2> ~ 500 TANK INFORMATION Chemical Dates Stored Stored G 19& Ol.!NE (,,)IES~L W1}5'1t OIL 1"1 ?to;' +.. 1""1 frD IS ....... l ~ \("D 'c;, 'Ît) Chemical Previously Stored Pf{-fl,J'r £ 4M ~ ÞJlJdEtJT II J:> 12 f-.HN'T \. For Official Use Only Application Date Facility 4#: # of Tanks___ Fee$ ~e applicant has recieved, unc1erstanc1s, anc1 w111 comply with the attached conc11t1ons of this permit and. any other State, Local and. Federal regulations. ~is form l1&e b_n completed UDder penalty of perjury, and. to the beet of 'I1I'f Jcnowledqe, is trUe and. correct. ~~ CRAft. Cn..^~ pr ved' Applicant Name(print) THIS APPLICATION BECOMES A PERMIT WHEN APPROVED d .¡i!"" ... ~ J (, ,_ 'J \ ':../ ~'l/ e v , !S~(: \.. . 1.6 1-!-7 -- - \' \ Cr. ~ L__ \ \-IOG 1ruJì, : I , p~~?~ I 11) ~\ -~ r---, , , I I J ç~,) 0,u, l fi,..)\ \ - , Cft '''fJI''Y C> tk I ~/.'\ f-,í) t 3\ )<,,1:1 ¡; )~ X'1':. ð"Y /1,) :. ,",*'~ '2. 0 \ (,-.}\ I b ~ c.... r " [(0 --1!-' !.of Î CJ 17 C '-" "11 J '2 '-J..j~ II;~ Permit to Operate Underground Hazardous Materials Storage Facility S tat e I D No ( ç- Oðó ~ ....::,:::.:):::::::"1'::;/:::;:::::;:::;:::::::::::;:::::~::;;;~~;;;;.~:::;::;~:;~:::::::~;:::::;;::?:::::::;:>;:>;;::::;;::::;:;::.:.. Per mi t No .. · . .,::::::{:t:::[:lJ]·;:;¡;;i~;::¡;;;;:t.::· ··::··::::::::!~:\;!.:~::::j¡¡!::!iri¡t,..J':·:j¡~~·;::::¡¡¡¡¡i::::::::~t1i;¡¡~:~~:':;,;;::'::~:::::::::::::::::;:h · S':':":::': ............. ":':'::::::'. "..·····..···,··/':··M·"~·······,··,,·,,············ ::~::·N··"......·····R'···:·:· VERSE SIDE CONDITI 0 N·\,i::ØI!:::::::::~E·R . l~t;;::;':'::'*;::;;:::;::E .:;:-::: ";}:" .,.:::-I;::\.:.....~:.,..... ·'\~':::t·.. :.:...::.... .:.:>::::..\::: ·',:.t<. .;..:....'...;::;; :~I~\\': .... ".' . $t~: : .':.'. .:.:..". ~ Tank Number I · 2- ~ - Issued By: Appmved by: l.'¡ S 7 -IS;-ð ðo ~ c . Hazardous Substance Piping Method Piping Monitoring ).. ,. T" uV\/<,~·",/('t S uc'/'(y\, í() 'e se- ( ~ .f ~lJc... ·fe........ L7-T Wcsle.,. 0.( .. .$' \ S .:. . ", \...ÞJ ,',", . - (J (;...J . J,¡ LTT ,,:', ',:',' .... ", ".:. ,., '" .... . . . " . . . "... 'i;,è~a;,!!iY \\;~~ jf\yl .'~;~?~~)ß1~~r;;il11,\w.:ued To: Bakersfield Fue Dept. ..:...... "H/ -'./::.:::"':"':::"'::::"':::';,-:: /lL..":'./:/::::··· $~~ $- HAZARDOUS MATERIALS DIVISION ':".:::,::",..:{,:,{;,:::;:,,:::.(,;:,,:.::.:::.,.,:.:..:;:,.:.:..... 1715 Chester Ave., 3rd Floor Bakersfield, CA 93301 (805) 326-3979 <' I .-:. <"~ ."... S. S·( cve, G r ~,/:)\.J(j U Ùrl-/:::"" Z(~z.. UV\'u-'"\ Av q?SOÇ Ralph E. Huey, Hazardous Materials Coordinator . fì /'7 '~7 Valid from: v~C!t '. t. ~ ..:> () ~) ¡ r"';'t:; to: I ," ( l ( ... . . CITY of BAKERSFIELD "WE CARE" October 3, 1994 FIRE DEPARTMENT M. R KELLY FIRE CHIEF 1715 CHESTER AVENUE BAKERSFIELD. 93301 326·3911 Rich Hardesty Sam's U-Drive 2122 Union Ave. Bakersfield, CA 93305 Re: Results for tank tightness tests performed at 2122 Union Ave.¡ Permit # BT-214 Dear Mr. Hardesty: As to date no results for the underground tank tightness test conducted on 8/14/94 at your facility have been received by this office. Section 2643(h) of Article4¡ Chapter 16, Division 3, Title 23 CCR. states that tank owners must submit any tank tightness test resul ts to the regulatory agency wi thin 30 calendar days of completion. Please submit the results within twenty (20) days from receipt of this letter. If you have any questions regarding this matter, please contact me at (805)-326-3979. Sincerely, ctLJ<tLu~ ~ - Howard H. Wines, III Hazardous Materials Technician HHW/ed 0IL16/f!4 10:08 'ð'R05 :326 05 i Ii III,) 11:\/ ~I:\I Dr\ l{lj (JU¿ e . /7/Ç' (~-r-r~ BARERSFIELD FIRE DEPARTMENT HAZARDOUS MATERIAL DIVISION 2130 G Street, Bakersfield, CA 93301 //0 TIGHTNESS TEST ~,~o~4 FACILITY SAM'S Lt lh~\V£ ADDRESS 2122 UNIO"¿ AVE. PERMIT TO OPERATE , () 2. ~ , DO I OPERATORS NAME 'RICW ~A.1trH~..sT''t NUMBER OF TANKS TO BE TESTED OWNERS NAME SA~'~ U bR\'IJ€: IS PIPING GOING TO BE TESTED____ TANK' --L- ~. VOLUME If), (')où 2. I r)D ð CONTENTS U~LEA1:*:D h\ ~s6:L TANK TESTING COMPANY R tt>Y\lI#JE. TEST METHOD-Ð()~~)~~ 52.'/- qtÉ:.t<.. ': ADDRESS P.o. B.ox '5'- 7 ßI\t<.e.~F\~LÞ q3,3o q NAME OF TESTER1:L...Ml'.. CART\-tý CERTIF:ICATION f STATE REGISTRATION t~Obl / qt.. , DATE & TIME TEST IS TO BE CONDUCTED ~ II~ ~ :Do õl t'Yl i?diu APp¡¡d BY' I~t : d:J ~/VES 8'12..-<:;4 DATE ,J)IMJLl·· ~_ SIGNATURE OF APPLICANT F'A>< ~ ß2 to - 0 '-l~.3 ~~ ~~~~~~~~~~~~~~~~~~~~~~~ ~~¡I~~~~~~~~~~~~~~~~~~~~~ ~rêËRilï=¡C'ÀT'E~ÖF ïÑ~TEfGRITŸ'~ ~ ~ ~ ~ ~ ~ I~II II@I ~ ~ ~ ~ \I~11 II~II ~ ~ ~ THE UNDERGROUND STORAGE TANKS LOCATED AT ~ ~~ ~ \I~II SAM'S U DRIVE, 2122 UNION AVENlffi, BAKERSFIELD, CALIFORNIA II~II ~. ~ WI HAVE BEEN CERTIFIED ENVIRONMENTALLY SAFE WITHIN WI ~ THE GUIDELINES OF THE STATE OF CALIFORNIA ~ ~ BY ~ WI ~ ~ REDWINE - MANLEY TESTING SERVICES, INC. ~ ~ ~ WI ON THIS THE 14th DAY OF m;uST 1 ~..u~~ ~ e ~~. tfP.~._. ~.' A~~ ~~'f~~~T^,'~/-:i!~~-: ~.~~'-' ;.' ~~¡II ..." ~',''''''_ /Jfì'i'-.,~ ~ · ~~ ATTESTED BY v:¡ì~~A'- . . '7"(~~\;;':'P ~~ U@II ;/3/ ~~ \~~;;! II@II ~ '1~'\ No. 01811 ..¡j:~ ~ ~ :¡~ ~;;~ ~ ~~ CERTIFICATION # 91/1061-94 \.\¡;:_'~l ~1 I~II ~ # II®II ~ ...,fFCAL1f~< ~ ~ MEMBER NATIONAL FIRE PROTECTION ASSOCIATION t",.~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~ 1I@1II®1I1I®1II'®IIII@IIII®IIII®IIII®IIIi®IIII®IIIi*IIII®IIIi*IIII~IIII~III®III~III®III@1III®III~III'®II~ ~~~~~~~~~~~~~~~~~~~~~~ ~ ¡A- ~ 11._ -:1:;';,. . TEST METHOD: HORNER EZV-CHEK I REDWINE TEST1NG SVCS.. INC. PO BOX 1567 BAKERSFIELD. CA. 93302 (805) 326- 0446 CLIENT : LOCATION: CITY. STATE: PROJECT NO.: SAMS U DRIVE 2122 UNION AVE. BAKERSFIELD. CA. TEST LEVEL: SIZE: PRODUCT TEMP: COEFFICIENT: 150.00 ' (SYSTEM) 10000 80 0.0006 X 10000 = CALIBRATION BAR OR LIQUID: BAR 0.025 CHART CAlC (A): 0.025 / 10 = 0.0025 TEMP CALC (8) : 0.0006 X 10000 = 6 PRODUCT: UNLEADED TOTAl LINE CHANGE: 10 6 TANK TEST #: e LEVEL LEVEL GAIN + x(A) LEVEL TEMP. TEMP. GAIN + x(B) TEMP FINAL START END LOSS - x(A) RESULT START END LOSS - x(B) RESULT -RESULT TIME 100 - 95 -5. x 0.0025 = -0.0125 0.160 - 0.159 = -0.001 x 6 = -0.006 -0.0065 B36 95- 82 = -13 x 0.D025 = -0.Q325 0.159 - 0.153 = -0.006 x 6 = -0.036 0.D035 842 82- 72 c -10 x 0.0025 = -0.0250 0.153 - 0.149 = -0.004 X 6 = -0.024 -0.001 848 72- 63 -9 X 0.0025 = -0.0225 0.149 - 0.145 = -0.004 x 6 = -0.024 0.0015 854 .63- 57 = -6 X 0.0025 -0.0150 0.145 - 0.143 = -0.002 X 6 = -0.012 -0.003 900 57- 56 .= -1 X 0.0025 = -0.0025 0.143 - 0.143 = o X 6 = 0 -0.0025 906 56- 43 = -13 X 0.0025 = -0.0325 0.143 - 0.137 = -0.006 X 6 = -0.036 0.0035 912 43 - 41 -2 X 0.0025 -0.0050 0.137 - 0.136 = -0.001 x 6 = -0.006 0.001 918 41 - 31 -10 x 0.0025 -0.0250 0.136 - 0.131 = -0.005 x 6 = -0.03 0.005 9201- 87- 83 -4 X 0.0025 = -0.01 00 0.131 - 0.130 = -0.001 X 6 = -0.006 -0.004 930 83- 83 = 0 X 0.0025 = 0.0000 0.1.30 - 0.130 = o X 6 = 0 0 936 83- 78 = -5 X 0.0025 = -0.0125 0.130 - 0.128 = -0.002 X 6 = -0.012 -0.0005 942 78- 77 = -1 X 0.0025 = -0.0025 0.128 - 0.125 = o X 6 = 0 -0.0025 948 77- 72 = -5 X 0.0025 -0.0125 0.128 - 0.126 = -0.002 X -6 = -0.012 -0.0005 954 e 72- 67 -5 .x 0.0025 -0.0125 0.126 - 0.124 = -0.002 X 6 = -0.012 -0.0005 1000 A. TANK BOT TO GRADE: 122.5' F. DEPTH FOR TAN< SAMPL£: 75.0 ' RESULTS PER HOUR: -0.00100 B. TAN< TOP TO GRADE: 27.5 ' G. TEMPERATURE PROBE DEPTH: 31.5 ' TIGHT: YES C. TAN< DIAMETER: 95.0 ' H. TEST LEVEL TO TANK BOITOM 150.00 ' NET TEST PRESSURE: 4.0500 D. TEST LEVEL ABOVE GRADE: 27.50' I. GROUND WATER ABOVE TAN< BOITOM 0.000' ST HmARD DEVIATION 0.0026 E. DEPTH OF WATER IN TAN<: 0.00 ' J. PRODUCT PRESSURE PER l' HEIGHT: 0.027 PSI TEST DATE: 8114194 TECHNICIAN: McCARTHY CALIF. LIC. NO. 94-1061 ;!If ~/ ~ /~ ,if ,,' "':' þ/ / ,I " --", .'._'_~ (f A'5-'. \ -;:5' - ~ __,J:' . . .-,..-...,---:-;..--' .~ ~-"- e.. /v é' " / ) / . ~ ,- . . .. .~. " ~ " .-=-:.. .,- . - ) qf .¡ I~ - -' í\ ¡~ , ./,J' '. '. b-.'- ../"\~__ --- /r-/·\.~I 'Î-. '_ V I ' / ·rl - ' ,.'. / -. c' ..-.-.--~ ._-- -.--- ---:-'--- --- .~_.-. ---- ._~ ..--., --:-.-.~- /- :»\.- -- ..;~.-:.--.----'- ~--"- ../ .'~'."-- .---.. / ..----:" _0- ___. v " /~ " .- .'\'~- ". :.--.......... " "/ .. .. '··,::-;'·--~'K.:;:< \, _ ~ ............ f " '. -. \. ··.Y ;",0" '. \:1f;..\/" ,-,., , . . . . . :¡ '.( .~ " .- '.-.---.-. . .,-'::- ..- tlfY 97 '.'~~ . "J. ,:-... /. i .-' /. . ,\. ',' / / .' ~ ' In ....-- . .(í) 1ò/ .-' Iµ . v--, l - . --." , r.- \ 'ú!(:r¡1 \ \'--. -\è'Ÿ\.XJ \\ , " . ---, ----. ............ ", '. .... '. ". '.:. " '",; , -", '-" ..> .........:.. '. ,>,,' .- '. ., .- ... ''\ \. '- .//. .--"..... _.--_.~. ., w~..__····. \- ---- ....."""'-.. ----:...: . - ~ . ~' \ -,.... ,I , I ¡ f'"-':CJ) '" ", -, ". " ". ........... .........!., /1 / /v.. ,/ >·~.c ./ /t:>? /~ ~ ~.\0 '\\ \.~\.. . -:-..,'2: í" ...~ ..~ ~ .....~ -. - e INVOICE IRW000038 REDWIME TESTING SERVICES, INC. P.O. BOX 1567 BAKERSFIELD, CA. 93302 (805) 326-0446 TANK STATUS EVALUATION REPÖRT TEST DATE: 08/14/94 ----------------------------- ***** CUSTOMER DATA ****. ***** SITE DATA ***** SAMS U DRIVE 2122 UNION AVE. SAMS U DRIVE 2122 UNION AVE. BAKERSFIELD, CA. BAKERSFIELD, CA. CONTACT: RICH PHONE #: CONTACT: RICH PHONE I: ***** COMMENT LINES ***** WARM TO HOT 80F-100F+ THIS IS TANK 2 BEN DAVIS ON SITE CURRENT ÈPA STANDARDS DICTATE THAT FOR UNDERGROUND FUEL TANKS, THE MAXIMUM ALLOWÂBLE LEAK/GAIN RATE OVER THE PERIOD OF ONE HOUR IS .05 GALLONS. TANK II: DIESEL FUEL 1 TYPE: STEEL RATE: .006472 G.P.H. GAIN TANK IS TIGHT. OPERATOR: MICHAEL McCARTHY SIGNATURE: /ØÞ~ 8/14/94 DATE: -------------------- -------------------- -------- ,..~- e ******* C U S TOM E R JOB NUMBER CUSTOMER (COMPANY NAME) CUSTOMER CONTACT(LAST, ADDRESS - LINE 1 ADDRESS - LINE 2 CITY, STATE ZIþ CODE (XXXXX-XXXX) PHONE NUMBER (XXX)XXX-XXXX e D A T A ******** 00003B SAMS U DRIVE FIRST): RICH 2122 UNION AVE. ******* COM MEN T WARM TO HOT 80F-100F+ THIS IS TANt< 2 BEN DAvIS ON SITE ******* SIT E SITE NAME (COMPANY NAME) SITE CONTACT(LAST, FIRST) ADDRESS - LINE 1 ADDRESS - LINE 2 CITY, STATE ZIP CODE (XXXXX-XXXX) PHONE NUMBER (XXX)XXX-XXXX GROUND WATER LEVEL (FT) NUMBER OF TANKS LENGTH OF PRE-TEST (MIN) LENGTH OF TEST (MIN) : BAKERSFIELD, CA. L I N E S ******* D A T A ******** SAMS U DRIVE RICH : 2122 UNION AVE. : BAKERSFIELD, CA. : 40 : 1 30 180 "";: J.O /'-. 