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HomeMy WebLinkAboutUNDERGROUND TANK 10/12/1990 Per it Operate to Hazardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE This permit is issued for the following: ~ Hazardous Materials Plan o Underground Storage of Hazardous Materials o Risk Management Program o Hazardous Waste On-Site Treatment "'....1I';f";', i .'iU.'1,:¡:4f·./I t ,I J fl.,: ) l.! ~.: ; Permit ID #:: 015-000-001319 _!J;j~"<' BAKERSFIELD CORPORA Tlq~.\Y:·'\i~~";,~":~~~r:(~i~'r!::::t,,).;>;?;,,~,~,, " LOCATION: 4101 TRUXTUN AVE lt~,")<; ':¡¡'ËÍ~KÉRS~IEID /'lQ,Ä·',§3g)~;<. ilö. ~i<1~:î~ ' -;,\¡. ¡d' " \ ,f:. , i , ~' f.. Issued by: TANK Bakersfield Fire Department OFFICE OF ENVIRONMENTAL SER VICES 1715 Chester Ave., 3rd Floor Approved by: Bakersfield, CA 93301 Voice (661) 326-3979 FAX (661) 326-0576 Expiration Date: Issue Date June 30, 2003 ~. \ I i. '1'. . '.~!. -----~ Per it to Operate y- Hazardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE BAKERSFIELD CORPORATIO ' , , This permit is issued for the following: , , '::Hlzardous Materials Plan ""';¡;" round Storage of Hazardous Materials agement Program Waste PERMIT ID# 015-021.Q01319 LOCATION 4101 TAN HAZARDOUS SUBSTANCE PIPING PIPING ',; TYPE METHOD ONITOR .....M .. 0009 DIESEL OW F PRESSURE CLM 0014 GASOLINE-UNLEADED OW F PRESSURE CLM .. ,- - Issued by: Expiration Date: *~ ph Huey. ffice of ental Servi es June 30, 2000 Bakersfield Fire Department OFFICE OF ENVIRONMENTAL SER VICES 1715 Chester Ave., 3rd Floor. Bakersfield, CA 93301 Voice (805) 326-3979 FAX (805) 326-0576 Approved by: ./"- . . ~ -, -' CA Cert. No. 00838 I City of Bakersfield Office of Environmental Services 1715 Chester Ave., Suite 300 Bakersfield, California 93301 (805) 326-3979 An upgrade compliance certificate has been issued in connection with the operating permit for the facility indicated below. The certificate number on this facsimile matches the number on the certificate displayed at the facility. Instructions to the issuing agency: Use the space below to enter the following information in the format of your choice: name of owner; name of operator; name of facility; street address, city, and zip code of facility; facility identification number (from Form A); name of issuing agency; and date of issue. Other identifYing information may be added as deemed necessary by the local agency. This permit is issued on this 2nd day of November, 1998 to: BAKERSFIELD CORPORATION YARD Permit #015-021-001319 4101 Truxtun Ave Bakersfield, California 93309 - ~.. - r-. . 11 - ·W( "'. CONTINUED (See 2nd File) -- ~. ---- ~. f\ groundwater resources inc. WJI It . ~. -~ 5400 ALDRIN CT. BAKERSFIELD, CALIFORNIA 93313 General Engineering Comractor Class AlHaz License No. 520768 CITY OF BAKERSFIELD CORPORATION YARD 4101 Truxtun Avenue Bakersfield, California SITE CHARACTERIZATION REPORT October 12, 1990 'ClO . \0\\1\ .) (1 . (7"' <'\1 ~_QCF y MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (805} 835-7700 LOS ANGELES (213) 724-3147 . . - ,) CITY OF BAKERSFIELD CORPORATION YARD 4101 Truxtun Avenue Bakersfield, California I" I SITE CHARACTERIZATION REPORT October 12, 1990 TABLE OF CONTENTS LO BACKGROUND 2.0 BORING AND SAMPLING PROCEDURES 3.0 FINDINGS 3.1 Borings and Soil Sample Analyses 3.2 Hydrogeology 4.0 DISCUSSIONS AND CONCLUSIONS 5.0 REMEDIATION ALTERNATIVES 5.1 No Action Alternatives 5.2 Excavation and Bioremediation of Soil 5.3 Excavation and Aeration of Soil 6.0 COSTS OF REMEDIATION 6.1 No Action 6.2 Excavation and Bioremediation 6.3 Excavation and Aeration 7.0 REFERENCES 8.0 LIMITATIONS ILLUSTRATIONS Plate 1 Plate 2 Plate 3-5 Plate 6 Location Map Plot Plan Logs of Boring Cross-Section A-B APPENDICES Appendix A Appendix B Appendix C Chain of Custody and Laboratory Analyses Sampling Protocol Leacking Potential Analysis . . /\ . groundwater resources inc. .,-v 5400 ALDRIN CT. BAKERSFIELD. CALIFORNIA 93313 General Engineering Comractor Class AlHaz License No. 520768 October 12, 1990 ¡ Ms. Dolores Gough Department of Environmental Health 2700 M Street, Suite. 300 Bakersfield, CA 93301 Re: Site Characterization City of Bakersfield Corporation Yard 410 1 Truxtun Avenue Dear Ms. Gough, The following is Groundwater Resources Inc.'s (GRI), a RESNA Industries company, site char- acterization report on soil contamination beneath the pump island for the unleaded dispenser at the City of Bakersfield, Corporation Yard located at 4101 Truxtun Avenue, Bakersfield, California (Plate I). Recommendations regarding remediation alternatives and general risk appraisals will also be discussed herein. 1.0 BACKGROUND On April 24, 1990, during the installation of the Line Leak Detection on the product line of the 15,000 gallon unleaded gasoline tank system at the City of Bakersfield-Corporation Yard fueling facility, it was observed that some leakage had taken place. Product line repairs were made by McNabb Construction and soil samples were taken under the unleaded dispenser and nonh of the dispenser island near the turbine pump area. Benzene and Total Petroleum Hydrocarbon (TPH) concentration from the soil samples were reported as follows: Location Under dispenser at 2 ft. 4 ft. 6 ft. north of dispenser and 6 ft. below grade Benzene, ppm 110 110 TPH, ppm 10,000 12,000 54 9,700 After review of the laboratory data, OR! was retained to fully assess the vertical and lateral extent of the contamination. GR! prepared a work plan for the site characterization on July 10, 1990 and implemented the approved plan on July 17, 1990. MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD, CA 93389 (805) 835·ì700 LOS ANGELES (213) 724·3147 I' i Ms. Dolores Gough . Department of Environmental Health October 12, 1990 . Page Two . . \ . 2.0 BORING AND SAMPLING PROCEDURES ! I A total of three (3) boring were made in the contaminated area (plot Plan, Plate 2) in order to define the vertical and lateral extent of the contamination plume. The borings were made with a RESNA operated 8-inch, continuous-flight, hollow-stem auger equipment, supervised by a ORI project geologist. The cores were described as they were acquired, and the core-sample tubes were immediately sealed and chilled to 4 degrees Celsius. Logs of each boring are presented in Plates 3 through 5. The core samples were delivered, with Chain of Custody, to BC Laboratories, Inc. in Bakersfield, CaIüomia, for analysis. I I ! I' I I Auger and downhole equipment, including samplers, were steam cleaned between successive borings to avoid cross-contamination according to GRI' s Sampling Protocol (Attached as Appendix B). 3.0 FINDINGS 3.1 Borings and Soil Sample Analyses Soil samples taken from boreholes were analyzed using EP A Method 8010/8020 for benzene, toluene, xylenes, andethylbenzene (BTX&E) and EPA Method 418.1 forTotalPettoleum Hydrocarbons (TPH) in gasoline. Cross-section A-B (plate 6), through the borings, displays the benzene and TPH concentrations as reponed by the certified laboratory. Complete laboratory results are in Appendix A (Attached) and summarized below: TABLE 1 Summary of Laboratory Results for Soil Samples Boring B-1 20 ft. Benzene, ppm ND TPH, ppm ND Benzene, ppm ND TPH, ppm 3S ft. ND ND Boring B-2 40 ft. ND Benzene, ppm TPH, ppm 10 ft. ND ND Boring B-3 15 ft. 30 ft. .0096 ND ND ND 35 ft. ND ND 40 ft. ND ND ." ND = None Detected Ms. Dolores Gough - Department of Environmental Health. October 12, 1990" Page 1bree' e· \ \- Boring B-1, was directionally drilled toward the dispenser island from a surface location 20 feet north and 4 feet west. Due to excess fill material that hindered auguring operations, the bore hole was aborted at a true vertical depth of 20 feet. On-site inspection of the soil samples, utilizing the photoionization meter (PID), detected neither visible oil staining nor petroleum vapors in the medium to coarse sand and gravels logged in the bore hole. None Detected (ND) laboratory results supported these field observations. Boring B-2, located 4 feet east of the surface location of B-1, encountered fme to medium sand with no trace of hydrocarbon contamination visible in soil samples to a depth of 40 feet. None Detected (ND) laboratory results also supported these field observations. Boring B-3, located 16 feet south and 2 feet west of the surface location of B-1, was directionally drilled to a true vertical depth of 40 feet beneath the unleaded dispenser and product lines. Fine to medium sands, with intennittent thin interbedded coarse sand layers, was logged in the bore hole. On site inspection of the soil samples taken every 5 feet detected no visible hydrocarbon contamination. Laboratory results did report a benzene concentration of 0.0096 ppm in very fme to fine grained sand at depth of 15 feet. TPH was reported as None Detected (ND). 3.2 Hydrogeology This site is located along the southern margin of the modem Kern River alluvial fan. River sand and silt of the fan onlap and wedge out three (3) miles to the northeast onto Plio- Pleistocene non-marine coarse alluvium which makes up the low rolling hills northeast of Bakersfield 1. The sediments penetrated by the borehole are characterized by river channel sands and silts. There is only a relatively small amount of stratigraphic variation in texture in all three (3) of the bo~holes. Kern County Water Agency reported the depth to unconfined groundwater in the S;~;Of 1~90 :; be 13QJeet below ground level at this site2. / 4.0 DISCUSSIONS AND CONCLUSIONS The vertical cross-section, Plate 6, through the hollow-stem auger borings and hand auger bores, show boring log data, lab results for selected core samples and hand auger samples. In cross-section, the plume is shown to have migrated to a depth of approximately 7 feet below ground surface. The plume is assumed to be cylindical in plan view. By extrapolation of decreasing Benzene concentrations with increasing distance from the central source, the basal diameter of the plume is approximately 8 feet. The approximate contaminated soil volume at this site is 45 cubic fee1;(1.6 cubic yards.). This extremely low volume of con~ated soil beneath the unleaded dispenser pump and product line was the result of the inventory maintenance program the City of Bakersfield maintains on a daily basis at this site. Early detection reduced the risk to the public health and the environment. Ms. Dolores Gough e Department of Environmental Health October 12, 1990 . Page Four . e 5.0 REMEDIATION ALTERNATIVES In review of the data obtained from the borings, three (3) alternatives are considered in the final closure of this site. I 5.1 No Action Alternativi No short term threat to air, soil, surface waters, or to bioreceptors exist.sat this site because of the presence of the gasoline plume in its present state. The 10" of reinforced concrete overlying the plume has negated the diffusion of the gasoline plume to the surface. The approxi- mately 4" thick asphaltic concrete that covers the entire Corporation Yard will also restrict diffusion of airborne hydrocarbon vapors. This site does not meet all of the screening criteria in Tables 2-1, 2-2, and 2-4 of the LUFI' Manual (4) for a general risk appraisal (see Appendix C). The 110 ppm Benzene concentration reported in the hand auger sample at 6 feet below the product line exceeds the maximum allowable level on the Environmental Fate Worksheet (Table 2-4). However, the long term health risk to air, soil, surface waters, and bioreceptors would be exn-emely low based on the surface coverage of the 10" thick concrete pad, preventing percolation of surface water through the gasoline plume to the local groundwater. It cannot be determined, from the da. ta available, whether the local groundwater would be imPacted. 