0 !;( er: Lù 2,0 l/) 0 z 0 J- ..J -:( "7 1l_ c.) If) -1.0 ,---' (,) SN: r- 0 n .:J PEAK SH: ,0 50 ßWOÐØÐ38.S0N e 32.52 31 2 I ,', .47 ~I 500 . Cr: TIHE -- 89:52:19 UTA, '. ! n :ì i¡ II :¡ H :¡ , I 'I " l - 1 Ii.. \1\ ' . !1: I d J' I! 'ic, f· : ) I ): ,,):!! ¡ , ¡,¡Ii ~~i ,[:1): r~ ",' ,f t, ",'" ,,< .t "j, ",1 l l' ", ¡ ,J VERSIO" 1 Do :l'I): ;)11:" !¡:i f,iJ¡-;¡\r~H¡: j¡!j¡'¡~ I' .u : : ;.; ;~: ::··t: ~ I'):; - J:.~: ;:::;~;':::~J~}~ :~.,¡. .;....(:.:.;: !i\/"¡ '¡i ",I "HUI i '¡'nr/¡lt11!¡ '\'-fJt'!'i rhHIN (,;\}\,;:r'[~ 1 \ ~'":.o 1~' ····'·r -1 ~ ~ ~:~ -.":1 {: ?n~·¡·t~;. :~ Hr:i:';:-'" !;:':':\'~~f~; ~..l- _.~__.._--....-.-...._.. _~ _ _. 5000 50000 08/14/94 FREQUEI\JC\( (HZ) ~ e -..------- ..---- - - - -- ******* TAN K D A T A TANK NO. TANK NO. 1 2 TANK DIAMETER (IN) 74.5 LENGTH (FT) 8.83 VOLUME (GAL) 2000 TYPE ST FUEL LEVEL (IN) 70 FUEL TYPE DIESEL 1 dVOL/dy (GAL/IN) 16.28 CALIBAATION ROD DISTANCE 1 10.65625 2 26.95313 3 41.93750 4 56.93750 5 74.93750 . ******** TANK NO. 3 TANK NO. 4 2" e ******* C U S TOM E R JOB NUMBER CUSTOMER (COMPANY NAME) CUSTOMER CONTACT(LAST, FIRST): ADDRESS - LINE 1 ADDRESS - LINE 2 CITY, STATE ZIP CODE (XXXXX-XXXX) PHONE NUMBER (XXX)XXX-XXXX ******* COM MEN T WARM TO HOT 80F-100F+ THIS IS TANK 2 BEN DAVIS ON SITE ******* SIT E SITE NAME (COMPANY NAME) SITE CONTÂCT(LAST, FIRST) ADDRESS - LINE 1 ADDRESS - LINE 2 CITY, STATE ZIP CODE (XXXXX-XXXX) PHONE NUMBER (XXX)XXX-XXXX GROUND WATER LEVEL (FT) NUMBER OF TANKS LENGTH OF PRE-TEST (MIN) LENGTH OF TEST (MIN) . D Â T Â ******** : 000038 : SÂMS U DRIVE RICH 2122 UNION AVE. BAKERSFIELD, CA. L I N E S ******* D A T A ******** SAMS U DRIVE RICH 2122 UNION AVE. BAKERSFIELD, CÀ. 40 1 30 ..180 <' , ..;¡ e , I I , ~TöÐT T'M~'A7'dd'?À'A~ '15 t T6t,m' 1 10 "-, LL tn W W Ct: t.1) J:. W ;'..1 o y- o . '-..' w Cl:: -... ~ 0 & w a... ~ w r- z -5 LLI l!) z î D -10 . Cr: i , I I I rIlDDt'NT 'I' INt'· ao· AÁ . 'JfJ· IUI Cr: l{)fm 1 START TI"E:87:44:28:88 ./'----""---- CURRENT TI"E:8B:44:28:88·./'- -~ -~--- ..-"......-----_..-"- ./'-r" -..,.,..--"-- ./'~ ~-- -~ .- _oJ' ......-- ../'-- _-""- oJ' ~./'-----./'--~--- ...r-- -- f::..1" ....,·.,..f,·i',.:\,·-'·I.~··l;t-.(··/,l._.·f-,·./J, _...J""""---- --,.->,.,;' <...,..:....'t'··. --.........._- ----....... ----. ---~------- --....... -------.. ~~ ---- ....... .....""--~~-............. -......-----......- --""--..."..." ----- ----- ----......- --------- ,.. .,....:..../'..1. . ,.",1/ "," ~-"')"'" '. PYA, VERSION 1.28 o RW88883B.TST.l 15 30 TIME (MINUTES) 4.5 60 89/14/94 ~. .. /11> c ~...,. O'tI{... BAKERSFIELD FIRE DEPARTMENT //tJ 4: APPLICATION TO PERFORM A TIGHTNESS TEST :Þí~ ();f ,4 FACILITY SAM·S 11 J)R\V£ ADDRESS 2122 UNIoN AVE, PERMIT TO OPERATE . D 2. 2 , DO I OPERATORS NAME 'FIC~ ~A'Ri)~rì' NUMBER OF TANKS TO BE TESTED OWNERS NAME SAM'~ U DR-WC IS PIPING GOING TO BE TESTED____ TANK' \ 2. VOLUME If') I (') oD .2.,()DD CONTENTS .u,U~L-E.AnED 'D \ E:'.s~ L TANK TESTING COMPANY R£.t>V\lltVE. ADDRESS P.o. Ïšox '5" 7 'BA(.e.RS.F'~l..D q3aD q TEST METHOD.lt()~tJ~R EZ." - L.ûE:1<.. NAME OF TESTER.H.:...Ml!.. LARTHý CERTIF.ICATION . STATE REGISTRATION ,-iJ -1ð~1 / q1 , <ö ,I 14 ) q t./ ~ :OD õl rv1 DATE & TIME TEST IS TO BE CONDUCTED i?di APPRIT BY: I~f : d:i ~/V1E$. g - 12. -c;q DATE it!kM1J1I" ~ SIGNATURE OF APPLICANT FA-X ~ 32 to - aLl 5"~ ,..,. ~ SENDER: - iii . Complete items 1 and/or 2 for additional services. a G) . Complete items 3, and 4a & b. _ . !!! . Print 'four name and address on the reverse of this form so that we can G) return this card to you. ~ . Attach this form to the front of the mailpiece, or on the back if space .. does..,t permit. . .! . Wr"te "Return Receipt Requested" on the mail piece below the article number. - . The Return Receipt will show to whom the article was delivered and the date g delivered. 'C 3. Article Addressed to: G) - G) Õ. E o CJ en en w a: C I also wish to receive the following services (for an extra fee): 1. 0 Addressee's Address 2. G) CJ 'S; .. G) en ö.. ëii CJ G) a: c: .. ::I - G) a: C) c .¡¡¡ ::I 7. .. o - ø"j . V.' 4a. 2122 UNION AVE. 4b. Service Type o }egistered 1M' Certified o Express Mail STEVE GREENBERG SAMS U DRIVE 8. ::I o > nly jf requested ..II: c «J s:. I- .. ::I o > PS Form 3811, December 1991 *U.S.GPO: 1992-323-402 DOMESTIC RETURN RECEIPT !£ Official Business - ~---....... -- -- .-----.~~:.'<\V- " ~.....~.,._è',.".._ . ...~... .......r.'8",""',.,~\!-< PfNPìCf("FÓ-FfÞRIV ATE USE--~'AV01b PAYMENT . ._,OÞ-PeS'TAGEò $300 ~~ ~- -.:J U.S, MÀ'U_ Print your name, address and ZIP Code here -( '\ - i City of Bakersfield Fire Dept. ~ 1715 Chester Ave., Ste. #300 ! Bakersfield, CA 93301 , UII 11.1.... II ~1.1I"'I'IHlllt \Hi It 1I,11I,¡I,lllU;I,I,;. i .UJ P 390 214 225 ~ ~ - UNITED STATES POSTAL SERVICE Receipt for Certified Mail i;/' No Insurance Coverage Provided Do not use for International Mail (See Reverse) Sent to Street and No. Certified Fee SP'ècia~Fee Restricted Delivery -Fèe C;; Return Receipt Showing 0) to Whom & Date Delivered CD Return Receipt Showing to Whom, c: Date, and Addressee's Address .j ., TOTAL Postage $ Ò & Fees ~ Postmark or Date (W) E :5 u. (/ STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST CLASS POSTAGE. CERTIFIED MAIL FEE. AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES IS88 fron~J. ~. 1. If you want this receipt postmarked. stick the gummed stub to the right of the return address leaving the receipt attached and prasent tha article at a post office servica window or hand it to your rural carrier (no extra charge). 2. If you do not want this receipt postmarked. stick the gummed stub to the right of the return address of the article. date. detach and retain the receipt. and mail the article. 3. If you want a return receipt, write the certified mail number and your name and address on a return receipt card, Form 3811, and attach it to the front of tha article by means of the gummed ends if space permits. Otherwise, affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested, check the applicable blocks in item 1 of Form 3811. 6. Save this receipt and present it if you make inquiry. 105603·92·8·0226 ..... Q¡ ::- Q) ~ ... en en Q) c: ;: .., Ò o IX) ('I) E o u. (/) a.. ~ e . ~ ( CITY of BAKERSFIELD "WE CARE" August 5, 1994 t FIRE DEPARTMENT M, R KEllY FIRE CHIEF 1715 CHESTER AVENUE BAKERSFIELD. 93301 326·3911 Steve Greenberg Sams U Drive 2122 Union Ave. Bakersfield, CA 93305 Dear Mr. Greenberg: NOTICE OF VIOLATION - SCHEDULE FOR COMPLIANCE WARNING! THE PERMIT TO OPERATE YOUR UNDERGROUND STORAGE TANK(S) HAS EXPIRED AND WILL NOT BE REISSUED UNTIL YOUR STORAGE TANK(S) ARE BROUGHT INTO COMPLIANCE. Our records indicate that you have not performed an annual underground tank system tightness test in the last year. This annual tightness test was a condition of your previous permit to operate which has now expired as of June 30, 1994. Herein, you are granted a conditional authorization to continue to operate your underground storage tank(s) for the next 30 days. During this interim, you must submit proof to this office that you have arranged for the tank system tightness test. A valid permit issued within the next 30 days by this office, to perform a tightness test at your underground tank site will satisfy the interim condition. If you do not respond to this notice within 30 days either by providing proof of an annual tightness test performed within the last year, or obtaining a permit now to do so, you will be required to cease underground tank operations until compliance is achieved. If you have any questions regarding this notice, please call the Hazardous Materials Division immediately at 326-3979. Sincerely yours, ~ .¿tø#@~ Ralph E. Huey Hazardous Materials Coordinator REH/ed _..... ... ( .J,. ..J~.,J i\ .:# (.J.1U;J:;....J...Ji4- :;'141'1 ;:¡-U-Lit«l vc:. - t-'AbE 01; e Q $\&te otCanfon\ia S.... W.~r Reaourca O>øtrol Bo.vd .t. . CERTIFICATION OF FINANCIAL RESPONSIBILITY J./NINa P ... ........, ,....., UN 0I0Ip .'t " '. .. .' ' . . . ." ' ,'}~·:Ù"::{: .:< . ," .' UNDERGROUND STí A. ... ,..quired co ........nla y...MiaI J......ulllit)' Ia &lie "qui,.... __1& u ....aitlM Ia Sew.. %1107. Qa,.., I" OW. J" Tw. U. CCR: ~ 3CCI,CIDO...n.n pe' -- m l.ìIioII................ _ ~D _ o a.wMlIoUan pe,.......- 0 %.œ;...............,..Pu a.CHANDLER ASSOCI8TES. a Cali forni a "''-'''ycertillathlltlls In~ tfihtlw~w."'låofS«:tion2øor. ~~~.~} limited partnership A.ttJt:»3. a.ptw ". Dlt*ion 3, TIrIe n. c.J1rJrr'Å CodtI 0I~. n.. m«;IwJW". uød to dtJmonItm. hfJClsllH ,.N .. s.ëtioIt 1IlO~'" ..1oIIoø: C. 115m. . ~me ~ reAl. .pùtt '::..:. ':.;".:.;,'!:.~.:..'...'.:.:......:,,,;~,;-.,,.;;.·~.)...,f.r..(..:~:.':';. ~..'.'~.'.:~,'.::....:'" ",~,.·~.>.·.~<.COw"""P~.....··.:.... :~.': JI.:-L... .' . .:<:" ; :., ,',' : .;.:::';:.:'.«..; .' . '·~·."·Y;. n' "WU""" .'-;,..... ... : ......~ .~. $990,000 STATE PER FUND OCCURENC COVERAGE $990,000 CONTINUOU . PER AGG. $10,000 PER OCCURENC RENEWED YES $10,000 ANNUALY PER AGG. TATE FUND STATE CLEANUP FUND P.O. BOX 944212 SACRAMENTO, CA 94244-212 NOT APPLICABLE OR STATE FUND YES YES CHIEF FINANCIAL OFFICER LETTER CHANDLER ASSOCIATES 14540 OXNARD STREET VAN NUYS, CA 91408 NOT APPLICABLE FOR STATE AL TERNATIVE MECHANISM YES -- ~~'---- ~AM' S. U-ºR!V~~tQUIPMENï-RENíAt CENTER-- Note: ")'OIJ are Ulfng the Stare Fund . any part 0' your dømoMtnttion 01 fjn¡uw;itlJ /ØportSlbily, )04Jf eJttK:lJtion.nd '~ìon øI thit c.rlifÎCIItiøn .Iso c.1tIfIH tIwt a", In wflft Vf cond/tJt:IIW "" . tt h Fund.. .....,"-0 ..."""