7 0/ from the downward migrations of any hydrocarbons contained in the gasoline plume approximately 112 feet above it. Therefore, the~h~rt and long term rislc .10 Jbe local groundwªter cannot be e determined at this time~ ---- -' . _._. .___u _ . 5.2 Excavation and Bioremediation of Soil With this remediation alternative, the exn-emely small volume of contaminated soil (1.6 cubic yard) would be excavated and treated on-site utilizing the bioremediation techniques described below. The excavated soil would be spread on plastic in dimensions not to exceed 0.5 feet in depth. The soil should be benned to conn-ol run-off, and fenced to prevent unauthorized entty. The soil should be treated with nutrient fertilizers and bacterial cultures that are specially adapted to degrade heavy pen-oleum hydrocarbons. The soil must be regularly turned and watered to promote bacterial growth. The area should be covered with plastic during periods of heavy precipitation. Verification samples should be collected and analyzed on a regular basis to determine the clean-up progress. The excavation should be backfilled with clean fùl material and the site restored to its original condition. The shan term health ris¥: for tþis alternative ivould be from the dust produced during the excavation operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site. The soil should be treated until the samples collected verify that the hydrocarbons are below levels set by the Kern County Department of Environmental Health. Gt····¡ V·>·<'t-<";··.i· wi rç-0(¡, " f'e j W-f. d.ðv-. I ( r.ä. Ms. Dolores Gough e Department of Environmental Health October 12, 1990 Page Five . . ì ¡ 5.3 Excavation and Aeration of Soil With this remediation alternative, the exttemely small volume of contaminated soil (1.6 cubic yard) would be excavated and stock piled on-site. A composite soil sample should be collected and analyzed for BTX&E and TPH gasoline. Based on the laboratory results, the . contaminated soil should be spread on site in dimçn&· ot to e~5eed 0.5 feet in depth as per the ~ guidelines set forth in Regulation 8, Rule 40 ( ublished bY the KeTIl County Department of ---.I ~ .' . Envimnm-.Jm~ The soil should be bermed to control run-off, and fenced to prevent unauthorized entry. The soil must be regularly turned to promote aeration of the hydrocarbon compounds. The area should be covered with plas~c during periods of heavy precipitation. Verification samples should be collected and analyzed on a regular basis to determine the aeration progress. The excavation should be backfilled with clean fill material and the site restored to its original condition. \ - The short term health risk for this alternative would be from the dust produced during the excavation operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site. The soil should be tteated until the samples collected verify that the hydrocarbons are below levels set by the Kern County Department of Environmental Health. It is recommended that the soil at this site be allowed to degrade through the natural biodegradation processes presented in Section 5.1. This alternative presents a cost effective method of cleanup with minimal risk to the public health and the environmeJlt. (~J i.j(J\J/ r"c--J >~ ~ _ ~ .4&~1 Ch-.. ' t ~ eLi-+'-' ¡.,.., ~ \IV ~Jv~ L,.-A,...~ ciAL~- ) 6.0 COSTS OF REMEDIATION 6.1 No Action The cost that could be expected with the "No Action" alternative would be limited to restoring the concrete removed during this assessment. This cost is estimated to be $300.00. 6.2 Excavation and Bioremediation With this remediation alternative, the cost for excavation and tteatment of the soil is estimated to be $8,000.00. This price neither includes the cost to restore the site with concrete nor reconstruction of the dispenser island and canopy. 6.3 Excavation and Aeration The cost of this remediation alternative is estimated to be $7,500.00. This price neither includes the cost to restore the site with concrete nor reconstruction of the dispenser island and canopy. 7.0 REFERENCES 1. State of California Division of Mines and Geology. 1965. "Geologic Map of California, Bakersfield Sheet". Ferry Building, San Francisco, California. Ms. Dolores Gough e Deparunent of Environmental Health October 12, 1990· Page Six ' . 2. Kern County Water Agency. "Water Supply Repon". Plate 4, Apri11990. 3. USPEA. 1988. "Cleanup of Releases from Petroleum USTs: Selected Tech- nologies" . 4. "Leaking Underground Fuel Tank Field Manual", Oct. 1989. State ofC~ornia. Water Resources Control Board, Leaking Underground Fuel Tank Task Force. 8.0 LIMIT ATIONS . This repon was prepared for the exclusive use of the City of Bakersfield as it relates to the property described. The discussion and conclusions presented in this report are based on: - The test borings performed at the site. - Previous soil sample analysis provided to GR!. - The observations of field personnel. - The results of laboratory tests performed by BC Laboratory, Bakersfield, California. - Our understanding of the regulations of Kern County and the California Regional Water Quality Control Board. Possible variations in the soil or groundwater conditions which may exist beyond the points explored in this investigation might effect the validity of this report unless those variations or conditions come to our attention and are reviewed and assimilated into the conclusions and recommendations of this report. Also, changes in the hydrologic conditions found occur with time due to variations in rainfall, temperature, regional water usage, or other factors, any of which could effect this report. The services performed by GR! have been conducted in a manner consistent with the levels of care and skill ordinarily exercised by professionals currently practicing under similar conditions in California. The absence of contamination on or beneath the property cannot be guaranteed by this report. GR! is not responsible for any contamination or hazardous material found on the property. No other warranty expressed or implied, is made. Respectfully Submitted, GROUNDWATER RESOURCES INC. (GR!) DAJ :tab:macse ~~ D~Q. Dale A. Johnson, R. Manager of Technic on. P. Fitch General Manager f -, r I 1 . . '0. .} ~ ~.: :... ~!:~;~..:;.~~;- ~ij~.~....,.~> _nn :' ,:~/:~'~}1/~1P~~:~~~.,.... . '~!:..:~~ , ~ . . C ~ ,. ~ L . I "..\ . , '.' . ..... . . .,.. 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Line of Cross·Section D Dispenser Asphaltic Concrete 4· Thick PLATE 2 Truxtun Avenue Asphaltic Concrete 4· Thick 8 B.Q '" x c: c: 10 ,g¡.; 10 "0 c: ClIO;:) o.,!l!E °c:EI 0. ;:) CD I/) "0 ..... c: ;:) ~ c: 10 o - =æ:a-g CI"S ;:) ° CI E °1!!EI q CD I/) "0 ..... c: ;:) x c: c: IV o - =æ-"O ClB¡§ g,!!! E o"OEI . CD I/) "0 ..... c: ;:) Asphaltic Concrete 4" Thick .x c: c: .Q.!!! ¡¡¡= 0)0 mj Asphaltic Concrete 4" Thick r-\. '.' groundwater resources, Inc. ~ t N I SCALE: 1" "" 20' e J: ær I (0 (0 - PROJECT NO: 490-3 . environmental/geotechnical selVices 10109190 -----~-- -------- e e ANALYSES SAMPLE Lab Field !z î I .~ ::> :ï! a: \I) Hnu 8 w Q) HOLE ABANDONMENT :c. > cc \I) 1j' SOil DESCRIPTION ~ ¡: cc :::!: >. cñ TPH P.I.O. ~ ::;) s» Ù f' a. z Õ cñ ! w ~ i cc C .s::. :i ppm ppm :5 , " , , " , ., , , , , 2 8-1-5 Sand, med bm, fn to crse sand, no odor, " SP , , no stain (fllQ ,. , 3 , , , 3 3 SW Sand, mad bm, fn to ase sand, no , 8-1-10 " 3 odor, no stain (fllQ , " compacted < cuttings I " , I. , 4 8-1-15 SW Sand, med bro, tn to CIS sand, no odor, , , , no stain (filQ , , , " , , , , NO 2 8-1-20 SW Sand. It bm. fn to mad sand, mod to well , , , srtd. damp, no odor, no stain .; TO 23 feet Bore advancement terminated at 23 feet due to hole problems. Bore directlonally augered at 35 degrees. o SURFACE ELEVATION: 400 feet LOGGED BY: DAJ TOTAL DEPTH: 23 feet (TVD 20 ft) SUPERVISED BY: DAJ DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch TVD's true vertical depth WATER ENCOUNTERED AT: none encountered I GROUNDWATER RESOURCES,INC. LOCATION: f (805)835-7700 City of Bakersfield PLATE environmental/geotechnical services Corporation Yard 3 4104 Truxton Avenue PROJECT NUMBER: 490-3 LOG OF BORING B·1 page 1 of 1 --------------- e e ANALYSES SAMPLE Lab Field ~ - I t» :::J ¡. :;i a: "¡j) Hnu ~ w Q) HOLE ABANDONMENT :c. > CD (/) ì' SOIL DESCRIPTION ¡: a: ::¡¡ >- en TPH P,I.D. ~ :::J g» Ù ,.' 9 Q. \ w ~ z õ en i CD C ~ :i i ppm ppm == '.. '.. , .. r - '.. , ! .. fill material '.. '.. (no sample) '.. , .. ¡ '.. 3 , .. 3 3 8-2-10 SP Sand, mad bm. fn - crse sand. poorly '.. , .. 3 srtd, no odor, no stain (fill material) , .. , .. , 8 .. , , , .. 10 L , 4 8-2-15 SW Sand, mad bm, fn to mad sand. well srtd, .. , 12 .. no odor, no stain , .. , .. , .. 8 , compacted .. , ND 2 9 8-2-20 SW Sand, red bm, mad sand. well srtd, Iron- .. cuttings , .. 12 oxide stain. no odor, moist , .. , .. , .. , 6 .. , 2 8-2-25 SW Sand, It bm, mad to very crse sand, .. 12 , .. mod srtd, no stain, no odor , .. 18 , .. , .. 12 , .. 8-2-30 SM Sand, It bm, very fn to fn sand, well srtd, , .. 1 12 , no odor, no stain .. 20 , .. , .. , .. , .. 8 , .. 1 12 8-2-35 SM Sand. tan, It bm, fn to mad sand, mod , .. 16 srtd, no odor, no stain , , .. .. , .. 10 TD 40 ft ND 2 18 8-2-40 SW Sand, It bm, fn to mad sand, mod srtd, 25 no odor, no stain SURFACE ELEVATION: 400 feet LOGGED BY: DAJ TOTAL DEPTH: 40 feet SUPERVISED BY: DAJ DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch WATER ENCOUNTERED AT: none encountered GROUNDWATER RESOURCES, INC. LOCATION: PLATE (805)835-7700 CIty of Bakersfield environmental/geotechnical services Corporation Yard 4 4104 Truxton Avenue PROJECT NUMBER: 490-3 LOG OF BORINGB·2 page 1 of 1 e e ANALYSES SAMPLE Lab Field !z - I .21 :) - a: i ..J (/ Hnu ª c( w .~ HOLE ABANDONMENT :c. > m (/ SOIL DESCRIPTION ~ a: :e >- en TPH P.I.D. 9 ~ ~ ~ u w ~ Z õ en ppm m C .c :; ppm == r- a 5 SP Sand, dk bm, tn to crse sand, prlysrtd, I no'odor, no stain ¡ 2 6-3-10 SM Sand,lt bm, very fine to tine sand, mod to well srtd, moist. no odor, no stain I 2 SM Sand, It bm, tn gm sand, mod to well srtd, moist, no odor, no stain cement ND 5 6-3-20 SM Sand. rd bm, tn sand, well srtd, no odor, no stain, lronoxide staining 0.5 6-3-25 SW Sand, rd bm, mad to crse sand, mod srtd, no odor, no stain ND 0.5 6-3-30 SW Sand. bm, mad to crse sand, mod srtd, abundant clrqte, no odor, no stain ND 1 6-3-35 SW Sand, It bm, tn to mad sandy, mod to well srtd, no odor, no stain TD 43 ft ND 6-3-40 SW Sand, It bm, tn to md sand, mod srtd, no odor, no stain bore directionally augered at 15 degree SURFACE ELEVATION: 40 feet LOGGED BY: DAJ TOTAL DEPTH: 43 feet (TVD) SUPERVISED BY: DAJ DATE DRILLED: 07/17/90 DIAMETER of BORING: 8-lnch TVD = True Vertical Depth WATER ENCOUNTERED AT: none encountered GROUNDWA TERRESOURCES, INC. LOCATION: PLATE (805)835--7700 City of Bakersfield environmental/geotechnical services Corporation Yard 5 4104 Truxton Avenue PROJECT NUMBER: 490-3 LOG OF BORING B-3 . page 1 ot 1 ~~- ~ ---~ southeast ( ) northwest c - I I 50 LEGEND Boring Hand Auger sample ' Benzene. ppm TPH. ppm PID. ppm core sample Horizontal Scale: 1" = 5' Vertical Scale: 1- = 10' r\ groundwater resources, inc. .-p' environmental/geotechnical services PROJECT NO.: 490-3 10110/90 City of Bakersfield Corporation Yard Truxtun Extention Bakersfield, California CROSS-SECTION A - 8 PLATE 6 · e - APPENDIX A i I l CHAI N OF CUSTODY RECORD 5400 Aldrin Court Bakersfield. Cal1fornia 93313 Telephone: (805) 835-7700 Tele-Fax: (805) 835-7717 -. / "\ groundwater resources, ..,-:.' inc. LAB DESTINATION: ~qß - 3> PROJECT CONTACT:~I-e It ~ kV¡.$D ~ PROJECT NUMBER:-4.- ______ B~ ltL~$ P. O. NUMBE R_~5.tQ_Q.Ci____ ~LER(S): (SI~nature) ZI- oc. I< e rt/\- ~... ~)¿ '-~ -- I-W COUNTY: -u S AM ~ E Qw LAB za: ANALYSIS (563lYJ SAM P L E CONT AI NER TIME SAMPLE LOCATION Oz NUMBER NUMBER DATE uo REQUESTED TYPE TYPE. lo;lq G--I j!.,-I- ;"0 7- I ?-C(( I ()~ tC: A~ e ; tv t: +' ß rl<,. -de t' tJi ~ '1 x.t:-- I p It d; '" .: { .... . <:'0 I, '#'\ F ~~b 1< H,L, t.v/;~ ':r.. .:> ß-J-,JD / /1 '. fì.ç Ai. c..c .2..f> '.. f'l r&. í .J / /' '3 {3-,2 - ~S" \ II', I:> 4 le, í r~.x.-kh.. '- \ ~ Lf ß -;. -!Iõ> ( II', 3~ ( 6 I ~- 3-10 If , J '. ::'0 (, ß- 3 -IS \ , l,q'D ) \ ( 13- :s-;so ( J :ss ( l ') Q 8- 3-35 2/.,0 { , , q B-3-t{'o 2'.Zb ) J SPECIAL INSTRUCTIONS:_J15~__~~~_~~~_~~~Qd~____________________-------------------- 1 P~:~II:Q~~sS:.::~E HAZARD~: -----~-::;1-::~;;~4:;~J:~~:~y[f- ~ -Da~~;1~:1~tf~-~ 1. RelInquIshed by: J:i Date/Tlme:1~ORecelved bY:~.u.: f-.i.u:... Date/TIme: í!¡Q/1ðeJ. \. Re llnQu1shed by: Date/T1me: Rece1ved by: Date/Time: 1. Rel1nQu1shed by: CCR (Rev. 10/89) Date/T1me: Rece1ved by: WHITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE lOG Date/T1me: " ENVIRONMENTAL . e LABORATORIES, INC. . CHEMICAL ANALYSIS PETROLEUM I I' ¡ J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Lab No.: Sample Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) Date of Report: 25-Jul-90 6296-1 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-1-20, 7-17-90 @ 10:00am Date Sample Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Reporting Units Minimum Reporting Level Analysis Results ug/g ug/g ug/g ug/g ug/g ug/g none detected 0.005 none detected 0.005 none detected 0.005 none detected 0.005 none detected 0.005 none detected 0.005 none detected 1 ug/g TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By # ~. fØ:¡{.~/~ .Ji Eg n ,1'''' vJ. :ßdk Analyst ENVIRONMENTAL , CHEMICAL ANALYSIS PETROLEUM . e LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Date of Report: 25-Jul-90 r u Lab No.: Sample., Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) 6296-2 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-2-20, 7-17-90 @ 11:05am Date Sample Received @ Lab: 19-Jul-90 . Date Analysis Completed: 23-Jul-90 Reporting Units Minimum Reporting Level Analysis Results ug/g ug/g ug/g ug/g ug/g ug/g none detected none detected none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 ug/g none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By 17 a ~.Pf~ f. d. E in ~}. --1:, alk \ Analyst ENVIRONMENTAL . CHEMICAL ANALYSIS PETROLEUM I I I r e -' LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson . Date of Report: 25-Jul-90 i , Lab No.: Sample Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) 6296-3 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-2-35, 7-17-90 @ 11:15am Date Sample ReÒeived @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Reporting Units Minimum Reporting Level Analysis Results ug/g ug/g ug/g ug/g ug/g ug/g none detected none detected none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 ug/g none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By # ß t;6:~ ffAn~~ ENVIRONMENTAL / CHEMICAL ANALYSIS PETROLEUM . - LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Lab No.: Sample. Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) Date of Report: 25-Jul-90 6296-4 project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-2-40, 7-17-90 @ 11:30am Date Sample 'Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Reporting Units Minimum Reporting Level Analysis Results ug/g ug/g ug/g ug/g ug/g ug/g none detected none detected none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 ug/g none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.C.H.S. Cert. #1186 By ý! d,~;,-, . tlJ . 1 ~n ~a*t- I I I 1- ¡ I I' I I I ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM . e LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD;CALlFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson ? Lab No.: sample., Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) Date of Report: '25-Jul-90 6296-5 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-3-10, 7-17-90 @ 1:30am By pf~fë{Á~ . . E in , Reporting Units ug/g ug/g ug/g ug/g ug/g ug/g ug/g Date Sample Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Analysis Results Minimum Reporting Level none detected none detected none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 none 'detected 1 . TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 ~k -ßob- v Analyst ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM l I I ¡ . . LABORATORIES, INC. J. J. EGUN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Date of Report: 25-Jul-90 Lab No.: Sampl~ Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) 6296-6 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-3-15, 7-17-90 @ 1:40pm Date Sample Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Reporting Units Analysis Results Minimum Reporting Level ug/g ug/g ug/g ug/g ug/g ug/g 0.005 0.005 0.005 0.005 0.005 0.005 0.0096 0.037 0.0072 0.0063 0.014 0.0055 ug/g none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By " ß (f>~/ . . E J.n ~l~ . Analyst "I I ENVIRONMENTAL e e LABORATORIESJ INC. J. J. EGUN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) CHEMICAL ANALYSIS PETROLEUM Groundwater Resources¡ Inc. 5400 Aldrin Court Bakersfield¡ CA 93313 Attention: Dale Johnson Date of Report: 26-Jul-90 I-- I Lab No.: Sample Desc: 6296-7 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun¡ Sample #B-3-30, 7-17-90 @ 1:55pm Date Sample Collected: 17-Jul-90 Date Sample Received @ Lab: 19-Jul':"90 Date Analysis Completed: 23-Jul-90 Constituent Reporting Units Analysis Results Minimum Reporting Level Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene ug/g ug/g ug/g ug/g ug/g ug/g none detected 0.0081 none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 Total Petroleum Hydrocarbons (Gasoline) ug/g none detected ) 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By f! F .~.¡{~~ ~ . . E .ln 1~,t :!Jal~ Analyst ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM -e LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327.4911 Purgeable Aromatics (SOIL) Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson . I Lab No.: Sample Desc: Date Sample Collected: 17-Jul-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) Date of Report: 25-Jul-90 6296-8 Project #490-3, city of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-3-35, 7-17-90 @ 2:10pm Date Sample Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Reporting Units Analysis Results Minimum Reporting Level ug/g ug/g ug/g ug/g ug/g ug/g none detected none detected none detected none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 ug/g none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By ~ti ~~~ .. in if' ~L 1> a.£k . Analyst !. . I I I I , . e e LABORATORIESJ INC. J. J. EGLIN, REG~ CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) ENVIRONMENTAL . CHEMICAL ANALYSIS PETROLEUM Groundwater Resources, Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Lab No.: Sample Desc: Date of Report: 25-Jul-90 6296-9 Project #490-3, City of Bakersfield Corp. Yard 4101 Truxtun, Sample #B-3-40, 7-17-90 @ 2:20pm Date Sample Collected: 17-Jul-90 Date Sample Received @ Lab: 19-Jul-90 Date Analysis Completed: 23-Jul-90 Constituent Reporting Units Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene ug/g . ug/g ug/g ug/g ug/g ug/g Total Petroleum Hydrocarbons (Gasoline) ug/g Analysis Results Minimum Reporting Level none ,detected none detected none detected, none detected none detected none detected 0.005 0.005 0.005 0.005 0.005 0.005 none detected 1 TEST METHOD: TPH by D.O.H.S. L.U.F.T. method. Individual constituents by EPA method 5030/8020. As Received Basis Comments: California D.O.H.S. Cert. #1186 By -Æ~ ~¿;~~ . . E in -(~aly1? dLa- e . ENVIRONMENTAL LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 BTXE/TPH GASOLINE Quality Control Data CHEMICAL ANALYSIS PETROLEUM Groundwater Resources Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Spike ID: OFW Analysis Date: 23-Jul-90 Sample Matrix: Soil ,Uni ts : ug/ 9 ,- I- I Quality Control for Lab Nos: 6296-1, 6296-2, 6296-3, 6296-4, 6296-8 6296-9 Constituent Spike % Rec Dup Spike % Rec Spike RPD -------------------------------------------------------------------- Benzene 90.40 90.76 0.40 Toluene 89.03 88.92 0.12 Ethyl Benzene 89.35 90.49 1.27 QC Comments: , . i I i I. e,.: LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 BTXE/TPH GASOLINE Quality Control Data ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM Groundwater Resources Inc. 5400 Aldrin Court Bakersfield, CA 93313 Attention: Dale Johnson Spike ID: .OFW Analysis Date: 23-Jul-90 Sample Matrix: Soil Units: ug/g Quality Control for Lab Nos: 6296-5, 6296-6, 6296-7 Constituent Spike % Rec Dup Spike % Rec spike RPD ----------------------------------------------------~--------------- Benzene 103.04 102.44 0.58 Toluene 101. 55 102.95 1. 37 Ethyl Benzene 103.57 111. 03 6.95 QC Comments: e - \....J '. ¡ APPENDIX B r-\ · groundwater resources inc. ~ e 5400 ALDRIN CT. BAKERSFIELD, CALIFORNIA 93313 General Engineering Comractor Class NHaz License No, 520768 SAMPLING PROTOCOL ! - MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (805) 835-7700 LOS ANGELES (213) 724-3147 · - SAMPLING PROTOCOL TEST BORING PROCEDURES L Soil Sampling Protocol The following procedures are following during soil sampling operations utilizing the hollow stem auger drilling technique. A. Hollow Stem Auger 1. Soil borings drilled by the hollow stem auger utilize continuous flight hollow stem augers. 2. Augers, samplers and all downhole equipment are steam cleaned prior to use. fu the field steam cleaning is done between borings to minimize the potential for cross-contamination. 