*-14540 OXNARD STREET SAMÂS U~DRIVE EQUIPMENT RENTAL CENTER VAN NUYS, CA 91408 ·--11"- 1137' WEST PICa BLVD. SAM'SU-DRIVE EQUIPMENT RENTAL CENTER. LOS ANGELES, CA 90064 SAMr~-DRIVE EQUIPMENT RENTAL CENTER hØ·~6900 LANKERSHIM BLVD HOLLYWOOQ CA 91605 ~. -~.,Y--2-1-2-2- l:JNIÐN AVENUE . .. - -.' J . BAKERS~If:I::D,-GA 93305.1 ...., ~- ~- ~--- ...,,- Ji-.... 11-.GfTMIt 0... -~- S t RjANti~ent-LAVAMAN, Inc.Gre~Xßerg ,.- ---- 1fJI..."._ . WITNESS -beraldlne C. Carter a.p. . '*-II'II-<OJ ~ ,Ðv c: "ª - - CHANDLER ASSOCIATES, a California limited partnership 14540 OXNARD STREET VAN NUYS, CALIFORNIA 91408 I am the President of the Corporate General Partner and Chief Financial Officer of the Corporate General Partner, LAVAMAN, Inc. of Chandler Associates, a California limited partnership. This letter is in support of the use of the Underground Storage Tank Cleanup Fund to demonstrate financial responsibility for taking corrective action/and or compensating third parties for bodily injury and property damage caused by an unauthorized release of petroleum in the amount of at least 10,000 per occurrence and $10,000 annual aggregate coverage. Underground Storage Tanks at the following facilities are assured by this letter: Van Nuys - 14540 Oxn~rd Street, Van Nuys, CA 91408 West Los Angeles - 11371 West Pico Blvd., Los Angeles, CA 90064 North Hollywood - 6900 Lankershim Boulevard, North Hollywood, CA 91605 Bakersfield - 2122 Union Avenue, Bakersfield, CA 93305 1. Amount of annual aggregate coverage being assured by this letter..................................... $10,000. 2. Total tangible assets... .... ...... ..... .........$8,945,319. 3. Total liabilities................................. $109,934. 4. Tangible Net Worth. .... ..... ..... ...... .........$8,945,319. I hereby certify that the wording of this letter is identical to the wording specified in subsection 2808.1 (d) (1), Chapter 18, division 3, Title 23 of the California Code of Regulations. I declare under penalty of perjury that the foregoing is true and correct and to the best of my knowledge and belief. Executed at Van Nuys, California on December 30, 1993. CHANDLER ASSOCIATES, a California limited partnership By: LAVAMAN, INC., its General Partner ¡ ¡ e e CARTER & BLUMENFELD GERALDINE C. CARTER DAVID A. BLUMENFELD ATTORNEYS AT LAW 2029 CENTURY PARK EAST SUITE 2610 LOS ANGELES. CALIFORNIA 90067-3012 OF COUNSEL KIRTLEY M. THIESMEYER TELEPHONES 310/551-1714 . 310/551-0873 TELECOPIER 310/785-0027 December 31, 1993 RECEIVED JAN 0 4 '994 HAZ. MAT. OJ\! Bakersfield City Fire Department 2130 G-Street Bakersfield, California 93301 Re: UST Certification of Financial Responsibility Dear Sirs: Pursuant to 40 CFR Subpart H enclosed on behalf of Chandler Associates, a California limited partnership is one original Certification of Financial Responsibility form together with a Chief Financial Officer letter complying with the requirements of the California Code of Regulations, Title 23, Division, 3, Chapter 18 Section 2808.1 (d) (1) . Please call this office promptly should you have any questions. Yours truly, ~ilb(~ GCC:ll cc: Steve Greenberg -;0. .t ...'!), ~ ....':. e, BAKERS FIE Y Ð;. HAZARDOUS 2130 G Street, Bakersfield, (805) 326-3979 APPLICATION TO PERFORM A TIGHTNESS FACILITySAM~ lÁ ])R\\JE ADDRESS ZI2.2.. UNIOtJ Á\lë:. \-~I-G,"'),. PERMIT TO OPERATE # 0 ~ 2 I 0 0 I I . "'!. \ - ~ '3 OPERATORS NAME R\c.~ I4ARðE6TY OWNERS NAME ~A~CS U DR\\I£: NUMBER OF TANKS TO BE TESTED ~ IS PIPING GOING TO BE TESTED~ TANK # \ 2. VOLUME ... Iö oeo '2..C:>oC CONTENTS U N \..~At>e:D tn ~ 5,1;': L ADDRESS P. o. SO" 15b ï ß~~Flêl..t>, CA., C\~"2- TAN}( TESTING COMPANY Re.bl,.),~f: TEST METHOD \.!.bR.~E.'R. E:"Z.'I - c.\.\,t~ "- NAME OF TESTER H. ~t.c.À~~Ý . CERTIFICATION # STATE REGISTRATION # C\ 4 - \0 Co \ DATE & TIME TEST IS TO BE CONDUCTED q..~,\ 1/(1/12- I DATE t (p ~ 00 p.l-i. ~7~ ATURE OF APPLICANT TEST HETHOD: HORNER EZY-CHE~ I RED~INE TESTING SVCS.. INC. PO BO:-: 1'=,& ï' BAKERSFIELD, CA. 93302 (E:O!:;) 32E,-O''1''1E. SftHS CAL I BF:A fI 01'4 BAR CHI'IRT CHLC (A): lEHP CALC (8): PRODUCT: lOTAL LINE CHANGE: OR LI (IUI D: 0.050 /13 -. o . 00068 :.: BAR o .00¡:7 10000 -. UNLEADED 0..05 ClI EtfT: LOCHTI fit.: CIT','. 5TAT E: PRO.JECT HO.: SYSTEH: SUCTION TEST LEVEL: 160" 'S'r'STEtO SIZE: 10000 PROOUCT TEHF': blÕ, COEFFICIENT: 0.00(11:.:3.. TANK TESf .: 1 VAPOR RECOVERY: YES LË. --. L Ei)EC--~;:Ï t~-;- ------~(Ã)-----··C EVËL---- -- -:¡:Ë ÑF; ~ - - --- --- - rE Ñi:;~ --- --- -ÖÃÏ~ -;- -.---.- ~ (E6-- -- --- -:¡:ËÑf ------ --- FÏ Hi'fC-- -.---.---- --- START END LOSS - ~(A) RESULT STA~T END LOSS - x(B) RESULT RESULT TIHE 5f1HS U DRIVE 2122 UNlOt. AVE BmŒ~:SFI ELD CA f. _:3 ~.,5 1000n -- 6.8 -~~-----§õ----~---=~---~----ö:õõ~~---~---:õ:õõ§~----õ:§~~------õ:§~~--~---=õ:õõ¡--~------~:~--~---=6:6õ~-------õ:66¡~~~-----¡ij~§- 50 -'17 =: -.:i x 0.0027 = -0.001::2 û.:::;"1-1 0.::;"1::;.- -0.001:-: 6.::: =: -0.0063 -0.001::i8 18-11 17 "15 =: -2 x 0.0027 =: -0.0055 0.3-13 0.3-1~ - 0 x 6.::: =: 0 -0.005-15 18"17 15 -13 = -? X 0.0027 = -0.0055 0.3"13 0.3"1~ -- 0 x 6.::: =: 0 -0.005-15 1853 13 -'12 = -1 x 0.0027 = -0.0027 0.::';"t3 0.::."1;:: - -O.OOI·J 6.;:1 = -0.00&:3 0.0(1"10.2 185') 12 "11 = -1 x 0.0027 = -0.0027 0.3-12 0.312 = 0 ^ 6.::: =: 0 -0.00272 1905 11 11 = 0 x 0.0027 = 0.0000 0~3"t2 0.3-'12 = 0 x 6.8 - 0 0 Ig11 11 10 = -1 x 0.0027 = -0.0027 0.3-'12 0.3"12 =: 0 x 6.::: = 0 -0.00272 Ig17 103'3 = -1 x 0.0027 = -0.0027 o. ::;12 O.::H 1 - -1).001:-: Eo. U =: -0 .00E~3 O. OO"tOï'2 1':'i2:3 ],::¡ -j9 = 0 x 0.0027 = 0.0000 0.::."11 O.::HO:: -1).001 x 6.:3 =: -0.006:3 0.00E.8 1')2'3 ]'3 3'3 = 0 x 0.0027 = 0.0000 0.310 0.3-10 = 0 x 6.8 =: 0 0 1935 3'3 38 = -1 x 0.0027 = -0.0027 0.3"t0 0.3"10 = 0 x 6.8 =: 0 -0.00272 19-11 38 38 =: 0 x 0.0027 = 0.0000 0.310 0.310 = 0 x &.9 = 0 0 Ig-17 38 38 = 0 x 0.0027 = 0.0000 0.3-10 0.310 = 0 x 6.::: = 0 0 1953 38 37 = -1 x 0.0027 = -0.0027 0.:::i"i0 0.33'" = -1).001 x t,.9 =: -0.006::1 0.00"1072 1(~5'3 37 37 = 0 x 0.0027 = 0.0000 0.339 0.33~ = 0 x 6.8 =: 0 0 2005 37 37 =: Ü x 0.0027 = 0.0000 0.::.3'3 0.:::;3::: - -1).001 x E..13 =: -0.006::1 0.00&8 2011 36 =: -1 x 0.0027 = -0.0027 0.::.3:3 0.3::.:: - I) x 6.::'1 =: 0 -0.00272 2017 35 =: -1 x 0.0027 = -0.0027 0.338 0.338 = 0 x 6.8 =: 0 -0.00212 2023 j5 =: 0 x 0.0027 = 0.0000 0.33::1 0.:::3ï'.- -1).001 x 6.::: = -0.006::1 0.00E,8 202',' 3A- JW- 35 ---.-----------------------------------------------------------------.---------------------------------.-----------------------"-------- A. TANK BOT TO GRADE: B. TANK TOP TO GRADE: c. TA~K DIAHETER: D. TEST LEVEL ABOVE GRADE E. DEPTH OF ~ATER I~ TA~K 122.0 .. 27.0 .. '35.0 .. 38.00 .. 0.00 .. F. DEPTH FOR TANK 5AHPLE: G. TEHPERATURE PROBE DEPTH: H. TEST LE~EL TO TANK BOTTOH I. GROUND ~ATER ABOVE TANK BOTTOH J. P~:ODlICT PF:E55URE PER 1" HLI GUT 7"t.5 .. 2':'.0 .. 1&0.0 .. 0.000 .. 1).0;';:b PSI RESULTS PER HOUR: n GHr: ~ET rE~;T PRESSURE: STAtmAF:D [lEVIATION TEST [lnTE: TECHtU Cl AN: CALIF. LIC. HO. 0.00':'19 'r'ES "t.U:.OO o .00::.5 ::1- 15-'31 nW~lI LLO 'ß-1337 . · . n5r HETHOO: HftRUER E2'r'-CHB~ 1 RED~lNE TESTING SVCS.. INC. PO BO>·: 1~;6" BAKERSFIELD. CA. 93302 (1::05) ::;2b-0~~6 PHOJS:: T tm.: SAtlS CALI Bf:ATI ON BflR CHART CALC (A): TEHP CALC (B): F'RODUCT: TOTAL LINE CHflNGE: OR LIUUID: 0.025 /11 -- O.OOO~-f .. BflR o . OO~::2 2000 - DIESEL ~H o _ f'2~f. - " - J O. t·.':!.,. CLI It.- : UICln ON: elTr. STArE: SYSTEH: SUCTION TEST LEVEL: l~O" (S'r'STEHJ SI2E: 2000 PRODUCT TEHP: 69 COEFFICIENT: O.OOO~19 x TØtU TEST I: 2 VAPOR F:ECO....ER·r': NO L__ - LË~;Ël- _.~ ~~~;; Ñ -;- - --.--- ~ (Ã;- --- -- L Ë~íËL - --- - --. -:¡:Ë Hi' -:---.--- -.. - rÊ HP -:- --- -- - -GA Ï Ñ -;- -- - -- ~ (B ;-- - - - - - -fË Hi, ---. --- -- - F Ï Ñi-1L --- - -- --- -'- -- ~~~~~_ _ ~~I~__ ___ _ ~~I~~_ =_ __ __ __ :~~~ :____ _..~~~~~~ __ _ __._~~~ ~~~ ~ __. ___ __._ ~~~ _ _ __ ___. _ ~ ~ ~~ _ =_.__ _ _ _: ~~~_ _ __ ____~~ ~~~~ ~ _.___ _ __ _ :~:~~~ ~._ _ _ _ ~~~~_. J iO 38 ~ -2 x 0.0022 = -0.0041 0.119 0.122 = 0.003 x 0.898 = 0.00269 -0.00710 18~~ 19 39 - 1 x 0.0022 = 0.0022 0.122 0.125 - 0.003 x 0.898 = 0.00269 -0.000~8 18~~ 19 38 - -1 x 0.0022 = -0.0022 0.125 0.125 _ 0 _ 0.8ge = 0 -0.00220 185~ 18 37 = -1 x 0.0022 = -0.0022 0.125 0_125 - 0 x 0.8ge = 0 -0.00220 1851 17 37 - U x 0.0022 = 0.0000 0.125 0.125 - 0 x 0.898 = 0 0 1~0' 17 37 - 0 x 0.0022 = 0.0000 0.125 0.125 - 0 x 0.898 = 0 0 1~11 17 37 - 0 x 0.0022 = 0.0000 0.125 0.123 - -0.002 x 0.898 = -0.0017 0.001796 1~1~ 17 37 - 0 x 0.0022 = 0.0000 0.123 0.122 - -0.001 x 0.898 = -0.0008 0.000898 1921 17· - 3S - -2 x 0.0022 = -0.OO~1 0.122 0.120 = -0.002 x 0.898 = -0.001? -0.00261 1921 15 3~j - 0 x 0.0022 = 0.0000 0.120 0.120 = 0 x 0.89;;:a = 0 0 l~ß'':1 15 31 - -1 x 0.0022 = -0.0088 0.120 0.115 - -0.005 x 0.898 = -0.0011 -0.00133 19~~ 11 30 - -1 x 0.0022 = -0.0022 0.115 0.112 - ~0.003 x 0.898 = -0.0026 0.000198 191~ ID 28 - -2 x 0.0022 = -0.0041 0.112 0.108 = -0.001 x 0.89a = -0.0035 -0.00081 1953 l8 27 = -1 x 0.0022 = -0.0022 0.108 0.105 = -0.003 x 0.89;;:a = -0.0026 0.000188 195~ I l? 28 - 1 x 0.0022 = 0.0022 0.105 0.105 = 0 x 0.898 = 0 0.002205 2005 l8 2E. - -'~' x 0.0022 = -0.00"11 0.105 0.105 - 0 x 0.898 = 0 --0.00+11 2(11 ~ l6 25 - -1 x 0.0022 = -0.0022 0.105 0.102 = -0.003 x 0.8ge = -0.0026 o.ooo~üa 201~ . 2::¡ - .-. x 0.0022 = -'0.00"11 0.102 0.101 - -0.001 x 0.B9ø = -0.0008 -0.003~51 202::. 21 - -2 x 0.0022 = -0.004~ 0.101 0.100 - -0.001 x 0.89101 = -0.0008 -0.00351 202~ ~ - 20 = -1 x 0.0022 = -0.0022 0.100 0.099 = -0.001 x 0.898 = -0.0008 -0.00130 203~ SAtlS U DRI VE 2 1;'::~2 UtH OH AIÆ BAÞ::ERSFI EL(I CA 2000 -- 0.8':18 -----------------.--------------------------------.--------------------------------------------------------------------------------------.. A. rfNl<: BOT TO GRftOE: B. rt=tn: TOP TO GRfIDE: e. rt=t..'< 01 AHETER: o. rEST Ln·'EL flBO....E GRImE E. IIEPTH OF ~flrER I U HiNK ':13 . 0 .. 17.0 " ('6 . 0 .. 1i' . 00 .. 0.00 .. F. DEPTH FOR TANK SAHPLE: G. TEHPERATURE PROBE DEPTH: H. TEST LE....EL TO TAUK BOTTOH I. GROUND ~ATER ABOVE TflHK BOTTOH J. p¡;;:ODueT PfŒSSURE PER I" HEIGHT 55.0 .. 