3. A G.R.I.geologist observes the work, visually logs the soils, and collects samples at appropriate intervals. 4. The Unified Soils Classification System is utilizèd to classify soils encountered. Additional geological observations are noted as appropriate. 5. Soil samples destined for laboratory analysis are collected by a modified California Split Spoon. This sampler uses three, six inch long, by two and one-half inch diameter (o.d.) tubes. Various tubes can be utilized to accommodate the type of analysis necessary: Brass All organics and general analyses (not to be used for copper or zinc analysis) Stainless Steel All organics and metals analyses for Steel copper and zinc (not to be used for chrome or nickel analyses) Plastic All metals analyses (not to be used for organics) 6. The tubes are cleaned and prepared in the G.R.I. laboratory. Tubes are scrubbed, inside and outside, with a brush and TSP. rinsed, dryed, and packed in clean containers with seals. Tubes are delivered to the drilling site in these closed containers to preserve the state of cleanliness. 7. After the sample(s) have been removed from the sampler. the sampler is completely disassembled and scrubbed in TSP and' tap water. It is then rinsed in clean tapwater and reassembled with three clean tubes. 8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused. 9. The sampler is driven by a 140 pound hammer with a 30 inch free fall. Blow counts are recorded as number of blows per inch of drive. \ - 10. The sampler is driven 18 inches at each sampling interval. The first (or lowest) tube is generally retained as the sample for analysis. The other two tubes are retained for back-up or split samples. GROUNDWATER RESOURCES, INC. PAGE 1 e e SAMPLING PROTOCOL TEST BORING PROCEDURES (continued) ,_. I 12. A sand catcher is used in the sampler where loose soils are anticipated. This will prevent the soil from falling out of the sampler. After retrieval, the sample is visually logged and immediately sealed with aluminum foil lined caps, labeled, and chilled. Clean ice chests and chemical ice ("blue ice") are used to keep the samples cold until delivered to the chemical laboratory. Teflon seals are also available for field samples. 13. Samples are delivered to the laboratory the same day they are taken, if physically possible. If the samples must be held until the next day, they are kept chilled in a secure location at the G.R.I. facility. 11. 14. Sample control is maintained by a Chain of Custody form which accompanies the sample. The fonn documents the time, date, and responsible person during each step in the transportation process. MONITORING WELL SAMPLING PROTOCOL ß. Groundwater Sampling A. All equipment that is used in a monitoring well for purging, sampling, or depth measurement is decontaminated by steam cleaning or a TSP wash and rinse procedure prior to use and before re-using when more than one sample is collected. B. Purge Volume Detennination The following procedure is followed to deterinine the appropriate purging volume prior to well sampling. 1. The depth-to-water is measured by a clean, electric level indicator. Measurement datum is the top of well protector. 2. Depth to the bottom of the well is measured by a clean tape and plumb bob. If possible, this is compared to the well consttuction log to deterDÚne inconsistencies, i.e. damaged casing, sediment in casing, etc. 3. Water volume is calculated by using the total water depth and the inside diameter of the casing. C. Well Purging and Sampling 1. Prior to sampling, a minimum of three to five well volumes are purged from each well to ensure that water sampled is representative of the groundwater . within the fonnation. 2. Measurements of H,conductivity and temperature are taken at frequent intervals during the purge. Stabilization of these values indicates that representative fonnation fluids are being removed from the well. GROUNDWATER RESOURCES, INC. PAGE 2 e . SAMPLING PROTOCOL I . I I I I I· I I L I L 3. 4. 5. 6. 7. 8. MONITORING WELL SAMPLING PROTOCOL (continued) In the event that the well is pumped dry. and alternate procedure will be followed. Once a well is pumped dry. the water that enters the well during recovery is. by definition, representative formation water. The well will, therefore, be pumped dry and allowed to recover to 80% or more of the original water level. Purge water is pumped directly into barrels on site until the proper method of disposal is determined. Samples are pumped or poured from a bailer into sampling bottles prepared by a state certified laboratory contracted for the particular job and placed in refrigerated coolers for transport to the laboratory. Samples are delivered by courier. directly to the lab on the same day of sampling, whenever practical. IT next day delivery is necessary, the samples are kept refrigerated at 4 degrees C overnight and delivered to the laboratory the following morning. Samples are ac~ompanied by a Chain of Custody form which documents the time, date and responsible person during each step of the transportation process. . The G.R.I. coded sample numbering system allows identification of sample and client to G.R.I., while not revealing the client to anyone else. PAGE 3 GROUNDWATER RESOURCES. INC. e e HEALTH AND SAFETY PLAN 7. The number of personnel and equipment in the contaminated area shall be minimized. but only to the extent consistent with workforce requirements of safe site operations. 8. All wastes generated during on-site activities shall be disposed of in accordance with all applicable laws and regulations. 7.2 Excavation and Well Installation Practices For all excavation and well installation activities. the following standard safety procedures shall be employed: 1. All equipment shall be cleaned before proceeding to site. and after the excavation and/or well installation has been completed. 2. Only the minimum number of personnel necessary to achieve the objectives shall be within 25 feet of the excavation and/or drilling activity. 3. If the emergency and backup subcontracted personnel are at the site. they shall remain 25 feet from the excavation and/or drilling activity. where practical. 4. Exclusion zones shall be established with designated hot lines. Delineation of a hot line shall reflect the interface between areas at and below a predetennined threshold contaminant concentration based on available data. This detennination shall be made by the Safety Officer. 5. All unauthorized personnel shall remain outside exclusion -zones at all times. 8.0 SITE SAFETY PLAN The personnel on site will be equipped with a draeger PA-80 air pack, gas tech D-ll vapor testor or an equivalent, a photo ionization meter, fIre extinguishers and any additionally required equipment for health and safety considerations. .................. PAGE 6 GROUNDWATER RESOURCES. INC. " , ! e e - I . , I . " . ! \ APPENDIX C ¡ ! . I' i i "¡ \ I I I : ¡ ;\. "~ . e \ \ and Table 2-.1 Leaching Potential Analysis for Gasoline Using Total Petroleum Hydrocarbons(TPH} Benzene, Toluene, Xylene and Ethylbenzene (BTX&E) The fOllowing table was designed to permit estimating the concentrations of TPH and BTX&E that can be left in place without threatening ground water. Three levels of TPH and BTX&E concentrations were derived (from modeling) for si tes which fall into catagories of low, medium or high leaching potential. To 'use the table, find the appropriate descriptior for each of the features. Score each feature using the weighting syste~ shown at the top of each column. Sum the points for each column and total them ( Match the total points to the allowable BTX&E and TPH levels. S SCORE S SCORE S SCORE SITE C 10 PTS C 9 PTS C 5 PTS 0 IF CON- 0 IF CON- 0 IF CON- FEATURE R DITION R DITION R DITIOW E IS MET E IS MET E IS MET Minimum Depth to >100 51-100 25-50\1- Ground Water from the 10 Soil Sample (feet) Fractures in subsurface None Unknown Present (applies to foothills 10 or mountain areas) Average Annual <10 . 10-25 26-40\l. Precipitation (inches) ID Man-made conduits which None Unknown Present increase vertical 10 migration of leachate Unique site features: None q At least More recharge area, coarse one than one soil, nearby wells, etc I COLUMN TOTALS....TOTAL PTS I LfO + q + = I§] RANGE OF TOTAL POINTS 49pts or more 41 - 48 pts 40pts or less MAXIMUM ALLOWABLE 1/50/50/50 .3/.3/1/1 NA\2 B/T/X/E LEVELS (PPM) MAXIMUM ALLOWABLE 1000 100 10 TPH LEVELS (PPM) \1. '4 \2 If depth is greater than 5 ft. and less than 25 ft. score 0 points. If depth is 5 ft. or less, this table should not be'used. If precipitation is over 40 inches, score 0 points. Levels for BTX&E are not applicable at a TPH concentration of 10ppro -27- '. GENERAL RISK APPRAISAL "\ FOR PROTECTION OF WATER QUALITY: APPLICABILITY CHECKLIST YES NO 1. Is the site in a mountainous area? (shaded moist Xv areas &jor areas with rocky subsurface conditions) 2. Is the site in an area that could collect surface runoff or intercept water from a source other than 'Á the natural precipitation? 3. Does the areal extent of soil contamination X exceed 100 meters'? 4. Do the concentrations of fuel constituents in any soil samples exceed the fOllowing amounts: X benzene - 100 ppm, toluene - 80 ppm, xylene - 40 ppm, ethylbenzene - 40 ppm. 5. Are there any records or evidence of man-made or natural objects which could provide a conduit for "^ vertical migration of leachate? 6. Do any boring or excavation logs show the presence of fractures, joints or faults that could act as a K. conduit for vertical migration of leachate? 7. Do any boring logs show that contaminated soil X could be within 5 ft. of highest ground water? 8. Do any boring logs show the presence of a layer of ~ material, 5 ft. thick or more, which is more than 75% sand and/or gravel? "J ,.... . ''', )'.i ",' ;~: , t: C ¡.' i t-': . !~ . ~: ~: :¡¡ " :." f: ~,¡ " ¡ ï 'j I I ·1 I , I I I I I Directions: 1. 2. 3. ì: . TABLE 2-3 " " .", " " ~ Boring logs taken during the general risk appraisal can be used to answer questions 5-8. In addition, analytical results of the soil samples taken during the general risk appraisal can be used to answer questions 3 and 4. Lateral migration of constituents to problem areas should also be considered in questions 5-8. The above checklist contains questions which are designed to identify sites with environmental conditions which could produce a greater risk to ground water than was modeled. The results of the general risk appraisal are most applicable if all of the questions on the checkl ist can be answered "no" with reasonable certainty. If any of the questions on the checklist cannot be answered II no" , then the results of the general risk appraisal may be less valid. -29- GARY J. WICKS ,'Agency Ólrector (805) 861-3502 STEVE McCALLEY Director e( .r RESOURCE Mike'Rogers City of Bakersfield 1501 Truxtun Avenue Bakersfield, CA 93301 SUBJECT: Location Known As PERMIT # May 18, 1990 4101 Truxtun Avenue Bakersfield, CA 93301 Corporation Yard 180008 P 540 625 768 '" ::: S .. '" N ... .. en o a: ci ui ~ Postage Certified Fee Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Date Delivered :g Return Receipt showing to whOm. ~ Date. and Address of Delivery Q 5 TOTAL Postage and Fees "'7 5 g Postmark or Date CD CO) e .. o II. VI Q. .i.. ..~ ~ 5 -I P-:-9 (/ .; Dear Mr. Rogers: This letter ís an official notice to inform you that the property described above has been determi ned by Kern County Envi ronmenta 1 Health to be the site of an unauthori zed release of hazardous materi a 1 s from an underground storage tank. This notice is sent to you because our records indicate that you are a responsible party for this property. As a responsible party, you must provide for all studies and work relating to the above described property and the cost for oversight of these activities. California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48 require a determination of the threat to the environment as a result of this release. THE RESPONSIBLE PARTY SHALL, ON A TIMELY BASIS, DEVELOP A SITE CHARACTERIZATION, FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY ENVIRONMENTAL HEALTHIS REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED. Enclosed you will find attachment "A", Handbook UT-35, which states the minimum required site work plan activities, the necessary requirements for selecting environmental contractors qualified to perform this work, a glossary of terms, example illustrations, and a section discussing the answers to commonly asked questions. According to the criteria listed below and in attachment "CII, your site has been designated as environmentally sensitive. All environmentally sensitive sites are automatically enrolled into a State contract program for recovery of oversight costs. The environmental sensitivity criteria for sites are as follows: 1. Highest historic ground water is within 100 feet of ground surface, or 2. Nearest surface water in unlined conveyance is within 75 feet of tank(s), or 3. Nearest agricultural or domestic water well is within 75 feet of tank(s), or A_- . . 4. Facility is located in a designated aquifer recharge area, or 5. Permitting Authority determines possible adverse environmental impact due to facility proximity to unique wildlife habitat areas. The cost incurred by Kern County Environmental Health for the oversight of the work for the site characterization, feasibility study, remediation action plan, site remediation, and ongoing monitoring is not covered by any fees or permits. These costs will be recovered by Kern County Environmental Health under the terms of the State contract described below. The contract only pertains to costs associated with oversight. STATE CONTRACT The State Leaking Underground Storage Tank Pilot Program provides a mechanism for the State to reimburse the County for County oversight. The County wilt conduct the necessary oversight and bill the State Water Resources Control Board under this State contract. The State will then charge you, a responsible party, for both the costs incurred by the County and the State, pertaining to your site, under the State terms explained below: Whereas the federal Petroleum Leaking Underground Storage Tank Trust Fund provides funding to pay the local and state agency administrative and oversight costs aSßociated with the cleanup of releases from underground storage tanks; and Whereas the direct and indirect costs of overseeing removal or remedial action at the above site are funded, in whole or in part, from the federal trust fund; and Whereas the above individual(s) or entity(ies) have been identified as the party or parties responsible for investigation and cleanup of the above site; YOU ARE HEREBY NOTIFIED that pursuant to Subdivision (h) of Section 699(b) of the United States Code, the above Responsible Party or Parties shall reimburse the State Water Resources Control Board for all direct and indirect costs incurred by any all state and local agencies while overseeing the cleanup of the above underground storage tank site, and the above Responsible Party or Parties shall make full payment of such costs within 30 days of receipt of a detailed invoice from the State Water Resources Control Board. If you should have any questions regarding this matter, please contact Susan Gonzales at (805) ft61-3636. ßj teve McCalley, Director Environmental Health Servi SMC:cd attachments .(1". e(-- ~ j FILE CONTE~TS SUMMARY FACILITY:~ C~ Yers~ (ff)rp. Ya rd) ADDRESS :.fU.Q..l ~trl1 V-l../l Y1 A.t.re. PERMIT #: /'ð()t)t) 8' ENV. SENSITIVITY: E= E 5 Activity Date # Of Tanks Comments . " dp--ra:Ie. ~ ~3//~/!l~ 5 /?(J(Jð~ 7// j81ø - ooem.Je I ð , appk'~(jn 4/ó23/c{ð rY1~ i ~iC.Q~~¡ð V\ / '('000 f fY7 1/').,5/9ù . r-nodJ.,~~ ~n ¡;. (Jln lJ( I) I app Irc a-h <J f1 . "'¡'J2~}qD P' f' '1'7 j (I) abônrlcY1 , , /200 -} f 'f/:>-S} q 0 p, p' (11/) ~~tlo t1 Lab rffl.d+-~ / .t)jR-J 9() Leak ~,-+ ,~q /9() I ~~ ~ 5'Jlð/C¡Ò e.Y\+bÎ~.e~ ENVIRONMENTAL e(e( LABORATORIESJ INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) CHEMICAL ANALYSIS PETROLEUM McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-May-90 Lab No.: Sample Desc: ~~ .Z'-~ 0 ;.1, "L~1::"":"~~::£17'1;>:¡t":~r,";":~W"5t'Ã:~"f":~'~'~';;;,"~~~:'¡"'-~·:' ~-"~''"''''-''''~1! Jf~J. t-y ",~.:t:~_Baker~ ~_J.eld ~~;Ç9.rp.9..;:at}..on }J ardJ ;Two Feet under dispenser j '~''''A'~''- -"'_.ØIÞI~'-"""""-"'-'· . Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 25-Apr-90 26-Apr-90 02-May-90 Minimum Reporting Analysis Reporting Constituent Units Results Level Benzene ug/g 110 9 Toluene ug/g 710 9 Ethyl Benzene ug/g 180 9 p-Xylene ug/g 260 9 m-Xylene ug/g 610 9 o-Xylene ug/g 330 9 Total Petroleum ¡Hydrocarbons ug/g 10,000 300 (Gasoline) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituents by Modified EPA method 5020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 By ~-# ¥d~. . . E in ~1. talk Analyst - j) ENVIRONMENTAL -, e,' LABORATORIES, INC~ J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) CHEMICAL ANALYSIS PETROLEUM McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-May-90 Lab No.: Sample' Desc: 3780-2 ,",c;:!t.-y___o~"_~~,~~.r~_f_~,~~~ r~,~c9,rP9ration Yard {f!~'iS¡;~'£!:~w ,(~~~~.:.,-~~Æ1?~l},Ë"~~..!~: Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 25-Apr-90 26-Apr-90 02-May-90 Minimum Reporting Analysis Reporting Constituent Units Results Level Benzene ug/g 110 10 Toluene ug/g 910 10 Ethyl Benzene ug/g 210 10 p-Xylene ug/g 410 10 m-Xylene ug/g 960 10 o-Xylene ug/g 570 10 Total Petroleum Hydrocarbons ug/g 12,000 300 (Gasoline) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituents by Modified EPA metþod 5020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 By a~~~ ((J . £f. 1 ~n rú! :£oJJ,o- nalyst . e( el"" ENVIRONMENTAL LABORATORIESJ INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) CHEMICAL ANALYSIS PETROLEUM McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-MaY-90 Lab No.: Samplè Desc: 3780-3 ,~C~ ty C?f. .J3akersfiel~., y~.9F~or~tion..~~:d.,,","~,_,_,,_,, 'I1;Î ~!.Sl.X Feet ,North. and SI:xFeet 'below·'dl.spenser . ;t,I~~~....... ',,'\¡.~~""'/oI_'''''''''''~'''''''''''''''~~''''''.:no:;.JJ:...'4<.~£...~.~,., ~."";;'.~,;;.:"..__;¡¡~~,;...¡;;;;.:,::;.-~",,-..~,,,~~~,.....-J- Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 25-Apr-90 26-Apr-90 02-May-90 Minimum Reporting Analysis Reporting Constituent Units Results Level Benzene ug/g 54 3 Toluene ug/g 440 3 Ethyl Benzene ug/g 60 3 p-Xylene ug/g 280 3 m-Xylene. ug/g 670 3 o-Xylene ug/g 390 3 Total Petroleum Hydrocarbons ug/g 9,700 100 (Gasoline) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituents by Modified EPA method 5020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 By ~t1~\ - ';?t/ . KJ . 1 in ~).. .Þ~ Analyst ·f GAA'Y'~ WICKS Âgency DIrector (105) "'-3502 > STEVE McCALLEY ';~'!';t/E;3}\~F~~ f, ~.',.. p":'" ,. .....:.' ; .~ <, r' ~ ~ e(· 2700 M Street, SuIte 300 lakenflekl. CA 13aD1 'Teleph_ (IOS) "'-3I3e " ,TeIecopIer (105) "'-3421 e( ~. .. .~ " , , .' , t. >_~. ~: ".~' ~ , '~'~:"?:~:~;:;'A~: ~;.CS~{;:: €~~'z<: ::~!Y~Z:;PERMIT FOR PERMANENT CLOSURE .;~. ;=..,S/ ~~, -~r'" ; ;~'\: ¡:i'~!~~~~::jf~:~; '~,;~t~~~:~ /J:~~:;OF UNDERGROUND BAZÁRDOUS,,}t::; ,',.. . ~;i.~ _ ~:/"'.~:_~:_,,:":..~ .-. :'.:', """~ .:'~,".:...";.".., ....~;;.': '<:"'.' Phone:80S-326-3784 ·::;'Phone:80S-397-8106 :,:.:':\': ',. "-,:.. " ':' ::.i;~,~{~¡5l}¿.~j~:,;:\:/~;:; ;.,:: /~~~¥~~?j~:;::,~·;:;~\'::;:?:~{;t:~,~i~:T~~:i~~~~':~¡·~t~~~~~:~~~~~~ . . ,., ~'~,1~ '.~, ~':. ~~~~4t 3~~~:" '~~~. ;.:~;~ ~i:~" . 'PERMIT FOR CLOSURE OF . ·.·..:""':-.'\,;.,:ii·j~.::;r,'!':.1',,;;;i.-. 3;.:'. ·~...:··".,:t'PERMIT EXPIRES"'~\'Þ¡1"'~J I" 26 1990 ·A"'; (::';À'.,' , " '., <..:" , ";";: ~:~~. r?::'j~~::;':l:;;'-}:?' : \'~t;y ..".,{. (,~. ;':;í~.;i.:'~:~~.~~;;~"~.;'~Ói~';:;,;:'".'.·;, PIPING AT ABOVE APPRO V AL DATE . --:~',;.:"..:~:?gf~~':.~ .:. " :--:?': . ~- "". APPROVED BY . ~ . . '. LOCATION ".;/ ~., , "J,if~\'~" - " .................................. .......... ......... ......................." ........ POST 0 N P REM) SES. ........................................~:.~...............~ ......... .... 1. . -::~.~;:~~-.".' ~ ~ :..: ::~~.' ,- CONDITIONS AS FOLLOWS: . ',' '-, ,';~~i;,:-,::\::::,-~, ::~}<:.,',,:,',' , . - ..'-S.- ".. "_"".1. _... .. It is the responsibility of the Permittcc to obtain permits which may be required by other regulatory agencies prior to beginning wòrt. (i.e., City rlJ'C and Building Departments) .' . '~: <"'~.': Permittcc must notify the Hazardous Materials Management Program at (80S) 861-3636 two working days prior to tank removal or abandonment iD place 10 arrange for required iospections(s).. ,.. ' Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described (n Handbook UT- 30. . "'"'. .. _.~.;.~:t~,~4:î;~'·· ; .' It is the contractor's responsibility to tnow and adhere to all applicable laws rega.rding the bandUni, transportation ortreat'me.;tOë )Iazardous malmaJa.·· . '. -' ~ ..' ,'- . .' . .- . '.:.,<.. . " . ,- ,;.~::~-:·,~,;.".:·:·.~:.tt¿~ft;.Xj· -',':.~: ,. . The tank removal contractor must have a qualified company employee oosite supervising Ihe tant removal. The emploicè iuUšI'iiàve tâåt removal aperiencc prior to working uDSuperviscd. ' "z"";': ,!,?,,:-::/:.;, .' If any COD tractors other than those listed on permit and permit applicalion are to be utilized, prior approval must be granted by Ib~ specialist listed on the permit. Deviation from thesubmiued application is not allowed. ". <;:-',-:,.::;··~'::?;;7r~:/~1·.-, Soil Sampling: , ,'. .,' .". .,:....::::·''.:'~';L'..