1'':1.0 .. 110. 0 .. 0.000 .. O.O~;} PSI RESULTS PER HOUR: TI GHT : NET TEST PRESSURE: STANDARD DEVIATION TEST DI1TE: TECHNI Cl At..: CALIF. LIC. NO. -0.ü11~~3 ·...£S 1. ::i100 0.0023 8-'1~~-'':I 1 TF:lUl LLO '::!::i-133;" ,. ~ Ii' _Bakersfield Fire Dept.A HAZARDOUS MATERIALS DIVì§íON 2130 G Street, Bakersfield, CA 93301 (805) 326-3970 í;w I. FACILITY/SITE UNDERGROUND TANK QUESTIONNAIRE 7 brO() ( ~O -:11'6 q ? 2 RECEIVED DEC 1 9 1991 Ans' No. OF TANKS DBA OR FACILITY NAME Sam's-U-Drive NAME OF,OPERATOR Sam s-U-Drive ...... ADDRESS 2122iUnion Avenue NEAREST CROSS STREET E. 21st Street PARCEL No.(OPTlONAL) CITX-,NAME Bakersfield STATE ZIP CODE CA 93305 ./ BOX TO INDICATE 0 CORPORATION 0 INDIVIDUAL Xàj PARTNERSHIP 0 LOCAL AGENCY DISTRICTS 0 COUNTY AGENCY 0 STATE AGENCY 0 FEDERAL AGENCY TYPE OF BUSINESS o 1 GAS STATION 03FARM 02 DISTRIBUTOR KERN COUNTY PERMIT 04 PROCESSOR ð50THER TO OPERATE No. 0221001 EMERGENCY CONTACT PERSON (PRIMARY) EMERGENCY CONTACT PERSON (SECONDARY) optional DAYS: NAME (LAST, FIRST) PHONE No. WITH AREA CODE DAYS: NAME (LAST, FIRST) PHONE No. WITH AREA CODE HARDESTY, Richard (805) 327-,7561 GREENBERG, Steve (818) 785-1507 .' . - / . - NIGHTS: NAME (LAST. FIRST) PHONE No. WITH AREA CODE NIGHTS: NAME (LAST. FIRST) PHONE No. WITH AREA CODE HARDESTY, Richard (805) 3,97-0274 I II. PROPERTY OWNER INFORMATION (MUST BE COMPLETED) NAME CARE OF ADDRESS INFORMATION Sam's-U":'Drive Steve GREENBERG . MAILING OR STREET ADDRESS ./ BOX o INDIVIDUAL o LOCAL AGENCY, o STATE AGENCY P. -0. Box ll~ TO INDICATE ,'upARTNERSHIP o COUNTY AGENCY o FEDERAL AGENCY CITY NAME STATE I ZIPCODE I PHONE No. WITH AREA CODE Van Nuys ~A 91408 (818) 785-1507 ------ ~ III. TANKOWNER INFORMATION (MUST BE COMPLETED) bóeto~ <QlA.eÞ'-f~(4~ NAME CARE OF ADDRESS INFORMATION Sam's-U-Drive ßteve GREEþ!BER(1 MAILING OR STREET ADDRESS ./ BOX o INDIVIDUAL o LOCAL AGENCY o STATE AGEN P. O. Box 113 TO INDICA TE XIPARTNERSHIP o COUNTY AGENCY o FEDERAL , CITY NAME STA TE ZIP CODE PHONE No. WITH AREA CODE IVan Nuys Ç,A 91408 (818) 785-1507 OWNER'S DATE VOLUME PRODUCT IN TANK No. INSTALLED STORED SERVICE B-1 1982 10,000 Gal Regular gas (j)/N B-2 1982 2,000 Gal Dies'e1 '7> ,\ ~ U",~-e.. a, f ~/N ..--2> V/N V/N V/N V/N DO YOU HAVE FINANCIAL RESPONSIBILITY? e/N TYPE Reserve " Fill one segment . for each tank, unless all¿anks and piping are constructed of tH _ ame materials, style and .pe, then only fill one segment out. please identify tanks by owner ID i. t TANK DESCRIPTION COMPLETE ALL ITEMS·· SPECIFY IF UNKNOWN '. --.- A. OWNER'S TANK L D. # B":'l B. MANUFACTURED BY: National " C. DATE INSTALLED (MO/DAYIYEAR) IlJ82 D. TANK CAPACllY IN GAlLONS: 10,-000 .-- "-~ ~-----------.- ----- ._-~_......_-- -- III. TANK CONSTRUCTION MARK ONE ITEM ONLY IN BOXES A. B. AND C. AND ALL THAT APPLIES IN BOX D A. TYPE OF 0 1 DOUBLE WALL 0 3 SINGLE WAll WITH EXTERIOR LINER 0 95 UNKNOWN SYSTEM lÐ 2 SINGLE WALL 0 4 SECONDARY CONTAINMENT (VAULTED TANK) 0 99 OTHER [] 1 BARE STEEL 0 2 STAINLESS STEEL 0 3 FIBERGLASS 0 4 STEEL CLAD WI FIBERGLASS REINFORCED PLASTiC B. TANK MATERIAl 0 5 CONCRETE 0 ß POLYVINYL CHLORIDE 0 7 AlUMINUM 0 8 100% METHANOL COMPATIBLE WIFRP (Primary Tank) 0 9 BRONZE D 10 GALVANIZED STEEL 0 95 UNKNOWN 0 99 OTHER 01 RUBBER LINED 0 2 AlKYD LINING D 3 EPOXY LINING 0 4 PHENOLIC LINING C. INTERIOR 0 5 GLASS LINING D 6 UNLINED CXJ 95 UNKNOWN 0 99 OTHER LINING IS LINING MATERIAL COMPATIBLE WITH 100% METHANOL? YES_ NO_ D. CORROSION 01 POLYETHYLENE WRAP 0 2 COATING . 0 3 V1NÝL WRAP 0 4 FIBERGLASS REINFORCED PLASTIC . , PROTECTION 0 5 CATHODIC PROTECTION D 91 NONE [Jg 95 UNKNOWN 0 99 OTHER IV. PIPING INFORMATION CIRCLE A IF ABOVE GROUND OR U IF UNDERGROUND. BOTH IF APPLICABLE A. SYSTEM TYPE A@1 SUCTION A U 2 PRESSURE A U 3 GRAVllY A U 99 OTHER B. CONSTRUCTION A@1 SINGLE WALL A U 2 DOUBLE WALL A U 3 LINED TRENCH A U 95 UNKNOWN A U 99 OTHER C. MATERIAL AND A U 1 BARE STEEL A U 2 STAINLESS STEEL A U 3 POLYVINYL CHLORIDE (PVC) A U 4 FIBERGLASS PIPE CORROSION A U 5 AlUMINUM A U 6 CONCRETE A U 7 STEEL WI COATING A U 8 100% METHANOL COMPATIBLEWIFRP PROTECTION A U 9 GALVANIZED STEEL A U 10 CATHODIC PROTECTION A@ 95 UNKNOWN A U 99 OTHER D. LEAK DETECTION o 1 AUTOMATiC LINE LEAK DETECTOR [X] 2 LINE TIGHTNESS TESTING o 3 INTERSilllAL D 99 OTHER MONITORING V. TANK LEAK DETECTION '00' 1 VISUAL CHECK IX] [Xl 6 TANK TESTING 0 2 INVENTORY RECONCILIATION 0 3 VAPOR MONITORING 0 4 AUTOMATIC TANK GAUGING 0 5 GROUND WATER MONITORING 7 INTERSTITIAL MONITORING D 91 NONE D 95 UNKNOWN D 99 OTHER I. TANK DESCRIPTION COMPLETE ALL ITEMS - SPECIFY IF UNKNOWN A. OWNER'S l'ANK L D. # B-2 B. MANUFACTURED BY: National c. DATE INSTALLED (MO/DAYIYEAR) 1982 D. TANK CAPACllY IN GAlLONS: 2,000 III TANK CONSTRUCTION MARK ONE ITEM ONLY IN BOXES A.B.ANDC. AND ALL THAT APPLIES IN BOXD A. TYPE OF 0 1 DOUBLE WALL 0 3 SINGLE WAll WITH EXTERIOR LINER 0 95 UNKNOWN SYSTEM [] 2 SINGLE WALL 0 4 SECONDARY CONTAINMENT (V AUL TED TANK) 0 99 OTHER Ell BARE STEEL D 2 STAINLESS STEEL D 3 FIBERGLASS 0 4 STEEL CLAD WI FIBERGLASS REINFORCED PLASTIC B. TANK 0 0 6 POLYVINYL CHLORIDE 0 7 ALUMINUM 0 8 100% METHANOL COMPATIBLEW/FRP MATERIAL 5 CONCRETE \ (Primary Tank) 0 9 BRONZE 0 10 GALVANIZED STEEL 0 95 UNKNOWN 0 99 OTHER 01 RUBBER LINED 0 2 AlKYD LINING 0 3 EPOXY LINING 0 4 PHENOLIC LINING C. INTERIOR 0 5 GLASS LINING 0 6 UNLINED CXJ 95 UNKNOWN 0 99 OTHER LINING IS LINING MATERIAL COMPATIBLE WITH 100% METHANOL? YES_ NO_ D. CORROSION 0 1 POLYETHYLENE WRAP 0 2 COATING o 3 VINYL WRAP 0 4 FIBERGLASS REINFORCED PLASTIC PROTECTION D 5 CATHODIC PROTECTION D 91 NONE rn 95 UNKNOWN 0 99 OTHER IV. PIPING INFORMATION CIRCLE A IF ABOVE GROUND OR U IF UNDERGROUND. BOTH IF APPLICABLE A. SYSTEM TYPE A@1 SUCTiON A U 2 PRESSURE A U 3 GRAVllY A U 99 OTHER B. CONSTRUCTION A@1 SINGLE WALL A U 2 DOUBLE WALL A U 3 LINED TRENCH A U 95 UNKNOWN A U 99 OTHER C. MATERIAL AND A U 1 BARE STEEL A U 2 STAINLESS STEEL A U 3 POLYVINYL CHLORIDE (PVC) A U 4 FIBERGLASS PIPE CORROSION A U 5 AlUMINUM A U 6 CONCRETE A U 7 STEEL WI COATING A U 8 100"/. METHANOL COMPATIBLE W/FRP PROTECTION A U 9 GALVANIZED STEEL A U 10 CATHODIC PROTECTION A@95 UNKNOWN A U 99 OTHER D. LEAK DETECTION D 1 AUTOMATIC LINE LEAK DETECTOR C!J 2 LINE TIGHTNESS TESTING o 3 INTERSTITIAL D 99 OTHER MONITORING V. TANK LEAK DETECTION Del 1 VISUAL CHECK IX] , Xl 6 TANK TESTING D 2 INVENTORY RECONCILIATION 0 3 VAPOR MONITORING 0 4 AUTOMATIC TANK GAUGING 0 5 GROUND WATER MONITORING 7 INTERSTITIAL MONITORING 0 91 NONE 0 95 UNKNOWN D 99 OTHER .." ~ e I SAMS-U- _ -~~ EQUIPMENT I I RENTAL ____~~~~~~t>?~~Jj';W¡j¡f'f~~~:i5~i·····~:·1 CENTER Monitoring Plan 1) The monitoring plan is done daily. 2) The tanks are dipped with a tank gauging rod which is calibrated to our tanks. 3) The monitoring is performed at the fill tube on the north end of the fuel island, 4) The persons responsible for performing the monitoring are: Joe Martinez George Hambelton Yard Manager Assistant Yard Manager 5) The reporting is done on inventory recording sheets and inventory reconciliation sheets provided by the Kern County Environ~enta1 Health Services Department. This report shows the gauging read- ing as well as the pump meter reading. 6) Visually check the gauging stick for damage -and be sure that the measuring marks are legible. 7) The only training necessary is to show how to read the measuring marks and how to use the tank gallonage chart. Bakersfield 2122 Union Ave., Bakersfield, CA 93305 (805) 327-7561 . Fax (805) 327-1017 Serving Van Nuys, North Hollywood, West Los Angeles and Bakersfield -'" ;w e SAM'S-U- ~ EQUIPMENT I RENTAL -__ -..- _..!~T¡;¡';!!!!~'iijlmø1~'1~~";"i1 CENTER Spill Response Plan 1) The area would be surrounded with barricades with flashing lights and caution tape. Any surface spillage would be absorbed with a bagged absorbant_or bagged sand. The barricades and absorbant are stored on site as well as equip- ment that could be used for clean up and removal. Such equipment consists of skip10aders, backhoes, trucks, air compressors, jack hammers, plumbing equipment, etc. The company has a maintenance schedule for all of this rental equip- ment that is based on either hour meter readings, mileage, or time since last scheduled service. This is performed by our on-site shop. The Shop Manager is Earvin McWorther. With the occurance of any major spill we would contact one of the two following companies top handle the clean up and disposal: Kern Enviornmental Service P. O. Box 5337 Bakersfield, CA 93388 (805) 589-5220 M. P. Vacuum Truck Service Co. 3400 Manor Bakersfield, CA 93308 (805) 393-1151 2) The names and titles of the persons responsible for authorizing any work under the response plan are: 1) Richard E. Hardesty 2) Steve Greenberg 3) Glen E. Corley 4) Joe Martinez 5) Earvin McWorther Branch Manager Managing Partner Office Manager Yard Manager Shop Manager Bakersfield 2122 Union Ave., Bakersfield, CA 93305 (805) 327-7561 . Fax (805) 327-1017 Serving Van Nuys, North Hollywood, West Los Angeles and Bakersfield e FILE CONTE~TS SUMMARY e FACILI'Ì'Y':1Ÿ7P Grf1Q.Jt. ( 1:akfJ.r~~-fu:Jd ~ ~OQ (Q+¡'nn O~ Gmri.~_J)¡S±r¡,c:t I ADDRES~ : d I dd.. /1 Vl¡:O Yì A1 y-£ n U e.. PERMIT #: /S{)()()f( ENV. SENSITIVITY: - -'-~----~-~'--"-- Activity Comments Date # Of Tanks '-'""-.--. -- -" Arp}¡CQ+iðn . I1r¡o) iCOf.¡'()r1 / A067- /b PilronJe ff&.i lh I ok )p .Jkr , fly/lf/ '85 ---7/ II!!? 5" .' I Z//~/ g~ 1/':)3/J?~ 8;//~/ÆÇ d _cc. "-"" ---' ó. I .5í c \ ~ /() ope ('Qk . ---.'- - -- -- -- -.- _ _P~. ~_ ...._~._. n___ AJo 'C))3 Conkm;V'JCr!.-iðn 1700 Flower Street Bakersfield, California 93305-4198 Telephone (B05) 861-2231 _ERN COUNTY HEALTH DEPARaNT AIR POLLUTION CONTROL DiSTRICT . . --. ---- -- ~ ---- -" - - _.n LEON M HEBERTSON. M.D. Director of Public Health Air Pollution Control Officer _._~----.~- 'August 14, 1985 .~-~- ._. - --. _. ~_.~:_~'. -.... . -'. . .~. ...... ~-'~'-.-.