-::.' , L ' Tank size less tban ocequal to 1,000 gallons - a minimum of two samples must be retrieved from beneaUt tbec:eøier Òl tbè taalk at depths of approximatdy two fcct and six fcct. . .,' - ' <:-£'1 ~'¥f\::"':;"'~:'" ' b. Tank size greater tban 1,000 to 10,000 pllou - a minimum of four samples must be retrieved one-third of the way in from the ends of each tank at depths of approximatdy two feet and six fcct. e. Tank size greater than 10,000 gaDoos - a minimum of six samples must be retrieved on-fourth of the way in from the ends or each tank and beneath the center of eacb tank at depths of approximatdy two fcct and six feet. Soil Sampling (piping area): A minimum of two samples must be retrieved at depths of approximatdy two feet and six feet for every IS linear feet ol pipe run and under th, dispenser area. 2. 3. 4. s. 6. 7. 8. '.-, A -C' e,c' , ' .. f';l, ~ ,,- . ~- ..I ,,' ,....<;J PERMIT FOR PERMANENT CLOSURB,'-' , PERMIT NUMBER A 1200-18 .' ,....\ ~t~~iiiiii];~~"*",;t'c~1r~h,:~f;ji~f~,~~~\:t:;;;t¡i&~~~~¡i~~~~!~~~" a. AI) soil samples retrieVed from bèneat h gasoline Oeaded/unleaded) tanks and appunenances must be ana~ f;" ~~e, t~l~ene, xylene, ,.' .; "~"~c. " .; :'~;;,';'and total petroleum hydrocarbons (for gasoline). ','.";.J" ""', ',I' '.,', :"" , ',',,.,;, ",' ..": ."; ,',; .; _- '",.'. ,;_.~;, .' :,<' ~:?' ,:-- ._ ,., ~;,:", :;,;:b.·,<äi~');AlI soil samples retrieved from beneath diesel tanks and appurtenances muSt be analyzed for totàJ Petroleum hJdroC:arboDs (ror diesel) :~::'.,~_: ;,:.\~(~{;;è.' j,~~.( All soil samples retrieved from beneath waste oil tants and appunenanccs must be analyzed for total orpiücfaaJidcs,lead, oÍl and p'e8se. ",/':\':k ':~::':',:;d. 'Aii':~~:A1J soil samples retrieved from beneath crude oil tants and appunenanccs must be analyzed for oil and p:easc. ;:~;,V':\è;',~~:'~¡:,,;:~.?~;,~¿,g-,..;:, : ;!':'~ 1;' ,;, :~~> eo '::",;~:,;~;'An soil samples retrieved from beneath tants and appunenances tbat contain,untaown lubstancc:s.moatlJe, aøalyzeCI. for a r~1 range of ,';::,,;: >~' Y:7"~>";,' >~:':;':'~,Iubstanccs that may have been stored witbin the tank. " ':';''f';;:;¡Là'è;¡''''-:;'~~''':~''';:'''''''';~;~;'''''':'~F'7FO'Ú:"i":,,,~';~;.:;Ù{#~':~.('.!l:'1é"";;' :!!,;';:i',:¡ .:., '~"<': '('/ ~~/,r.'·'r ' I soil samples retrieved [rom beneathtanb andappunenaDccs tbat,contained fwfuryl alcobd ftSÌDmast beanaJyzed for'phenols, . : Transportation and tracking forms sent to Hazardous ' '. ,'~' .'"',,, No later tban S working è!aý$ for tranSpcX1atlÒn -andÙ workiòg , ,.:. :,Materials Management Provam. All hazardous waste ".:',:.-;~, .~ .... .,.'; '; days for the trad:iDgform after tank removal ¡',' /'~1'1:\j{i3,,'·,t~>!·: ''::,: ,.. h . ..Ih .oI:,)~ > . ."".~., ~¡' tr,··,~4· ':')"J~t-¡:,:,,,1,,-·1e{...' ,. .. .Ç) manifests must be signed by t crecelver.. t e . "1f,·/'2':'-.í~'.:':.~~··': ·"l:'. '.;: "';:"" .';'v';;' "-,¡.,";'.,,: ·''''{.;;i"';'''·';'<'·/~\':':--!' ...,'.', (i,4~ .'.; '",~,':;., . .~~': .~: : i;~'r:~·~~~~,,;~:~,: ;:::;~ .{Ji'~~:;:~1.~>:~~~;{Vi;;~:¿'.;?fL~i~t:)~~ji~}~~~:fi,·~0::,'~~~~~~~~:t~~C~'Ji~ :::~~~ ~~â ~~ };j:?~~·,:~;~~:~/i;·:~,:;;~ :~::A':~:: . Ì;:',' .,- - Sample analysis to Hazardous Materials Management .: ,~.. ,(" ',:"'\,i ,:',/, No later thaa 3 wortiDg days after CODIplerjOli~ aDalysi'-~ "¡,:'~~i::o- ...~ Program -. . ,",:. .'0.......,·.'··'-·.. . '~.t=.,: <ç',:,'· .,~ì~'~·.~~·~I,";~;~~,:~"~;,·~"_:!,r~:,,~"''i:.''.. ,.;;.. .". J~ .;,:~: ' '11. Purging/lnertingConditions: '. ; ',:,::;,'''. .. ""~,,,,!":',;;L;'~;' a. Uquid shall be pumped from tank prior to purging such that Iesa tban 8 gallons ~Uquid remain in tank. (CSHASC 41700) b. Tank sball be purged througb vent pipe discbarging at least 10 feet abovc ground Icvd. (CSH&SC 41100) , c. No emission sbaD resuit in odors dctectable at or beyond property line. (Rule 419) d. No emission sball endanger the bealth, safety. comfort ol repose ol any person. (CSH&:SC 41700) eo Vent lines shall remain attached to tank uDtil the inspector arrives to authorize removal. RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS ""- ~ . ','~, This department is responsible for enforcing the Kern County Ordinance Code, Division 8 and state regulations pertaining to uderground storage tanks. Representatives from this department respond to job sites during tank removals to ensure tbat tile rants are safe to remove/dose and tbat tbe overall job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify tbe interests and upectations for this department. 1. Job site safety is ODe ~ our primary concerns. EXC8vatiooa are inherently dangerous. It is the contractcr's responsibility to know ánQl abide by CAL-OSHA regulations. The job foreman is responsible for tbe crew and any subcontractors on the job. As s peraJ rule workers arc not permitted in improperly sloped excavations or wben unsafe conditions exist in tbe hole. Tools and equipment are to be used only ror theiJr designed function. For uample, backboe buckets are Dever substituted for ladders. 2. Properly licensed contrac:tors are assumed to understand the requirements ol tbe permit issued. The job foremaD is responsible for knowing and abiding by the conditions ~ tbe permit. Deviation from tbe permit conditions may result in a stop-wort order. ' , . 3. Individual contractors win be held responsible (or their post-removal paperwork. Tracking forms, hazardooa-wastc manifests ànd anaÍyscs documentation is necessary for each site in order to close a case fiJe or move it into mitigation. When contractors do not follow through on øecessary paperWork, aD unmanageable backlog of incomplete cases results. If tbis continues, prOCCl$ing time Cor completing new closures wü¡ increase. ~o ATE MD:cd dri gp \1200-18.pta ,-....". ~'.."'- ~ ec~·· .."'-~,.... .( "".¡at! ............40, '~,......,....."" i ¡ \ ¡ I- I I ¡ ! I I r ~ ¡ I 05/10/90·, .-. Invo;C'e Nbr.1 . 33641f ¡ ¡ 3: 08 p:.~?, KERN COUNTi7~~A~~ ;N~~~e~;VELOPMENT" ¡ , t I :~{. Bakersfield, CA 93301 , ,Type of OrdÈH'. ",' W' ',1 I i_______~~______~_______~;2L_~~~=~~~_~____~~____~~____.;__----...-----...-----~[ I " I I CASH REGISTER MC NABS CONSTRUCTION 'I II - I I 'I I' I " " ' ' .1 , __________~________________~_________________________------------------______1 ! ~. u er P.O. # I Wtn By IOrder Date ISh; p Date I' Vi a I Terms I ~ ' I RAR I 05/10/90 I 05/10/90 CK # 2801 , I NT I 1_______________I________f___________I___________I________________1___________1 Line Description Quantity Price Unit Disc Total 1 TANK PLAN CHECK 1 100.00 E 100.00 R'E C EI P T ~ ',-~' . .- PAGE , 1 --------------_._--------------------------------------------------~---------- 170A Order Total 100.00 Amount Due 100.00 Payment Macle By Cneck 100.00 TH.A,NI-< YOU! . . I / .- .- I g DOOt PERMIT NUMBER TYPE OF INSTALLATION ., CONTACT PERSON Leak Detector . eX 3. Fill Box e ) 1. In-Tank FACILITY NAME FACILITY ADDRESS 1, IN TANK LEVEL SENSORS Number of Tanks List By Tank ID ¡ 11 . I: I: . Name of System Manufacturer « Model Number Contractor/Installer 2. LEAK DETECTORS Number of Tanks í List By Tank ID u..JJj6)~ I! ¡¡ Ii 3. FILL BOXES Name of System !! ji ¡: .1 I Number of Tanks ,5 List By Tank ID Ll;JìLtJtu)J --- Name of System '. (i~~N~' ~9(qù DA WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT 15000 SOURCE OF FUNDS: ~SUBSTANCE' 180008 FEDERAL EXEMPT: N PETROLEUM: ~"- CONTRACTOR NO: SITE NO: SITE NAME: e/ 8006619 Y CITY OF BAKERSFIELD DATE REPORTED: 05/02/9C DATE CONFIRMED: 05/02/9f CA TEGORY : -£ ADDRESS: 4101 TRUXTUN AVE. CITY/ZIP: BAKERSFIELD, CA 93301 CASE TYPE: S RP SEARCH: S PRELIMINARY ASSESSMENT: C REMEDJ;AL INVESTIGATION: REMEDIAL ACTION: POST REMEDIAL ACTION MONITORING ENFORCEMENT ACTION TAKEN: RAP REQUIRED: CASE CLOSED: SITE STATUS CONTRACT STATUS: 4 EMERGENCY RESPONSE: DATE UNDERWAY: 05/02/90 DATE COMPLETED: 05/02/9( DATE UNDERWAY: 04/25/90 DATE COHPLETED: 05/17/9; DATE UNDERWAY: / / DATE COHPLETED: / / DATE UNDERWAY: / / DATE COHPLETED: / ./ DATE UNDERWAY: / / DATE COMPLETED: TYPE: DATE TAKEN: DATE APPROVED: DATE CLOSED: / / DATE EXCAVATION STARTED: REHEDIAL ACTIONS TAKEN: RESPONSIBLE PARTY SPECIALIST: 7 CONTACT NAME: MIKE ROGERS ADDRESS: COMPANY NAME: CITY OF BAKERSFIELD VERIFIED (X) SENSITIVITY: EES 1501 TRUXTUN AVE. CITY/STATE: BAKERSFIELD, CA 93301 LEAK REPORT: Y DATE OF REPORT: 05/17/90 ABANDONMENT #: A1200-18 MAY- 8-90 TUE ·è~~ " ,._~ er' \-- McNabb Coostrw:tion Company P. ø 1 .. .. PANAF~ DISTRIDU'l'íON We have ~ pnge(s) to send, plus this cover pose. Iryou need a re-send on My or these pageSt please caD the number tlsted below (within 15 minutes). Ie we do not hear from you, we will assume that all pages were received. !cc~imi1e Crom; DATE: t Facsimile sent: , TO: 4400 Ashe Road,-Suite #213 Bnkcrsfield. California 93313 "Fax" Telephone #: 805/ 397·8198 (805) 397·8118 .~~M Offioe Telephone #: Plco.se deUver trMsmission QS soon as possible. Tbnnk you. 4400 Ashe Roaf::1213 . Bnkcrsfictd, CaliL'Ontin o¡:ri13 . (805) 397·8118 . FAX: 80GI 397-8193 MAY- 8-90 TUE flc:- 24 ..( --" 1='.02 ~, .. ~ENVlpt i~fNTAL r:ltMlCAL ANALYSIS LABORATORIES, INC. . . J. J. EI)UN, REI). CHEM. SHCR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics ( SOIL) PETROLEUM McNabb Construotion 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-May~gO Lab No'.: Sample Desc: 3780...1 City of Bakersfield, Corporation Yard Two Feet under dispenser Date Sample Date Sample Date Analysis Colleoted: Received @ Lab: Completed: 25-Apr-90 2ES-Apr-90 02-May-90 MinimL:1\ Reporting Anal¥sis Repor-:'l::.g Constituent Units Results Level Benzene ug/g 110 9 Toluer:e. ug/g 710 9 Ethyl Benzene uq/g lSO 9 p-Xylene U9/9 260 9 m-Xylene u9/9 610 9 o-X¥lene uq/g 330 9 Total Petroleum . H~'drocarbons uq/q 10,000 300 (Gasoline) TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituents b¥ Modified EPA method 5020/8020. ~s Received Basis Comments: california D.O.H.S. Cert.#102 By ~~,~, Î.. ¥ .1,Ç( /.Þo.. 7}" . Analyst ~ MAY- 8-9121 TUE _'/,~ :2 4 ~. ~, P.03 ;, .' ,ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM LABORATORIES. INC. .... J. EaUN, REO. CtiEM. ENOR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327.4911 Purqeable Aromatics (SOIL) McNab):) Construction 780S Alcott Ave. Bakersfield, CA 93308 Attention: . Brian McNabb Date of Report: 0~-May-90 Lab No~: 3780-2 sample Cesc: City of Bakersfield, Corporation Yarå Four Feet under dispenser Date sample Date sample Date Analysis Collected: Received @ Lab: Completed: 25-Apr-90 26-Apr-90 02-May-90 Minimum Reporting Analysis Reporting Constituent. Units Results Level Benzene uq/g 110 10 Toluene uq/g 910 10 Ethyl Benzene ug/q 210 10 p-Xylene uq/q 410 10 m-Xylene uq/q 960 10 o-Xylene uq/g 570 10 Total Petroleum Hydrocarbons uq/q 12,000 300 (Gasoline) , TEST METHOD: TPH by D.O.H.S. I L.U.F.T. method. Individual constituents by Modified EPA method 5020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 By -i: VZ ~~ . ~. 1 n H 1>~~~ nalyst MAY- 8-90 TUE 2:25 _l", .- 1='.04 ,ENVIRONMENrAL CHEMICAL ANALYSIS LABORATORIESJ INC. , .I, J¡ EGLIN. REQ. CHEM. ENCA. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 purqeable Aromatics (SOIL) PErROLEIIM McNabb Construction 780S Alcott Ave. Bakersfield, CA g3308 Attention: Brian McNabb Date of Report: 02-May-gO Lab No',.: Sample Cesc: 3780-3 City of sakersfield, Corporation Yarã Six Feet North and six Feet below dispenser Date Sample Date Sample Date Analysis Collected: Received @ Lab: Completed: 2S-Apr-90 26-Apr-90 02-MaY-90 Minimum Reporting Analysis Reporting Constituent Units Results Level Benzene uq/q S4 3 Toluene uq/q 440 3 Ethyl Benzene uq/9 60 3 p-Xylene uq/q 280 3 m-Xylene ug/q 670 3 o-Xylene ug/g 390 3 Total Petroleum Hydrocarþons ug/'3 9,700 100 (Gasoline) TEST METHOD: TPH by D.O.H.S. / L.U.r.T. method. Individual constituents by Modified EPA method 5020/8020. As Received Basis Comments: california D.O.H.S. Cert. #102 By -J!¡ 11 ~~ .V'J. lin F ."b~ Analyst GARY J. WICKS Agency Director (805) 861·3502 STEVE McCALLEY Director ./- .~ 2700 M Street. Suite 300 Bakersfield. CA 93301 Telephone (805) 861-3636 Telecopler (805) 861-3429 I RESOURCE AGENCY PERMIT NUMBER 180008M STORAGE FACILITY FACILITY NAME I ADDRESS: City of Bakersfield(Corp.Yard) 4101 Truxtun Ave. Bakersfield, CA 93309 OWNER(S) NAME I ADDRESS: City of Bakersfield 4101 Truxtun Ave. Bakersfield, CA 93309 CONTRACTOR: MëNabb Construction 7808 Olcott Ave. Bakersfield, CA 93308 License # 474331 Phone No. (805) 397-8118 Phone No. (80S) 326-3784 NEW BUSINESS CHANGE OWNERSHIP RENEWAL X MODIFICATION OTHER PERMIT EXPIRES July 25, 1990 APPROVAL DATE APPROVED BY .................................................................................. POST 0 N PREM ISES.................................. ................................... CONDITIONS AS FOLLOW: Standard Instructions 1. This permit applies only to the modification of an existing facility involving the removal of product line .. from unleaded dispenser to pump and swing ioint. Install new 1-1/2 flex line and self-containment product~th monitoring well. . All coh'struction to be as per facility plans approved by this department and verified by inspection by Permitting Authority. All equipment and materials in this construction must be installed in accordance with all manufacturers' specifications. Permittee must contact Permitting Authority for on-site inspection(s) with 48 hour advance notice. Backfill material for piping and tanks to be as per manufacturers' specifications. Float vent valves are required on vent/vapor lines of underground tanks to prevent overfillings. Construction inspection record card is included with permit given to Permittee. This card must be posted at job site prior to initial inspection. Permittee must contact Permitting Authority and arrange for each group of required inspections numbered as per instructions on card. Generally, inspections will be made of: a. b. 2. 3. 4. 5. 6. 7. c. d. Tank and backfill Piping system with secondary containment leak interception/raceway Overfill protection and leak detection/monitoring Any other inspection deemed necessary by Permitting Authority. Kel'n County Ileal th Depal'tm. .... Division of Environmental .~ 1700 Plower Stl'eet, Bakel'sflclä, CA 93305 (805) 861-3636 ~ Pormit No.~08e.-. A~1 ton Date . A. APPLICATION FOR PERMIT TO OPERATE UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY check : Modification Of Paciiity CJExisting pacilit;CJT~ Ownership Contact (name I area code I phoe): Days 1Y1 IItj;; 5*- 37.8J.¡ · ª,,, ./ .-r-..--.t?"' i ts Facility Name oF~tli) No. Of Tanks Type Of Business (ch ck): []GasoJine Statio Oth l' (scribe) . .Is Tank (s) Located 0 An Agr icultural Fal'm? 0 Ves Opo Is Tank (s) Used Prima~lYP~rii~~rftvpurpnses? OYes lil!!0 t: ~ . Pacility Address lol .¡; b. Nearest Cross St.·. ~ T " SEC' (Rul'al Locations Only) yVl'. Owner Contact Person t Address '. Zip 9 Telephone - Operator Contact Person ~L~~ Address Telephone .. B. \ Water To Pacility Provided By Soil Characteristics At Facility Basis For Soil Type and Groundwater e Depth De erminatio . CA COlj~' s License N~( Zip Telephone ,,~oAed C~pletion Date ~ -:Ji( -"t'Ð Insurer, C. Contractor Address Proposed tarting Date Worker's Compensation Certi D. E. Regular Premium Diesel Waste ( Oil 0 0 li- D D 0 0 0 0 0 0 0 8 B 0 0 0 0 0 0 0 0 0 0 0 0 F. Chemical Composition Of Materials Stored (not necessary for motor vehicle fuels) Tank' Chemical ~ored (non-commercial name) CAS' (if known) Chemical Previously Stored ù.ùI~ & (i~rent) ./' G. Transfer Of Ownership . / Date Of Transfer .~ _~ _ Previous Facility Name I ~ I, 'accept fully all obligations of Permit No. issued tc I understand that the Permitting Authority may review anc modify or terminate the transfer of the Permit to Operate this underground storagr facility upon receiving this completed form. Previous Owner - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - This form~en completed under penalty of and correc..t / I \ /J!l Signature,JfJ1(LJl1 C~. my knowledge is Uote ~ perjury and to the best of Title (L-{£~ true -___ ~------- ----.-::r'-~ .- .:" .- Standard Instructions Permit No. 180008M 8. All underground metal connections (e.g. piping, fitting, fill pipes) to tank(s) must be electrically isolated, and wrapped to a minimum 20 mil thickness with corrosion-preventive, gasoline-resistant tape or otherwise protected from corrosion. 9. Primary and secondary containment of both tank(s) and underground piping must not be subject to physical or chemical deterioration due to the substance(s) stored in them. Documentation from tank, piping, and seal manufacturers of compatibility with these substance(s) must be submitted to Permitting Authority prior to construction. ACCEPTED BY: ~-// .1) L~ ~ DATE: '1- ;;.. S.... -?o MD:cd driggs\ 180008m. ptc ~"""'~_"-'-'~"'" , 04/24/90 4 ; 1 7 pm , : I' I I I : CASH REGISTER I I ! ¡Customer P.Q,# I I H042490 1 I I. . . . I line Dest:ription 1,TA\N:K PLAN CHECK KERN er R E C E I P T . . Invoice Nbr. 1" 32688 . I ::1 Type .of Order" .·.~..W ....;..J '" ..., '.' . '.:. ':1' --:,:. ~'.' ~'." .:.. ,..,::j . , I .', q , ~' I . " ' I I I I Toti!ll 100,00 Ar -\.. .""- , COUNTY PLANNING & DEVELOPMENT 2700 'M' Street B~kersfield¡ CA 93301 (805) 861-:-2615 . ,. ,," " --~- TH,ANK yn[J' .. .. '" ,~ .. .. ~".. Wtn 8y ¡Order Date RAR I 04/24/90 I '.,.... 170,lJ., ." ~ ~ MCNABB CONSTRUCTION " ", .. , . Ship Date I Via 04/24/90 'CK# 2795 QUi!lntit'y·1 P~ice 1-'nit 1 100.00 E OrdE?r Totaì Amount Due Payment Mace ey Check . - ., I ·1 , , . I Disc '"~_."!,,,, ./, " .. 'PAGE ' . Y.:, , .', . " " '. . ' Terms NT '100.00 100.00 10C.OO l,.~t :"C'f: .'t, 2700 M Street. Suite 300 " Bakersflefd. CA 93301 ¡f1I?E!?1ZZ;;};~.'·. -Telephone (805) 881-~ æ-l -:"?~ . .... . ~. -. .':; Telecopter (80S) 861·3429 . 1 ~ ''''', .'- ~:':;-L:,>~':';' ;:¡.þ:;~·~':·:·;~';;?Fif~~;~~t;~;~·~~<::->.~;; ·..E NT··, ·'"<.c.jA G ENe Y J} ~ >'1>', ¥'....,,...\','\ ,-!', "'-, :" ~i ~~':;!>":{;\<~X~~~~\2~l~~:: , .1~;\~tf:'(fi};J¡~~fJ~.~~~t~~.~: MENTAL '.' . . ·"'ì!t"',·¡"'1"":'.ì;'-·l'··.··v~-"'ì-."..;.,:..^·.!" "'--i'}~" .. - ~.¡j'.,~~~";:.;,i;2'l¡:;·~;·i;~~~;i;¡~~~~1~:~· 'PERMIT FOR PERMANENT CLOSURE :'t0~.: ~P~:~/f~,:.¡';~;~~;~t }~·.~::J~i~;PERMIT.NÙMBÉR·i·;i2oo.::i·8'· . . o~.· 'f., ',' ~ " . ..:' _ ;: '. :~, .~..'::~:>;~;\'~, -" ,·~'J~;;~Ci;~:':;;)~..:{~~.:'{F,~;;)~;J~:/~~k:~~.' .' ?;' ..,' {:{'¡:,}~): ~: OF UNDERGROUND HAZARDOUS.. '~;;'·;i.';\:':"'~·' ,,'; f'7":}):(VII",-·.:·.¡.s-"::'~':,..,f;:,ß,.-,j-.·;,~··,"::,\(. '·r,~.,t \ :;', ":Ai :-- '. , ,'..' " .' .', .'~ . . ,.... . .-:' ;~;.;:'; ,',~. ';/~~.':::":<:,; '>-;~~'i;'fc?" ···.<·;r-'S·t.':..;:~:..~!~:~:~' ::-~~,2~C~:::~~7:':'~:r::~"f~;,: '~0j "~¿A~~ .. , ,SUBSTANCES STORAGE FACILITY ,<.;,~..,.~.:...,." ~ , ,. -:".: \~""~ .,:0:,,' ....:-';;':" ',.;: ;:-. ::., ":' .<;~ -:;:~-!I' ',' :~;-;~¡.:'-g\ ),¡;~:d~i;"~' 1~~~¡1; ':~{¥1' ". ~. · . .. '" "'". ,~~}~\" ~j~1~J'i~~g~;":¡J~~:L J~~~01 .' "···:PACILlTY NAMEI ADDRESS: ~:4'~~~,~';;':';f'OWNER(S) NAMEI ADDRESS:">:t~~~<'~;CONTRAC'IOR:-'; /tj' '~'-.,~~I,~::" "J,,~.$ ';,:. ~ ,'. " ,... e' :,' :.~:<~~.::J.:;-::.;~~,'-;';.;;,:,:c'·'<" . : :..::,::.;._.¡::-.;: )i~"·'~''''':·'''J~;:.C;;;~;;';)i~~·~'~~i~~¿~~;:;~~;~Ù;~~ . ;,; í:,~,~::'City of Bakersfield Corp. Yard' .,::<S;"· çIty of BakersfIeld ..·t~;r'\:· .:,(? ·.;.;;z¡,'!."-,·;¿,'·McNabb . Construction );':-C~f':~I~'z ,,~.,;·,;\·"'it! l-.. ,:. ~ .'.Þ,~ -. ~' ...'-" {_,-r'of.;. ~' ·~~r'';.;.J:''''''''.r,-:!''''''~·~'.I~I..,';I;..,t;~....(. . ~".=, ~ .........-(.-~.., '¡.,;'..}.... -,.', "c;" f -"~l' ~, ,,'. :,4101 Truxtun Ave t:.' i'Ï;r~,,;"';:X'_c<"":?·> 1501 Truxtun Ave. .~:-'-J.'f.;,.,:... ':.#¡~,,'?;t(;;:':r·7808 Olcott'Ave:' o'.' "'.",1';" >~' .,·A~'~, : ~~t,r "'~ ~ . " oç;__·.'::_..l'~'~,~,J;'M~\'.;<,¡ "" . ·...~:.,,'-.T:..!~·5 ~~ \t·"\',.,"";,~i:¡. _" -" .,,::;-,-~~~",,"~~"'" ~~""I' ' . ""ÂV~~ ;','i;' .~;:Bakersfield, CA 93309 /,}':-"',;>;"!::'.;~i\"n. ::~'.Bakersfield, CA 93309. \':;'::::', ;;;;~~" 'J:'Bakersfield,. CK}~3308·.;~ ':. ',',''.''-" ';~::':;:'~;: "'.iÿ;;' ".~ ::'~~'."'¡~J·F':~;',;<\~:¿' ~ ~ !'/\;,;j'f!,~~¡<,~'?);~:;:" ·,:~:':.:~::·.~t:i!~~I?~b)~~!i~;;~:~l~f~~:· ::~;~S>Jii<::~:Ã~~·~~·~¥r~,-"~Xft;'~< ;~i..:~ ~{";:?-:~:,,),;:~';:~.' '.... ~~J.::~o -' ';:., --,.' .., ' ";' ",- ',';'. '\¡ " . >. ..~- .': " '., ,: :', "";'Llcèns~'#C6ï::'47433ï' ::~~~~:.;.;~,~>:¡.};::,¿ , ,Phone: 80S -: 397-8106 ~j~:(ji"' ~~<;;.<. , : :,(,:" ;,~;:·..~%Hl~.::i::~:~;;;j,~~~Jl;Y;~J~3ß"~%~(~}iS~} ;i1~?: : PERMIT EXPIRES '-;;-;~,:Wf á!;íV' 26~~:ìi99(>,:i;:~f<;:í~~;;:;~! GARY J. WICKS Agency Director (8051 861-3502 STEVE McCALLEY " . . , , Director .c~\ , er -~ '-.f:....' ,. ," "R E SOU R C Eli" ,,·:,i'·;'·,., : '.. < "'~"l.'h~' "', '." ." "'.,_."'~. ""'i,::'D~'PAR" \ '..,;..'.: '. ., ::.~;j :..~:~~" ":~' ~.>"~}~~~'·~t.':~.:? ~:' .;' " ..~ ~. PERMIT FOR CLOSURE OF PIPING AT ABOVE APPROVAL DATE . " LOCATION APPROVED BY ............. ........ .... ....... ....... ...... ................... ........ ........ ..... POST 0 N PRE MI S ES. ....................... .................. ......... ....... ............... , CONDITIONS AS FOLLOWS: 1. It is the responsibility of the Permittee to obtain permits which may be required by other regulatory agencies prior to beginning work. (i.e., City Fire and Building Departments) 2. Permittee must notify the Hazardous Materials Management Program at (805) 861-3636 two working days prior to tank removal or abandonment in place to arrange for required inspections(s). ' 3. Tank closure activities must be per Kern County Environmental Health and Fire Department approved methods as described in Handbook UT, 30. 4. It is the contractor's responsibility to know and adhere to.all applicable laws regarding the handling, transportation or treatment of hazardous materials. S. The tank removal contractor must have a qualified company employee onsite supervising the tank removal. Theemployi:e must have tank removal experience prior to working unsupervised. 6. If any contractors other than.those listed on permit and permit application are to be utilized, prior approval must be granted by the specialist listed on the permit. Deviation from the submitted application is not allowed. 7. Soil Sampling: a. Tank size less than or equal to 1,000 gallons - a minimum of two samples must be retrieved from beneath the center of the tank at depths of approximately two feet and six feet.. ' , ", .