~-. -~- . ,_. - "'~-'''' -~---- - -. -",-. - -~ .-~-- . . The Greater Bakersfield separatiori of Grade District c/o Ronald F. Ruettgers 2707 'F' Street Bakersfield; CA 93301 Dear Mr. Ruettgers: This is to advise you that this department has reviewed the project results for the subsurface contamination investigation conducted at Sam's U-Drive, 21?2 Union Avenue, Bakersfield, California. Based upon the findings described in the report, this department is satisfied that the assessment is complete and no significant soil contamination resulting from fuel tank leakage exists at the site. Thank you for your cooperation in this matter. Sincerely, ;p"lZ- ~«h¡;'X'__- Ann Boyce, R. S. U - Environmental Health Specialist II AB:aa -' "- --,-..... " -,-", ~ -~-- --'-.~~. - -, "- It SOILS ENGINEERING, INC. -.. ----~" '~--'-ro : T RAN S M I T TAL FROM: SOILS ENGINEERING. INC. 2901 "H" Street Bakersfield. CA. 93301 \. ~.. . .,.: :;. . " ".' . ..- . RE: YOUR JOB NO. OUR JOB NO. 85-4467 cc: Health Department . RON-- RUETTGER-5- - JOB DESCRIPTION: Chemical . '--analyses - Sam's- tJ-HaulStorage'- Tank Remova]-- 2122 Union Ave. DATE: August 8, 1985 2901 H STREET '_.0 '_."~_______~.... 2707 "F" Street Bakersfield. CA. 93301 Attn: Steve Ruettgers o o FOR YOUR REVI E\~ o o FOR YOUR SIGNATURE; PLEASE RETURN IMMEDIATELY REPORTS/PLANS/SPECSJ ETC. ENCLOSED OTHER (SEE BELOW) Test results indicating no detection or less than 0.4 ppm for Benzene, Toluene, Ethy1benzene, Zy1enes and less than 10 ppb for Ethylene Dibromide. ~ FOR YOUR FILES MESSAGES L. Thomas Bayne R.C.E. 26106 . BAKERSFIELD, CALIFORNIA 93301 . PHONE (805) 327-7065 'e e ~..,_..... .' ", '.' ..: ",:~ ":", SOILS ENGINEERING. INC. July 26, 1985 Fi1 e 85-4467 Ron Rue t tg e r s·- 2707 F Stteet Bakersfield, CA. Subject: Gasoline Storage Tank Abandonment 2122 Union Avenue S.E. corner of Union Avenue and Sumner Street,. Bakersfield, CA. -'". -_.._~.;-- ..;"':..~.~--;~~;'~-- --". - ...,,~.,_. ._, "." . - . -- - - ~ - ~'.- -..,~...... ~--- ---..;;.. -~;-._-- ~:...:,. ~::.._--_. . ,_ "_h. . _, -. -....-.-- .~_. ,.- .---- ..... - -_.- ---- "..--------. '-.'- .~_.__ .____ ~"'_'" ··...TO _ _' ____..,~~ Gentlemen: In, accordance with your request, we performed an on-site review of an abandoned gasoline storage tank excavation at Sam's U'Drive, 2122 Union Avenue, Bakersfield, CA. We were present at the time the storage tanks were removed and visual review indicated no visible leakage. Earth materias at the excavation bottom were checked for discoloration, petrochemical aroma or other evidence of tank leakage; none were found. Five closely spaced underground storage tanks were removed. The excavation was approximately forty (40.0) feet in length by twenty (20.0) feet in width. Bulk soil samples were obtained at the midpoint and near each end along the centerline of the excavation. Sampling depths were ap- proximately two (2.0) feet below the exposed excavation bottom. Samples were subjected to chemical analyses to detect the presence of Toluene, Benzene, Xylene, EDB, lead, zinc, and total hydrocar- bons. All results showed less than 0.1 parts per million. Test reports are being prepared and will be forthcoming. Accordingly, it is our opinion that the tank location is essen- tially free of contamination due to petroleum leakage and remedial cleanup of the site should not be necessary. Respec tfully subm'¡ tted, SOILS ENGINEERING, INC. / /í >'/:/' , jJ7 '. .:,' l1--fJ1.(..;..-::::J .?I, .. ~__'L...~ L. Thomas Bayne R.C.E. 26106 ~~~: h~ern County Department, qf" EnviFonIT\eI?-tal.H_~.al th /'. 2901 H STREET . BAKERSFIELD, CALIFORNIA 93301 . PHONE (805) 327-7065 e e c.....i.L~'i.a ~). (omþaÜni.. c,11. ~'. Forensic Pathologist - Director c;ij...acE dt1. dI.I1dE.. c/H. ']:)" Pathologist - Director Sill~~@ LABORATORY SERVICES 1012 CHESTER AVENUE. BAKERSFIELD, CALIFORNIA 93301 (805) 395-0365 r¡\;~~I~~'~LCCY !·~t'P~.:·~~l· -- --,.-.,,------' -,,- S;:.r:'t:1 eI,:>!}t~p:;:.at:io¡:~~: _£~~~: Cen :::;r~'L"lli_.~~~~Y2 tiº~) ..."-__ _D:-:t~:_ r..7/2-3/iJ5---._-~-,:,.~____~~_.:o,- 0è:t." HeC2iv;?,) 11j L2~: 8:/23/¡:)~ S[,,~';Ln,:n ~'.'¿: soil. L:.:h:'b.: 2~l!) T-2st: [:1)8, B2.'1Zene, Toluen<"!, Xyl. ,;:;nes p,-:'sul t:;: Et~¡yl en.:> DÏ:::n'o¡¡-,ij,,-, = none d¿t'c':-':2è Scnz·::;Z1:: = non'~ .j-~t&Ct0':j ':'olU?íl¿:- = n~n~-= j:.:t¿;~tf.,~ Ethy':DE::i:L.ene = nO:1£ ::et3::t9è xy~¿n2s = ~~n~ ~8t2ct~J r>:-'1é" r k~: ~:·--=,nz.:-;n,"~:, tal U(~~1' , ~ ·;L ~·1)<. ;:;"~[lz'~rh-_, ~":yl en::..=:: s?:1si t.i~..: i t~ï n...1 P~.)(1' 1::thi1e;"}ê j)ibl'omi~;,:;: s;:¡¡si tÍ\.'i ty = If Fpb Ïl:¡l9 :";S ~ M':rforïù¿::: ;'·.'/?'::/{,:ê rfux ico:i.o] ist: : ':'rj;:1 St!¡c';:¡t:1 ;,,,,fO::'':. Cdl ,,0: 07/')C,/2:: ~':~f~:,)' ~~J~~ LJC~:1Ä¡(g) - -. --- -,--- T{ern County Heal~ .·3.rtment 1700 Flowet Strel ~ Bakersfield, CA9330S ( 8 05 ) 8 61- 3 6 3 I; .,,; . PERMIT FOR TEMPORARY OR PERMANENT CLOSURE/ABANDONMENT OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY pe~'~lmber A057 CT 15 \, .. ~- .,:-'. ," . , - - ~ -' ". :-.:"'-::~~,.- --'-- . ~ - "':.-~_::. ~_·'::-7·,"::=---::-·T"·--"=:·~-:'-;~·~~- ~.;... .~-:-~ ._;:" " .~acility Name and Address Owner Name and Address ", ':::c<.Sam's U-Dr ive.The Greater Bakersfield .' .. .2122 Union Avenue.. Separation of Grade District .':;>'.;: ..:,' /. ....',..,;'í':. . ,:d'-:Bakers~ield, CA :," .. ~.' . .,C/O Ronald F. Ruettgers:.;'<:;;<;i~~.~:Y;·~:~-;!~/;:;:~f;:;:~1j{~l{;';;~;~i¥~?fft4 ',:.:~~::~.~,~·>'~.::;~¡~·~ri~·s::·à~:'·~;~~~~'.:i" Approval DatéJul y 12 '198 5":""~:~'" ';:: ",;·.,>t",.:" ., t,., location Apptoved by )Z4d Í-1.oÞvf~,,:,"t;'1~i,{i ".: nn BOyc~:;;j.::,1:.:,.,- :::.'....,:~,'J.;...::.~.{~.-, ,.. ,\~~S~~.~~__~~~___________~~~~~~~~~~~~~~_~~__~_~______----~}}~:;~~j~!Irt1~t't~; ... :~nd~:~:::t:: ::::o:::ain permit from Fire Department prior,:·;'~~~~~{j,jrt' to ini tiating abandonment action.'· 2. Abandonment must, be per .approved methods as described in permit application. All procedures used must be in accordance with requirements of Standards and Guidelines developed for implementation of Kern County Ordinance Code #3941. A copy of these requirements are enclosed with this permit. A minimum of two samples at depths of approximately 2'· and 6' directly under the center of each tank, must be retrieved and sampled for benzene, toluene, xylene, EDB. Advise this office of time and date of proposed sampling with 24 hours advance notice. 3. 4. . .' ," '. .." >: .', ..\ . ~.' t' " ., ,:¡ ,_" cc_~!'-teLBy ~~mæ:rA;-~. ~~Da~te?jl-¿:f-tF-:-~' . , , ~ ~ ., ,-,,-'-.-~. -~.....,~ ~:':--"";:"- -,""" K~rn County Health Department4IÞ Dbision of Environmental Herilth 1700 Flo\ver Street, Bakersfield, CA 93305 Permit NA Application D~ '-'I-¡r No. of Tõnks to be Abandoned ·r APPLlCATI~ FOR PERMIT FOR TEMPORARY OR PERMANmr CLOSURE/ABANInIMENT OF UNDER;ROUND BAZAROOUS SUBSTANCESS'l'ORAGE FACILITY A. s ,.. 'Nt.'", "" - 'b"':....... c~el~,phone 3 \- '=-is -} Zip '3.. \ - - - - ~~- - . -- - ~'---'-.' ..'-- . C. water to Facility Provided by ~\ W~ Soil Characteristics at Facility ~ Basis for Soil Type and Grounch..ater Depth Determ Tank Removal Contractor tJt,..l.~ Tf....... i. (,.,_~ Address 7-1'^-SJ. I /."'4 Zip Proposed StartiCXj Date Proposed WOrker's Compensation Certification I B. CA Li cense No. Telephone Canpletion Date Insurer ;2.44 b3õl 3/71-/7fJ3 Environmental Assessment Contractor Address Proposed Starting Date WOrker's Canpensation Certification I CA Li cense No. Telephone Canpletion Date Insurer Zlp Proposed D. Chemical Canposition·of Materials Stored Tank # Chemical Stored (non-commercial name) F. Laboratory That Will Perform Analyses of Address ~qo \ S+t<.aJt Thid~ application for: }BJremoval or 0 abandonment in place PL~E PROVIDE INFORMATION REQUESTED CN REVERSE SIDE OF THIS SHEET BEFORE SUBMI'rI'IlIK; APPLICATION FOR REVIEW. ~ . Dates Stored Chemical previousl (if dlffer µ..A.. o to to to to I 8'1 E. * * This fot-in has been completed 'underperialfy-'òf perjüry and' to-the best of my knowledge ,is,· true··o. and correct. ,-f . J" A - . signaturebl---~ -I ~~ ~ ;?ø i'l44 ~ r. ¡é!1I ~1Ir U.J . eM,~ I "" f."V" ~ Tltle ~ ~ I ~te 41'~" Mq,.,~ ~O¥"~~r-t ",~ -t, 1-(f--¿fr " ~. ~-;;. . . 112-03 ROlJ1d~J f~' Ructtgers Cüvil Engüneell" July i2, "1985 2707 F STREET BAKERSFIELD. CALIFORNIA 93301 (805) 327-1969 Ann Boyce, R.S. Environmental Health Specialist Kern County Health Department 1700 Fiower Street, Bakersfield, California 93305 _ -..- - ._~-- - --. .. - ,. - -~ -. - ,..-. -- . - -.-.. ---- -- - - - -~- -- .' ,- - ., ~ .. ..~-~~._--_..~--- ._-.. --'---.....~--~~·_~~,.._·~~·--_··_~--,-~-'-w_·~.~._.'-.~_ __~-r.~_..;::-__-.~_:____;;,.;.:.__.~,:.-__..=_·....~~__=__....~,.:;";·_·:·_,__;__ -~.--- ~--.~.~ ~ - - -. --- ,~- ~_. -..~. _.-~------ -"~--"~-...- ~ . ---~'_-:;:'<-~_.~--.---:-;": .~,~-~ REF: Notification of Intent to Remove Five Underground Tanks/Union Avenue Overcrossing/Sam's U-Drive Dear Ms. Boyce: Please consider this as our notification of intent to remove five (5) underground tanks in connection with the Union Avenue overcrossing project at the Southern Pacific Railroad. Attached is an application for permit for removal of underground storage facilities. We would propose to perform the work very similar to our previ- ous project recently referred to in your letter of July 2, 1985. We again propose to utilize Soils Engineering Inc. to provide the soil contamination testing. Attached is a copy of their letter of December 21, 1984 describing their testin~ proceedure. We respectfully request a letter similar to that of your Decem- ber 3, 1984 letter on the previous project which would allow us to obtain a City of Bakersfield, Fire Department permit. Thank you very much for your assistance. Please contact me should you have any questions. Very truly yours, db-v..~ :j ~~ Ronald F. Ruettgers ~ Engineer to the Greater Bakersfield Separation of Grade District RFR/mcj cc: Soils Engineering Inc. Atctachmen t- .. n__"__~ _. . .. -. ----.----- ·-------¡ ;, ~ #t7>i' ,,-" .- ..- I . 112-03 PROPOSAL ._.~._---_._.- -~.-".- STORAGE TANK REMOVAL ,The existing storage tanks are located in thB City of Bakersfield at the site of Sam's U-Drive as shown on the attached drawing. The tanks are to be removed as part of a site clearance project --~-- ---~-,~." -_c_~~-~~"in--conjunction --wi-th--the Uni'on A venueG:täde Separation - Proj ect. ". Following is a list of tank and site characteristics which may be necessary to secure the required Health Department Permit. 1. The existing five tanks each have a capacity of 550 gallons. 2. There are no drainage sumps located near the Project area. 3. Test borings conducted for the Grade Separation Project indicates no apparent ground water exists to a depth of 50± feet. (See attached Foundation Investigation excerpts.) All soil contamination testing will be the responsibility of the Greater Bakersfield Separation of Grade District. The actual tank removals will be performed by a licensed contractor. . - ~ - - -- .u~ __ "____ -....- - --"------" .-,-=...... Q ..1 K~r~ çounty Heal th Oepartme."-"" . i.:-.. . D1V1Slon or Environmental H ~ 1700 Flower Street, Bakersfield, CA 93305 Permi..,--/&"QO F~ Applicatior8rd . ire 14,.L98~ ~- T\PPLlCATION FOR PERMIT TO OPERATE UNDERGROOND HAZARDOUS SUBSTANCES STORAGE FACILITY ~ of Appllcation (check): ONew Facility Dto'odification of Facility 6iEKisting Facility OTransfer of·OI«1ership A. Ðnergency 24-Hour Contact (name, area code, phone): DaysRoss Neesley 807-327-7561 Nights "" 807-871-~786 __ ._Facility Name Sam's U Drive. No. of Tanks .- ¿¿. - Type of Business (check): ëGasoline Station I2IOther (describe)Rçmta1 'R<¡.uj :Drop-nt Is Tank(s) Located on an Agricultural Farm? Dyes fãNo Is Tank(s) Used Primarily for Þtgricultural Purposes? Dyes Ell No Facility Address 2122 Union Ave~?; Nearest Cross St. B-et 21st and Snmnf T R SEC (Rural Locations Q\ly) OWner Sam Greenberg; Contact Person A. Freeman Address 14540 Oxnard St.· Van Nuys. CAZip 91408 Telephone818-785-1507 . . _ ,~Operator Ross Nees1ey ._CQI\i;açt,-Person E.- -S.truh1e~.~___ --. .----- Address 2122 Union Ave. Bak.C:! Zi¡SJ3305 Tele¡¥lone 805-327-7561 B. water to Facility Provided by Soil Characteristics' at Facility Basis for Soil Type and Groundwater Depth Detecninations Ci ty of BakersfieJIrèpth to: Growdwater C. Contractor N/A Address Proposed Starting Date WOrker's Compensation .Certification I CA Contractor's License No. Zip Telephone Proposed Canpletion tate Insurer D. If This Permit Is For Modification Of An Existing Facility, Briefly Describe Modifications Proposed E. Tank(s) Store (check all that apply): ~! Waste Product Motor Vehicle Unleaded Regular Pr_il.. Diesel Waste" Fuel 011 . B..:l D !XI B - IZJ m ~ ~ i 13-2 0 EJ IZJ 0 .('~ '-") 0 0 D B B 8 I . D 0 0 r K.C, Fè~~ ; 'f A?P I wi ß-3 f. Chemical Cam¡x>si tion of Materials Stored (not necessary for motor vehicle fuels) Tank t Chemical Stored (non-coamercial name) CAS t (if known) Chemical Previously S (if different) G. Transfer of Ownership Date of Transfer Previous Facility Name I, Previous' Owner accept fully all obligations of Permit ~. issuea to I understam that the Pennitting Authority may review am modify or tenninate the transfer of the Pe~it to Operate this underground storage facility upon receiviD;¡ this canpleted form. ... _. _.. . .n._'~__ __ _,______~ --~._----'~-- - ------- "---------...,. .._-~._.,,------_._--- .. -_._---.---- -. _.~.._- ..,...---- -" - ., - " ". ,. - ' ----- "-..- ...- Signa perjury am to the best of my knowledge is '!'his form has true and cor / Title ~ Date.f- ? r..-/ 3-1 '/- ~ l..' - _~:r: l.'l t'.; pe rID n. No .,r':S (,¡~ ó ~ TANK # .. \ (FILL OUT SEPARATE FORM At L~,"H TANK) -FOR EArn sEcTIõN,æECK ALL APPROPRÏÃTE-šõXEš-- Facill ty Name ..:.d'::l' ._; H. 1. Tank is: OVaulÌ:.~ ONon-Vaulted OIbuble-Wall KIsingle-Wall 2. ·Tank Material --æïCarbon Steel 0 Stainless Steel 0 Polyvinyl Ctùoride o Fiberglass-Reinforced Plastic 0 Concrete 0 Alœtim.ll\· D Other (describe) 3. Primary Containment Date Installed 'ft1ickness (Inches) 1982 ~" 4. Tank Secondary Containment --0 Double-WaU--c::J Synthetic DOther (describe): o Material 5. Tank Interior Lining -¡:fRubber 0 Alkyd OEpoxy DPhenolic DGlass DClay Olblined I¡lbkno,.¡'\ DOther (describe): 6.---·,Tank Corrosion Protection .,... . ~.._'- ...--.-..-...- --. .---~-.~-'.-. . - ~_."".~ =..~"_._.._,,.,_._"_~c._~_..~=~_'_'__..__''''. -UGalvanized [JFlberglašš-eiãd- D~lyethylene Wrap DVinyl Wrappirq EZlTar or Asphalt DUnknown ONone DOther (describe): '. Cathodic Protection: GlNone DImpressed CUrrent System [JSacrificial Anode System Descriœ System 6i Equipnent: . 7. Leak Detection, Monitoring, and Interception ~Tank: DVisual (vaulted tanks only) LrGrourxiwater Monitorirg' Well (s) D Vadose Zone Moni toring Well (s) D U-Tube Wi thout Liner DU-TUbe with Compatible Liner Directi~ Flow to Monitorirg well(s)* D Vapor Detector· 0 Liquid Level Sensor 0 Conductivit~ Sensor· . 8 Pressure Sensor in Annular Space of Double Wall Tank Liquid Retrieval 6i Inspection Fran U-TIbe, Monitoring well or Annular Space Eð Daily Gal.¥:Jirq 6i Inventory Reconciliation 0 Periodic Tightness Testirq [] None 0 Unknown 0 other b. Piping: Flow-Restricting Leak Detector(s) for pressurized PipirqW o Moni torirq Sœp wi th Raceway 0 Sealed Concrete Raceway D Half-CUt Canpatible Pipe Raceway D Synthetic Liner Raceway 0 None i] Unknown 0 Other *Déscribe Make 6i Model: 8. Tank Tightness Has 'nus Tank Been Tightness Tested? Date of Last Tightness Test Test Name 9. Tank Repair Tank Repaired? DYes DNa [iunknown Date(s) of Repair(s) Describe Repairs 10. Overfill Protection [JOperator Fills, Controls, 6i Visually Monitors Level OTape Float Gal.¥:Je OFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor OSealed Fill Box ~ne ~tk1known Other: List Make 6i Model For Above Devices o Fiberglass-Clad Steel D Bronze 0 Unknown Capacity (Gallons) ..10,000 Manufacturer . '_0_' National Liner OLined Vault 5lNone Otk1knoW\ Manufacturer: Capaci ty (Gals.) Thickness (Inches) DYes 01«> IXIlk\known Resul ts of Test TestiD' Company 11. Piping a. tk1derground pi pirw¡J:' iii Yes DNa DUnknown Mater ial Thickness (inches) Diameter Manufacturer DPressure ff]SUction L1Gravity"Approximate Lerv;Jth of Pipe RI.n . ... b. . .Jlnderground Pipil'l3 Corrosion protection:_ _____. ~.. --- --- . DGalvanized DFiberglass~lad - OImpressed CUrrent OSacrificial.Anode DPolyethylene Wrap DElectrical Isolation DVinyl Wrap DTar or Asphalt lXIunknown o None Dother (describe): c. un~rground Pipil'l3, Secondary Containment: DDouble:-wall DSynthetic Liner System ONone Œ]unknown DOther (describe): Facility Name Sam' s U-Di.~_ . (_ pennit t-k:J./~dð() t?C" , \ TANK! B-2 (FILL OUT SEPARATE FORM FOR ~ ~) .~ ~ SECTION, CHECK ALL APPROPRIATE BOXES H. 1. Tank is: DVaulted Dt-k:Jn-Vaulted DDouble-Wall IÏISingle-Wall 2. 'Tank Material --¡X¡Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-Clad Steel D Fiberglass-Reinforced Plastic 0 Concrete 0 AllEtinLID 0 Bronze Dunknown o Other (describe) 3. Primary Containment Date Installed Thickness (Inches) , gR::> "Á " 4. Tank Secondary Containment o Double-WaU--n Synthetic Liner DOther (describe): OMaterial 5. Tank'Interior Lining --nRubber Õ Alkyd DEpoxy DPhenolic DGlass DClay Oll'\lined C!ltl1Ìa1ow1 ,_,~_,""_o. . o Other (describe) :, . 6~ -'Tänk Corrosion Protection ., -crGalvanized [JFiberglass-Clad DPolyethylene wrap OVinyl Wrapping . &:ITar or Asphalt Dunknm.in DNone Dother (describe): '. .'. '., Catñodlc Protection: (¡None DImpressed Olrrent System I:lSacriflcial Anode System Describe System , Equipnent: . 7. Leak Detection, Monitoring, and Interception ~Tank: DVisual (vaulted tanks only) [jGroumwater Monitorin;i Well (8) o Vadose Zone Moni toring Well (s) [J u-Tube Without Liner . * o U-Tube with Canpatible Liner Directi~ Flow to Monitorirg welles) o Vapor Detector* 0 Liquid Level Sensor 0 Condœtivit~ Sensor* o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval , Inspection Fran U-TLt>e, Moni toring Well or Annular Space Ea Daily Ga~in;J , Inventory Reconciliation 0 Periodic Tightness Testing o None 0 Ik\known 0 Other b. Piping: Flow-Restrictirg Leak Detector(s) for pressurized Piping- o Moni toriI'¥] S\np wi th RaceWJY 0 Sealed Concrete Raceway o Hal f-cut Canpatible Pipe Raceway 0 Synthetic Liner Racewy [J None f] Unknown 0 Other *Descr ibe Make , Model: 8. Tank Tightness Has 'nllS Tank Been Tightness Tested? Date of Last Tightness Test Test Name 9. Tank Repair Tank Repai red? 0 Yes DNo :f]unknown Date(s) of Repair(s) Describe Repairs 10. OVerfill protection [JOperator Fi¡ls, Controls, , Visually Monitors Level DTape Float GaU3e DFloat Vent Valves 0 Auto Shut- Off Controls BCapac i tance Sensor D Sealed Fill Box DNone ]JlbknoW'l Other: List Make , Model Por Above Devices Ca~ci ty (Gallons) 2,000 Manufacturer National D Lined Vaul t (;¡ None 0 lbknown Manufacturer: Capaci ty (Gals.)' .. Thickness (Inches) " DYes ONe Gf{}'1known Resul ts of Test Testil'¥] Canpany 11. Piping . a. undergromd Piping: (ilYes DNo Ounknown Material Thickness (inches) Diameter Manufacturer DPressure fl)Suction DGravi ty .. Approximate Lerv:Jth of Pipe RLI'\ b. Underground Pipirr:J CorroSion Protect-ion :' . .. . . -' DGalvanized DFiberg1ass-Clad OImpressed CUrrent DSacrificial Anode OPolyethylene Wrap DElectrical lsol~tion DVinyl Wrap DTar or As¡X\alt ¡JUnknown o None OOther (describe): . c. Underground Pipirr:J, Secondary Containment: ODouble-wall DSynthetic Liner System o None ~unknown DOther (describe): J u~c ¿ b KL:.ljU 4l.t~ . . " . 4.. .0 _4 '. __::. 0." . ~i ~1 SOILS ENGINEERING, INC. December 21, 1984 File No. 84-4262 Ill. .. .... ..,. Kern County Health Department 1700 Flower Street Bakersfield, CA. 93306 Attention: A.n_n.. B~yc.e .. .~._--".- .~--~". . - -- --. ---..-- ,~~-" .~.,- - . - ._-,.- _,___.__,_, r .~.."__'_~_~_ ---.;.---- -'~--" ..---. ;~- ...:-.. ----. " .. -_.;:-_;::...-:._-.__.·v....._~.__..,.._~·._._ " ,_.- .~. - ~~.- ~~.- Subject: Diamond-Ki~g lumber Company Demolotion Project- Gasoline 1ank Removal Dear Ms. Boyce: 1his is to summarize ou~ telephone conversation of December 20, 1984, wherein we discus5ed procedures for review and testing of old gasoline tank installation. It is our understanding that the excavation will be visually inspected for signs of leaks, such as soil discolorations or petro-chemical aroma. After an initial inspection is made an~ no leaks are apparent, soil samples are to be taken at approximately three (3) points at a depth of approxi- mately two (2.0) feet below the bottom of the old tank. Soil sam- ples may then be combined into one (l) sample and subjected to the following chemical test:;: Benzene, 1oluene, EDB and Xylene. If these test~ prove negative, the gasoline tank excavation may be backfilled using materials previously excavated and no remedial cleanup measures will be required. Respectfully submitted, SOILS ENGINEERING, INC. ?~t/7-<- L. 1homas Bayne R.C.E. 26106 LTB:hk 2901 H STREET . BAKERSFIELD, CALIFORNIA 93301 . PHONE (805) 327-7065 DEPART'~~) / / / . ~!.J DIRECTOR OF ENVIRONMENTAL HEALTH ./ ( Vernon S. Reichard r' U I- \" U J 1\L.1I U 1700 Flower Street Sakerlfleld. Call1ornla 93305 Telephone (805) 861-3636 e) 'r4iN COUNTY HEALTH HEALTH OFFICER Leon M Hebert.on, M.D. ENVIRONMENTAL HEALTH DIVISION December 3, 1984 . .' .'- -- -- --- ~_....-- The Greater Bakersfield Separation , of Grade District.- '.- , - ,'" ,..' c/o Ronald F. Ruettgers 2707 'F' Street Bakersfield, CA 93301 ---:;...;..;.;-~.-...:.-.-;..o;:;;.:_ -:=.¡~ ~__ Dear Mr. Ruettgers: This is to acknowledge receipt of your notification of intent to remove one underground gasoline tanks at Old Diamond/King Lumber Company currently owned by the City of Bakersfield, located at the northeast corner of Union and Sumner, Bakersfiid, California. Removal of this tank can be initiated as soon as a permit is acquired from the Bakersfield City Fire Department. This letter will enable you to obtain this permit. Actual removal of the tanks must be in accordance with all Fire Department requirements. The required assessment to determine extent of contamination, if any"must be in accordance with the Kern County Health Department Standards developed pursuant to KCOC #G3941. This department must approve method and number for soil sampling prior to ini tiation. If you have any further questions on our requirements, please do not hesitate to call. Sincerely, /ßt1C (3a'LjJ~ Ann Boyce, R. f. Environmental Health Specialist II Hazardous Materials Management Section AB:aa --- -~._----- --- DISTRICT OFFICES De'ano . Lamont Lake Ilabella . Molave . Rldgecreat . Shafter . Taft OTHU' O"ICI., ANAHEIM _WEST SACRAMENTO SANTA ROSA --.- e) MOO R E &, TAB E R CONSULTING ENGINEERS AND GEOLOGISTS 2001 WESTWIND DR.. SUITE 10 . BAKERSFIELD. CALIFORNIA 93301 . (B05) 325·94B4 FOUNDATICN INVESTlGATICN Proposed Union Avenue Overhead at S.P.T. Co. M.P. 312.3 --Bakersfield, California --. ""- ~.~---, -'-~'. Client Greater Bakersfield Separation of Grade District c/o I«:mald F. Ruettgers, Civil Engineer 2707 F Street . . Bakersfield, California 93301 Designer DeLeuw, Cather & Corrpany 120 lbward Street P.O. Box 3821 San Francisco, California 94119 I ròecëiíbër:;'19 ;-:1983':1 -"'¥'.oNIì:'~",.:.ili:.·. _,.~w. .-..' ~~,·.-..-:o.,..- .... , i..Job Nö.<583-113 .,.._....:..·····0· 0'_-. ._...e-......:_u-,.. -,...... -. "_.~ e MOORE &-.4AB E R e..-·) CONSULTING ENGINEERS AND GEOLOGISTS Prepare this written report oocrunenting the ';r,Urk perfonœd, physical data acquired, arrl geotechnical design recomnen- dations. '.~';'--':::'- . FIEID AND rAOORA1üRY INVESTIGATION "---'~'~ .-.. --_. . _, ,k .,.__ _ ______.____ .......-_.. . ._~~...,..,....._..._~~.-.. ......~--.,;;-"- - ',___ ',_ _._ . :....:~_~·~~__'::.;_~_....n___.-._·_· ~.._... .--- Site Conditions The general terrain in the project area is relatively flat with a gentle gradient toward the southwest. The proposed alignment extends through developed property. The iIrprovem=>..nts on the property consist of several large buildings, PC concrete slabs, asphaltic concrete paving, and subsurface utilities. One building is supported on a dock-height fill. Subterranean nechanical pits were observed in sane buildings. A diesel delivery pipeline is situated in very close proximity to the proposed Pier 3. ~~~~~~~'ÐrP~?~~~J ...,.. ..........- ". . ~~~ ~.......---- '~~.j:'" '''-.' _ ' .'~~ p .'~ -.-q ~'....~. . ._.~ '\' --- .~-i"' "'-a f'æhè';"subsurf~ìèè'" ~lóratióñ':Wä;f ~fornëd' ·:i.Í{August·,~·;198:3 ....~âD:i:. inèloo€!([! r' ~'""".!;.:..:.,..:: ".. .Iì. '~'''>~:.::_...::-,.:.:"';.-.::~:::;:,;~.:.:.:.;:;::~ ~"':; :::.'~-';;';, -",.., ::-......;;.;~,;.,"',. .::;" --'>4~~~:--'Ji'" . ~dril1ing"".five 1Fiñëh diameter 'holl~stein ·auger."b6rìngs. todepths.(~f· :27.' to 1--._.;~,...~..¡-:.~ ....> . . ~..,:.-.~~~.: ...:.;..",': .);~..k..",.:., ..;. "!" :-.."..á....l->..:.:~,:,;>..~,,- .:"'.~.:.~ ~ '.:~L.....:..~l i,.......,~,:::...J.t....:...... o;r:.__ .~~, '. ,. . - ... -0 ...... ~~.\f.~~~.. The' ground surface elevations at the boring locations were obtained by level rreasurerænts using an elevation of 422.897 for the project survey EM 3 (top of the curb at the fire hydrant located near the southeast cx:>rner of Kentucky Street and Union Avenue). Details pertaining to the drilling operations. and locations of the borings are presented oti the IDg. of Test Borings drawing attached to this report. The boring locations are based on visual aligruænt and taped rœasurerrents from physical features identifiable on available plans and soould be considered approximate. ---.---.- \Job tiJ:"'SŠ3.:n:r:'--bëëëriDer"19· - '1983 ~ \; ~..~.._..'~~~:"':'-",,~~_~";,,:'..:r..::~,:_ ~".:.;.·.=~·:.:·:..Z,-:·~I.~.~.':'.~ ~. ,;...:..'1 -4- .1 " ~ --......- ,,~- ......- ~ ._. MOOR~ TABER . CONSULTING I!:NGINI!:I!:AS AND GI!:OLOGISTS Grourrlwater 'f ~\lb~uiXìwatéi--Sëë"""ge-wäš;"'ábsei:V-ed~rir":' ~'~úf;-'šiliSùrfãëè~lo" tioil\ ~''''~~t.:.~.¡-~~.~,.? jF .~. ~.....~;~,..~~~;.¡,v..::~......,...,~;;.;~-. ~Dœd~IÎ1"Â"-'~' £"'19833 ! . . ,. . ~~~1~...:-'",:~,,,*,,~~ ..1........-..·-· ..--- Lal:xJratory Tests La1:xJr~tory tests wer~ pe:~o~. t~!?rc:>.~~~~.~-,~.~í._~_~()~__~~~~io~ - design' reccmœndations. All in-place sanples retrieved fran the borings were tested to detennine IIDisture content and dry density. Representative sanples were tested to detennine shear strength arrl a:msolidation character- istics. The results of the llDisture arrl density tests are sm..un on the I£>g of Test Borings drawing. A brief description of other laboratory testing procedures is given below and the test results are presented on -page A-I through A-4 of the appendix. . _n._ __~. _ ~ __. ~._.____..,___,~-",,,>Æ... In addition to the in-situ field tests, strength characteristics of the foundation soils were determined in the laboratory by direct' shear tests performed on eight urxlisturbed sarrples in general accordance with AS'IM D3080. The deeper sanples were tested -at natural IIDisture content and approximately overburden pressure, while the other surface specÌIœns were saturated and tested under several different normal loads. All samples ~re tested in a 2.5-inch 1.D. circular shear box, using a controlled diSplacement rate of O. 058 inch per minute. Settlement characteristics of five representative samples wer.e evalu- ated by Iœans of lal:xJratory consolidation tests. These sarrples were tested in a floating ring consolidoIœter using a dead weight lever system for load ./ application. '" ,.- ._- ------ ~ -. - .-. - _...._...._.~-_~......_ _'_..~._.. ,._t""'.>._.";:---..-r:.~...:.....:r'~_~'.' --~~.~.. (Job No....5.83-ll3- Decenœr 19, ~98J1" l. ~~~~~":'~~"'iJ...·:.:::::;;:'....~",".'·:.'''''''''''''·''·~-_'' -... - -6- . . Job No.112-03 GREATER BAKERSFIELD SEPARATION OF GRADE DISTRICT -1t8' BUILDING DEMOLITION PROJECT IN ACCORDANCE WITH THE UNION AVENUE GRADE SEPARATION PROJECT ADDENDUM NO. 1 . .-. -.- - BID OPENING: June 27, 1985 2:00·P.M~ OFFICE OF: Ronald F. Ruettgers, C.E. 2707 F Street Bakersfield, Californi~ :TO ALL PROSPECTIVE BIDDERS: .... , ~-~- - , Removal of building at location No. 2 shaLl_ ~Önsistof._the one building '-öi:ily inéludinf~' thê---fÍoo-r -slab or foundation for that building only. The canopy, pump islands, other pavement, pump island building, underground tank, etc., are not part of this contract. -- - "._-.,- -. ._~._ ___ -~'·._'___m___. No import except as necessary for underground tank removal at location No. 4 will be necessary. Local import from District property at the Northeast corner of Union Avenue and Sumner Street will be available for this purpose under direction of the Engineer. Final grading at building re- moval sites will consist of leaving the lines and grades in a smooth and even condition immediately under the area of removal. The following schematic diagram shall be utilized to estab- lish the work required at location No.4. ¡éGMoPï /4 ~mat1¿, . I/tZvl-s ~ .o~ c. f¿1'¡ /I J- ¡::JfNJ t v..J1 A.~. r.¿ "'" (J v (. ¡;;:-- ,u..t J.5 e^-l ~v¡sf. G"VlG E ¥ (.,tA.-tI á-~ . ( Ii S / (, (,~ ( J (á 1"'cJ y' .(,lNLoJ V ¿ rð-n/Lsz/ NOTE: All Contractors bidding this work shall denote in tbeirproposal that they are in· receipt of--Addendum' No.1 Page 1 of 1 ',' i~ j~ ~, ''i .' h :! ï \~ Jt -'"! 1'~, :1~ '" nf :~ ." ,.; \~ ;~ ,.:i ,I! .~ u'\ ::! .~';¡ .,'~¡ 1~! ".{y ,it ¡; t~ ;1 ] i t , ì ), " '. .. -,--_. .- -- . '-. -".- ;~... ~ --~-~-'.~ . "" . .. ~..- -~.. . ,.. ~'._"- -...; -~-, -: -- ¿4th s+ Z3~ S1- ~ o~ ~1 22 ND S t .J' ý. ~ý ~ La::8 hon If 2 OLD US/} SeY'»lC 51;JIIt",orr,cc dllJ R cs. . ,(' Dom , \~ ." ~ ,~.- ~..- .~...- -"~~' . \ . Lac3 IÙM .:it 1. M;}lIy(!s.s FácIDr'y-12 & .¡~ kenluciy SIJ-cc;r -- -- ,-" -::'"--.-,.---: .:;':~- - ;....-= -'~._- --- ..-".-.--.-- -... -----.. --- ._~ .__ "_>Þ- .._~_- .."",-,""~ .... ~~.- -' -- ..-.-,.-- _ ~ -'- ..-.- - " I<~ 171. - - ',Cq,- lIe: I: I Y .sf- ~ ::) ~ \} > "" Nor II, N.1:S. c ~ t: :::.J I? . . ~I I~ ~:ì-t-- <Jèj d . I--t-f- L O..:'élI,Dr, -i/- ";'4 ~. Ullde/'(}I{';lIn.J .S/f'rc'1t)e. 1c.-Jllks:· Fire (S) ~5!jð 6iJ/IM .h -Ia"kj ::.~:'l~',"bc:.··';ic¡';';j:~u' % ..3u 1J)l7er -Sf. ~·A~~ L ocð 110 r1 tr..3 N¿ln(.--~ (~ H7u/e /1.5 Lâfe ~/fð Ur}iO>1 IA'é!J)lIC- Permit Ii l Envir9~ental Sensitivity .,.::- ..~ :~--, . ^~ .. _Inspection Time UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACILITY · INSPECTION REPORT · '. :'- .'~;x:.:.~ v~ -', -?--, . Is Information on Parmit/Application Correct? Yes No Permit Posted? Reinspection {.:..-..,\"..~ lJ., ,[I (\ /,......, \ l f·") r...:·\\. .,'..( ¡ ¡ -.,.~ I .... .:' Yes _,No_ Facility Name No. of Tanks ,- ,:....-...~..~... : -A...", "-', ,.', " ". \ ¡' \'- ..-. , ' .......- \. "" '-i,', I '- ., '''.,... \'" ~\ \,. ~ /('.~ Address .,/'; \ ~: ..! '-. '"-- ¡.._s~ t'~',' \_~~:~~ . "'\ Type of Inspection: " Routine V J . ¡"" '.. Comments: I ( . ,.' .,r.',. T:, \ r---"'" (-., \- Complaint (::}('·..r~ ( ',"-\ \-.=:~\-" ¡.'\_,;.~ j. ,,", ..ç=:;» "'-, , \ ITEM ". VIOLATIONS NOTED ·e. . Groundwater Monitoring -- f. Vadose Zone Monitoring 2. Secondary Containment Monitoring: a. Liner '.~ ---.~. -~ ~ r· C~'\'i~;~'~~'~\, (=tJ~Ul'--(::";J Q\ \~ ~{\Y"~::e' \Q\{~~ \}.J~\,:""(O(\c.e 0< ~Zi:0l\d'\J\S2- ' . .... .os \:-e:."-'¿'¡'0'1 ~~ .:t. \~Î:\c\¿'1 mvs".\ \~~e... \ ···~;,,?~2(~o~~~\~~~~ªS~~~~~;',":~ \..,"-.),6\\ -\-O,\~~' :.... '-'''''-~'''''''''''':--""",....,.:', ..'.....". ,', ' ;;. ., 1. Primary Containment Monitoring: a. Intercepting and Directing System' /7), . <""!!':"þtandard Inventory Control Monitoring ÐOdified Inventôry Control Monitoring d. In·Tank Level Sensing Device ". b. Double-Walled Tank c. Vault 3. Piping Monitoring: a. Pressurized ~ction c. Gravity '<...;~.' . >f:.' -¡....... o ~:\.À\~(^\ " . '-- .~(.? ' ":''2' ''-.. \ - ~"'-.. n ,>-, \}J'~' ,.~_ -\' " " .... ~ " "- / 4. (;yerfill Protection ''--'"'''' ' \::'c.:>Y·,<"·'S \""-J'/'CJec:'(\ \ï~ rd'Vo~y"\ ('e.ç:,~o<~ C.\ê"OY\o-~\}\Ò O-r<'·Ò ~''OQ._\S G:\ Q\\1-1YYB ~~~\ 3 µ '1/ \, ,(~~ -"f' ..:."~:\ -..'-: 5. Tightness Testing ., .~~ l ¡..=,:::\\., .~~: ""f. ~ . ~\\;..r..~:_ "..... 6. New Construction/Modification "'" 7 . Closure/Abandonment .....-- . "- ,-. :;"'--, ..... ., ... , ..... .' \" "'_...\ - " ,'.........t ,.' ("Þ \"'-'\"-~)\''-:~ - .;-...,'\' tl .~., \..."\ 0.......q .-J '.~ ~-.,;'" . 8. Unauthorized Release ",,---., 9. Maintenance. General Safety. and Operating Condition of Facility ..... "- ~ -::¿G:'\"'{~'ç~'\C\ \, '\ I ~l'Ñ' .~\ .~_ \~, \1 cfy"';·...-)\L"- \( ,,!\C::V'\\ -\::>-.\"'::" /1 '\ \.f"C-,(" ,r-, \(' (·0 \' \" 1'\-FC.\r \-e' r t --\- C \ ~ ''\'i<"')- 'i \ \' \ ~ G '. ',W \'\ \ .\[ c '/'A- .,\.::., -i;- f\ '/\'\1'. ·o,.\\~\:~.r·Y"\~~ (?,:'\C"i>~ ~.;?Y'~ \I~\\\iK"" .s,'-r LÜ -,j.\,.-i. 1, \'('V .\P)..,r /'i\....C....'\:'-, \ ~I\( \ 'h-" ,r, . \ I ¡/{\!\:- "';. '- I \r....... '"'.... . ,;.,¡..... r. '\ , . ¡.J . ~ .' '"'Reinspectlon 'S¿hedu led? .....\J.. Veš-~'--~-'~~'r¡iC;' ... -~~'-"-"-' ~----'~---- '--Approxin'lIite Reinspection Date ("J.(~~ &). It¡" \ \2'/\! (Ï"·Ðr~r\-í:~\~'::J"- ,\. ,;-..",1. \" ':,~ . \,.J. .' ,\\ ~·\U( )"-._;"'- : F~< ,;~, / ( ~~ INSPECTOR:--·.\._.\j'..}.·.,,<. '-._.1'\ ":"._ \J'..).\ .~'·":~.r:..'.\/\<L\-::\-~REPORTRECEIVEDBY: "X", >~"'.'I.'-d \_ 11,.1 l'¿.C", (,i.-.;' / i Health 580 411317017·87) \; .,..,,...~, ._.'....../ ,,- '-C-·:'! '-"-N '-'-''''-'""><''' - T'-"".~ "" i ;'\'':I~' ~ \ \I 1 I ......J. .....< ~- ,-i....."'; i .:.. l,"¡ UJI'f I ,:'\\.,.JL U.6.":=- I , ¡ --3" ¡¿:. .-.)iII -~'7;::: . "" ,3':,'::8r:, 3(';~:2 :-:-:: ill .' 'dar'8r':;~:'?~:~ "~~l~,~~'~::3¡~\{.. ~\~rtt'Î ¡ 51-810 !\:J.._'' V\ '-" ..# I .....\J. ~ .#'-"- --µ \ . -"\ \\\ .,' ~(, .-\~. \J~ 'et::: I I. 1 PHASE I I VAPOR RECOVERY INSPECTICN FORft1 / . I .-- , ~..-\ '1\ . (\ é) NIl f7'ìr) l· I St'at 1 on Lccat'; on' !'... /1 \ .ì ¡ !\" \ ~~v'\ i-.i\ \ f) 0/0 4 - lJ v""T~ .:, I ;~,~ ',-" .~ +~~:"'~._ ¥···?)·~'·"(f~'-'·"·"·:"'~Y"¡""'''''''''--''"~·''-l.ç\,=··..·......m....."'=";'~':"'\ r(~,\ /\ V\\"~'~\;Tj\:":'~-'''''-''C\''\qQ2}' " U~::)ðl ..¡ ,.u_ ,:,..;.:.......:<>1....... (\.............::~ty"')...,.,.''il::.~{ö-\.. ........."..........."... '. . . f ~ Ut.\...,-t::~,.\g_:~ ~ . P...".."....................:]) ¡ :~or.'t.è3t.::t:_'-=.'?,.......::.:r"';~t. +:~'"~,T°;;cc\;;' .,':::",:=:,-"':::::"",,, SyS""'" Type, ,3A¡~. ",,"f!.,-§!:!.., ,HA .,., __, 11 Inspecto~\\.~ß~<:'~4+1{~Va\:e.\J?x:_~ªC!_.~m. 'N~~~ ~e Rec' d 8y~,{/:...:.:..................f;~..~!.!...rfj~:~ 'j i I V I NOZZLE; l~ 8 ¡ ¡ i ¡ 1 ¡ I ¡ \ G.AS '3R.~[;E ~ ¡ t l' ¡ Iii i ¡ I I Î ¡ NOZZLE TYPE ¡ I.... \ * ¡ ¡ ¡ ¡! ¡ ¡ f~'" Ij' 1'-"-1 '1'11 I T r N 2. CHECK VALVE 1 I ~ 3 . FACE SEAL ~ . [ t 4. RING. RIVET ~ I E 5. 8 ELL.'::~1iS ; '.. i ( ! 6. SWIVEL(S) i ~ ¡ I 7: FLo,.l UMI. TER (e...¡) l.¡ ~~'11IJ~ l. 1. HOSE CONDITI'JN ( I V ¡ .:\ .;.. LE~¡GT;-1 : ~ ì P r '.J ~. CONFH3URA.TICi'J ! / I i\ I' r ¡ \H 4. SWI\/EL. ( I) 5. OVERl-iE.~.D ,~EiRP.,CTCR ¡ t i 1,-:-.: ! I ~ ~ ~ :~~~:\:'~:;~:J:)N :1- ¡ / j .. ¡ð.Ð1r~Jr;fz'f!],f!"¡;ML17.i!:¡;1h~ß:'f:B~ . / : / I ¡ ¡,ey to 'zy's <;: err: :~'ees: .., 1: 8A=8ô 1 ance ;':),t:::::~(?9ley ,I :;;;1 ¡ RJ'=R,"'d .) "'c·,··-:e_t' : .'-':1 "W' ! -c' ,.. -':0....= ''''''''-.n 'l~ <;; ..;,;,;¡: _ ......f""': _ " ,::::I.~.~\:;;, .¡!il~:I; ~ .1 ¡-fI~~ r""t HJ-~=:~'~S,.5t:?::.'-'· '..~ T ;,\ØmEtJ~ji~flt:kJ~~EfKli<S;~E'r~!"r:·t;hr:.lœJ',kfoo'Tf.:~¡ÞliF:;~ \ ¡ [** INSPECTION i':ESUL73 .'!<* !I I ~'\¡:e\1 tc:: '~'~2sp~c:i:::r ('8'3ulr:2: ·.3lt~ï"'·!"',= I.);, . :~er;a~'¡~ tNithin se,;en I '"","ENT' fr ' ") .; ~·;9;;ja b ~ s~'¡2 ":;" '¡ ¿~ zt,; ~:~$'i .~_:~:r~:;c t" l~e~a::, ~_Iì I \¿ . ¡ ~ ,..I\D~C~1ryp~:....··h\~.................CvLv_.............\....ÇL~q""I"""--'f "~,~'".\..~'èç........\-(b~__.. [ ,..._~(~~(\¿::1::......s\i~~~_:.........W..:;y.:::,8=~'EX~~\...t.c.s:~:{>.--QV..............e:1(;...~Y.:\'¥F,b.\(l~..,.._--.._.. ¡ .--_.._.......~--::\C::C.~L:J..,Ç.:n.__.........\J.C-R\.\.C\.....u£:-ß,Q.V::y':.......\::::~.O.:....qQ..........~........... \_..:._...~.\:.S..l:...___......__.........:... !:i<* VIOLATIONS: SYST2-t3 ,..,.ARi-\ED WlTi-l A 'T" CeDE !N !NSPEC7ICN ,~ES !L TS. ARE IN VIOLATION OF -:ø-KERrrCCCNTT AIR POLLUTION CCNTROL DISTRICT RULS(S) 412 .AND/OR 412.1. THE CALIFORNIA ! ** HEALTH & SAFETY CDDE SPECIFIES PENALTIES OF UP 1"0 $1.000.00 PER DAY :=OR EACH DAY OF ~ VIOLATICN. ïELEPHCNE (805) 861-3682 cœCEF:.NING FINAL RESOLUTION OF THE VIOLATICti. f NOTE; '-CACIFORN LA' HEßLTH":ÇSÃFm~cöÓE" SECTION 4'T96o-~Z .-·QECU !ÞES-THAt--ffiE A.éOvE~LïsfË-i5 --;f'::öÄY .-.--.- . ¡ DE:=ICIENCISS 2E C09-REC-ED WITH IN 7 DAYS. FAILURE TocarlPL'f :VI.AY RESJL T IN LEGAL .a.CTICN I ¡ ¡ ¡ í - --.~-- ,. }...*" . " ". \ ~. . ," ",: "r. e_ --~.~ . .._.... __. - "0 . . . .. " +." " '. >.' \ ..-.... ! I ~/¡ /'....: y I I r I J 0\ t X1Q. (Y\ (ì! k,JAì (0 J\ ri -\ -\ ^- \ rh ì ~.\ r,",,'!' " c. AI \ \ ~ -t ("I~"""\r' \ \ '^\ " h__~ ,r y, ~ , !~ \br D ~ ~.t\ ~~I 1'......\;' ¡ ; '! \. ¡---,."'- ì\~ , , I - ".l ... f( \... "". .- " ./ I 1/ I ,.1 ! ! ,. I : i \ ¡" ¡ I \ ! ¡ . I , ¡ ! :-<2\1' ;::.:J d-at-fc:'ienc'ies; ¡~C:: n~::)'C c9r't·iti.~. 8= broken i'l1=>1'Ìss-:ng, ïO= tOi'r,. ==: fla\:. n·/= ::angled.". .~C= 2;;;~S' ;3di{'i~-:~~; i ~. ::~:;;. ~ ;::n3,;, -:::;?~ :r:oS~R= f;,ayed. ; f:;~ , ! ':'. 1==rIJ,~.. ...... i$f ",.\. ·.ß e,E;;N alrr AIR POLLUTICN CCNTOOL DISTRI~, ::'700 '¡IV," ~=:treet. ~::'u'1·-·te '275 -- . I , ¡ ! ! f I ¡ ~ ¿~~""'.., _ \ \, \\ .~\ . , _ ~'; \ ~.,,-_, ¡ " ". {\ r. ~Q\ \ l I /~ \ ¡'::"'at:ií'n ,'~ame t'\0L:'\\-",\"', ~ \ \/;:. ¡ ·-c·,,·ticn .. \./' I '0/'·.-\' \I'... j \\: 1,:' O/(î * 1,--\ '--\ ~ ¡ - '- '""'. "",.".""~"".::~_;,,.'-",,:.\._..~<..:,..~<.. '-'-' ~ ::::::-...,..:::::...~.,............)..,..>.;....\....,--,\...1..,,,,...:..L...."~t.:,,~...... 1 / ~ . ..... ..."..........""............." ¡._-~.-------.~----. __~-h.__.-.-.'... f) ð ~ot \\3 . ..---------.---------,..------\+-..-~~(\ . G t4e% : ~~nlyl;~n:;dd"êS·~:a~;b~'3-¿~~.:~¿r~--:~-;~~==::~~:ty ':~~~:~~~-;'~' ...... ¡ ,...,+..-;~.........J.......Q_......... ~5.t)::JQ£)'..mªlQè>-"mm.... '~ I /.\ '-". C---:t <.\ '. .-\' ..., ' II rn$pector"':;3.~b,j~L~.::.,::'2::-Noti~::e:;d ~;-;;--;;~~- .~~~\;¡'\ff~6k-\~·· . .,' . ';~ t l \_ ~2J F'~ " . '. , . 1 c'., I _,J~_I'.BQQh\ÇI,çuL,.. f'UL. P, 2" R) -' . ~~~-'\ -~~,~~._,- - '.' 9\e I ':: ::~~~:ï~t:~~~Ë~~~: 'C:P -------. ~ 4- 7\ . . ~¡;;£;t.jr,;.. 4 '~:19 OR MISS~NG F,ILL CAP . =ë~ -" ~ p. 8, .iKEN CAr-'! Loe., CN vA-POR CAP . \ ~r; 6. FILL CA.PS NOT PROPERLY SEÞ.TED ± ~ 7. VAPOR CAPS', NOT PROPERLY SEATED ;.:\.ç. '* I . ~~¿" -' ".__ 8 GASKET MISSING FROM FILL CAP -L - , I~ g,: MSKET 'HSSING FROM VAPOR CAP ~ "~.' .' "0'11 10. FILL.. ,ADAPTOR NOT ïIGHT . \ :. ¡ 1. VAPOR ADAPTOR NOT TIGHT ;l , l' 12. GASKET 8ETI'iEEN ADAPTOR & F1 LL.. ~ \ ZU8E MISSING / I1I'PROP~RLY SE.ATED if\! " ~ DRY BREAK. ·;;;Þ.3KET3 OETERIORATED \, \,'\ 'Lv / . 1¡, EXCESSIVE \/ERT:CAL PLi.\Y IN, COAXIAL FILL TUBE: ~ \ -L 15. COA~IÂL FILL DJ8E SPRING MECHANISt'!! DEFECTIVE L -¥-,',' 16. TANK DEPTH. r~E:~URB'I18,¡T - 17, . T~~:îENG~ MEASlJ~EMENT ~.. ±. :8. DIFF£RENCE (SHOULD 8E 6" OR LESS) ,,-~:. 8akersfield. CA. 9330'1 (805) 861-3682 PHASE I VAPOR RECOVERY INSPECTICN FORM j .... "\. í I I ¡ [ I " ~ Ô.<VéD J "" WARNING : SYSTEMS I"1ARKED Wlr¡}¡ A a-iECK ABOVE ARE IN VIO~TION OF KERN CCUNTY AIR POLLUTla..I ¡ ',,,,,,** - G.f)NTROL D [STR I CTHRbLE( S) . 209, it i 2" AND/OR"4 t2' ~T:"11îE CALI FORNIÄ-RE~m_·&·__SAFETf<-CC1)E·~~,,-c~~~·~·-· : .,,¡ele$: SPECIFIES PENALTIES GF UP iO $1,000.00 :.:>ER DAY FOR EACH VIOLi.TICN. TELE?HON~805) i ",.-,.:t: 861-3682 ~CE~NING FINAL RESOLUTICN OF THE V IOLA.TION(S:· -.::t:'~'i<'"~ . ~f< ¡ I I f 19. OTHER 20. COMMENTS: J:Jj'J.ry~ ~. \-c ) -~&~(~(\~ .'~ '. , \\i\\Jfc..A\~~{~ \(\Q (ì 0lÚ~ ",II .. ~,., .Q.!