- b. Tank size greater than 1,000 to 10,000 gallons - a minimum of four samples must be retrieved one-third of the way in from the ends of each tank at depths of approximately two feet and six feet. c. Tank size greater than 10,000 gallons - a minimum of six samples must be retrieved on-fourth of the way in from the ends of each tanl and beneath the center of each tank at depths of approximately two feet and six feet. 8. Soil Sampling (piping area): " A minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and under th dispenser area. ~ .... ~. ' ~. ...~~ ~~~:~~;1?~m~fi;:;>d2~~~:~;;;;{:;"~:;f~~0~~~:i~~~J~~j~~~; a. All soil sam pIes ret rieved from benea t b gasoline(1eaded / unleaded) tanks and a ppùrten~nces must bean'~lyzed f~¡' be~ïené:"t~íue~e. 'xYí~~; , ' and total petroleum hydrocarbons (for gasoline). ,'-" ,',. '. '-. ' " " . ~"-d' All soil samples retrieved from beneatb diesel tanks and appur~enances must be analyzed for total petroleum bydrocarbons' (foe diesel) , _;;;.~::Iif, and benzene. . ~(a ;.~.~;;~t.#J~;:1~~~~~;'j·; _~~~~~S2'~¡;~:}.'~::1¿:::~:'~ç;; ~;.~~':'~": - ~~~ ';~:.~~: ~;~:,~: ~:-;::~(;4?,t;;:~~~~~\}~¡~~~J.~~":~-<~~1l\: ~to~'~; ~ "j . '~~:f:L~.·_~~~;-~~·~r:·¡~,;\' i(.:~f~í&.:·~~,~ d~~~~-: f·~~ t< c. .: :,,:;; 'c:AlI soil samples retrieved from beneatb waste oil tanks and appurtenanées must be analyzed for total organic balides, lead, 'oil and gi-eaSe. . . d. ~:,t;i1.': All soil samples retrieved from beneatb crude oil tanks and appurtenances must be analyzed for oil and grease. '. ;,:;·;?~i;:'1:~f~éf~;ji~:ii:"*~:;, ' . :\~~,'~,.::;·A11 soil samples retrieved from beneatb tanks and appurtenances tbat contain ~nkn.own ~~~tances must .~ ~n!l y~~f~r_~ ,ful! !3D,ge ()( "... o. substances tbat may bave been stored witbin tbe tank. '.' '-';::;:~ :~\.:(;:;'';"j ;: ". ~,-.c,~ ;~;:;.:;:;/·t<-;:. ,;;~";...'-:: c;>~_,·:;~ . · ..' .,.,f. '",·,·AlI soil samples retrieved from beneatb tanks and appurtenances tbatcontained fuñuryl àl~hol resin D1úst...~. ânalyzedfor phenols, Transportation and tracking forms sent to Hazardous' .' 0'" . . .., '. No later than S working days for transportation and 14 workiù'g ;c,,;::,~: . '. Materials Management Program. All bazardous waste days for the tracking form after tank removal. ,,'''~_'''''.:: 'c.'.; ': j.::<.,Ù-""; . =::. -=.~:e ~..<d by lhe ""'VO," lhe . . .;~~~{'f;~~1':~*'tJ,~~~ii~~"\{Ji~~~t~ . 'Sample analysis to Hazardous Materials Management ,No later than 3 working days'afterèómplètioò'òf analŸs¡j"~~iF"l{:ii+;'f Program . ' '. . .¡',....¡...,::~ '. .~~:!,\(?þ;¡;~'.':;..... .-., . ~- :,l .¡ -: ~~:. .. ~..- - . ~.f . '. 11. Purging/Inerting Conditions: a. Liquid sball be pumped from tank prior to purging such that less than 8 gallons of liquid remain in tank. (CSH&SC 41700) b. Tank sball be purged tbrougb vent pipe discbarging at least 10 feet above ground level. (CSH&SC 41700) . :.. .', c. No emission shall result in odors detectable at or beyond property line. (Rule 419) " . d. No emission shall endanger tbe bealtb, safety, comfort of repose of any person. (CSH&:SC 41700) e. Vent lines shall remain attached to tank until the inspector arrives to autborize removal. RECOMMENDATIONS/GUIDELINES FOR REMOVAL OF UNDERGROUND STORAGE TANKS . . This department is responsible for enforcing the Kern County Ordinance Code, Division 8 and state regulations pertaining to underground storage tanks. Representatives from this department respond to job sites during tank removals to ensure tbat the tanks are safe to remove/close and tbat tbe overall job performance is consistent with permit requirements, applicable laws and safety standards. The following guidelines are offered to clarify tbe inferests and expectations for this department. 1. Job site safety is one of our primary concerns. Excavations are inherently dangerous. It is the contractor's responsibility to k.now and abide by CAL-OSHA regulations. The job foreman is responsible for tbe crew and any subcontractors on the job. As a general rule workers are not permitted in improperly sloped excavations or wben unsafe conditions exist in the bole. Tools and equipment are to be used only for their designed function. For example, backboe buckets are never substituted for ladders. 2. Properly licensed contractors are assumed to understand tbe requirements of tbe permit issued. The job foreman is responsible for knowing and abiding by tbe conditions of the permit. Deviation from tbe permit conditions may result in a stop-work order. 3. Individual contractors will be held responsible for' their post-removal paperwork. Tracking forms, bazardous-waste manifests and analyses documentation is necessary for each site in order to close a case file or move it into mitigation. When contractors do not follow througb on necessary paperwork, an unmanageable backlog of incomplete cases results. H this continues, processing time for completing new closures will increase. AccePted Bv: OWNER OR AGENT DATE MD:cd driggs \ 1200-18.pta ·c'" .~- . ( . : L THIS APPLICATION IS FOR . A: FN:ILI1Y INfœ'ATI~ PlnJECT CCHTACT: F~ILITY NNE: fIDjE I: ~ER: fIDjE I: 1':, . ';!,' :\;~ . {¡:-:.. , .. ,)' , . Y'~'~· c: OOOCJL INFm'ATI~ CHEMICAL COMPOST ION OF MATERIALS STORED: T~ # _~~~~:___ ~__ _~:==+g~a-IEMICAL Ji.~~RLY STORED ------ 10 ---- ---------- 10:---- D: BMIUHNTÞL ~TI~ ""TER TO F~ILITY PR)VIŒD BY: NEAREST HATER Itfll. -GIVE DISTNa IF WITHIN 500 FEET: BASIS Fæ S>IL TYPE ÞM) OOHOOTER ŒPTH ŒTmlIK4TICN: TOTAL tuBER ~ SðWlES TO BE N-W.YlED: a-- E: DIsœAI.. JNFœo\\TI~ œaMAMINATICN PmWRE: ŒCCNTAMlNATlCN CCHTRACTOO: fIDjE I: DIs.oœAl JoE1}IX) FeR T~(S): DI5roW. Ænm FeR PIPIM3: DIsrow. LOCATICN Fœ Rlt$TE: Ai DIsrow. LOCATICN FeR TÞHJ((S): DISPœ,ðJ. LOCATICN Fœ PIPII«3: **PlEASE lETE THE REVERSE SIDE OF THI APPLICATI~ BEFORE SU8MlTTING FOR RËVIEW** THIS FORM . /is. B CCtw1~LETED UN ER PENAL TV OF PERJURY AND{liijiE BEST OF MY KNOWLEOGM TRUE AND ~ 1 Jt) e I .. . SIC!J-. ATURE:f-Y'Jf&~ / -..!.D=:_____________ TITLE _~ _2-_~ DATE_¥1 e;t_ PROVIDE DRAWIN~~;'SICAL LAYO~T OF ,FACILITy4IÞING SPACE PROVIDED BELOW. ALL OF THE F.OLLOWING INFORMATION !1l'_$..LJ~.s INCLUDED IN ORDER FOR THE APPLICATION TO~E PROCESSED: . \ j TANK(S). PIPING & DISPENSER(S). INCLUDING LENGTHS & ---7;--- DIMENSIONS. PROPOSED SAMPLING LOCATIONS DESIGNATED BY THIS SYMBOL ----7- "0, ..~ _______ NEAREST STREET OR INTERSECTION -JL~ ANY WATER WELLS OF SURFACE WATERS WITHIN 100' ,RADIUS OF j FACILITY - - - -. -.. .h___,. .,:'. .-.-.... '. ... ..... . ~ ~ \ ' ,~\.~~. 'J" - -.. . : NORT~ '~~-~OW -,. . I..;'" " -, -'. I' ,:~ '\ ,'; ."''- :?~'. ";.', :', --:,~~;;::.. ~"¡ _______ ....···._v._~_.___ .~.-..._._ ":':""_." ~....:...":.I,,~_'...,~'.:_~..._ br..:.. . ',. ..~ .. f _"._. ___ ~_ "~._:....-L..~ .. ..)..... ~ J 1. !.-. ~~:, ..; ~t \~r·.~··\'" . ,,'¿.to- -.. ~-~.'.'_<-"'_- +" - .' !.. . , . 1.', . . ""'. ! ~ !' :. -. - . .<'\.. .......... . , : f.· ...."... ....~ , ,ç.'': . ,'" ~ ..",'.. . \ -" I' ......... . J{~, f .- :~ -';~': t..· ~ I .~\j~ ~ I ~~ ì:2rMj ~~!:f6ff)~~ o 0 ~f.slIWD ~D~ (2~~L¡~ ~ - -- --- - --- - - -- - - -- -- - -- - - -- - - 1 ./ .KERN CraNO''''-' RESOUR'CE _~..A.GEM·ENT AGE ENV I RONM~L AL TH SERVICES DEPARTME'NTU . 2700 "MH STREET.-SUITE 300. BAKERSFIELD. CA.93301 . , (805)861-3635 þ,,,,..¡:J1I.. " UNDERGROUND HAZARDOUS SUBSTANCE STORAGE FACILITY * INSPECTION REPORT * PERMIT. PERM IT;' .",....,.... ~. TYPE OF INSPECTION: TIM E I N L..?.Q....,. TIM E 0 U T .......................... y -= S.~......h....._"..n NO .......................u.....". ROU TIN E....X............. R ErN SPEC T I ON N IJ r"s E R 0 F T AN K S :................ª......_.... COMPLAINT .........-............-.............. ' ..........-......................... FA C I LIT Y N AM E :çJ..J..Y......º.E...J¡..~,K.~R.§.EJ.~.~º.....º-º.8.P..:......Y..~.l~.º.........................................................................................._......._......................... FACILITY ADDRESS:4101 TRUXTUN AVENUE ! ................................................................................-............ ........-........ ...............................................................,......................................................... I 8AKERSFIELD. CA 19::~:~O::M:;~~~~~~~=~~ I CO MM EN T S . .................__.............._....._......_.......__....................._............c..................................,..............._.........................................._............._................_.;........................ I ......................................................................................................_...................._........::.:...................................................................................._......................................_........_.~....._.......... ¡ .......----..,..........................-....-..........--.--........-.--..._.__.._......._._..~~_...;.__.._--_......--_...._._.:..._............._......_.............~._._:......_.._..._-~---_....:...... '. ¡ ITEM .. . .. . ,', VIOLATIONS/OBSERVATIONS -~ I i. PRIMARY CONTAINMENT MONITORING: I f~ V /~~ ~ /~.:;::~J/ I ,3, Intercepting an directing system ¡ 11-,,-^rf .l.c-'&l ~-fr;t;¿.¡;tr ~~''-''1 o Stancarc ;nventory Carlere 1 I /~. ß.-4.-. ~/ ¿'ò 0 ð~ ~ ~: ~~~~:~:\~~:~n~~~~i~~n~:~~ce ~. -. ~1 ~;f ~ j H .D. e. Groundwater Monitoring i._: fOß ~T 0-4 .' .v~tl<), f. Vadose Zone ~onitoring . - I' -_._-----------~_._--_..._--'----_. SEi::) ~A~':' :;QNiW¡~ENT :I\ONIT'}RI:'iG; 3. ~~:ìer '0. )cub1a~Wdl1aa tank .. \J~1..: ~-: -------- .~. I.r-: --:-:---ï'-- ---y ,;j":L.,o;<J,A-;4 /d--u.~,-.rG..;.,. ~-7? ¿;.{~¿"'--~:' ¡ ~f I ~~t!l Ñv-r-::U~ 3 0 ~. ; (/ ,:'::': Ii:; '4tC~¡ ~ T,~(': ,'iC: ~ !r9ssuri:ac o. ::·uct ~ ·:ri ,.. '. . Gi':p~i:j --_._~-~. . c ~___ J. '~k~, ::-r:l-~r-......,-;./ 0-..-"'''",/':''.'\----' p..,--;:::tëu,~ ,.,.-,."".-<4.-" . . -r-- dI-- / .~ I ^ I . "''''...4.' ~VJ ,.(.u·c·Vl---'--'- -:3.:,,;';6' ~. J . ~;'-\ (~ :'V::~=:;__ :":I:-:':-:::'i"; ;. 712H7N¿:33 ~':SING ---------..--- 5. ~E~ ~CNST;UC-!GN:~CQIF:CAT:O~¡~ --- - """'" --~.--._--.-._~.._._--_.__._---..- .-. .--.---.--...-.--.-.~-~-_.__._.-.----r-------------._--. -----_.- I . \:LC3u~E/,4e:~NOONM€N j ¡~ /k~/ ~-L f'y)J ¡k()~ 3. UNAU~HORiZED 9E~êASE _. \1,0 :~~"~n~NCEr GENE.:::l(.. ;~:~¡\¡' .~~~c JPE:',~TirJG ::Ot'JOIT[ON .JF =~,cr~:~'( ·=:)MMENT3/RE~OMME\¡O:4TrO~Js ~". ..... ""........ .... ...... ...... ..- ..".............,... . ........"'..............,. . . ."n ...... "...... . ........... .,........ ,.. n..... h'" ............... .. . . n '" u , ' ) ':..:: : --I.~ ':, '~.': ..' :u'.::.; I ~i~'~'6 L' ·i_:~~~;t1<) 'J'; p'" . _. " .. - .. .. V /, ~! '~r-' P /. I . ': - '.: ~', .'~ ./~ ..,1../ ...r-·~.:(,:;.(/ 0~"V t /.' . . ........ ,. ". ... ·~.;:·P:~(::>,: !Vl.,\.:.TE ,: 7:~: :,.;::,;:,.=,': ~: ,~t~;' - , .- - -. -.:~" . . ,'. :)\ =D cL.'7 -J . . . r ,'y;:~ __.....___ __'-.'_V"'_~ _, ".-'. . :.. <:: '_' I:: :. ':/ \.: _' ::., '(,r' ..·,,-....1. ., ,,"',"1='""', J r<~", ......T¡. R f">rI, ·L1_. t JTI......' ('......,""',-...,.,. )IS~- T'A-\ _N' '.A.~ t ;-~,.. _ ..."',~,~~..1 "\~~,.' , ¡ 1-<..1 ~ 270v 'IMII -_,to est.. ,_U I ca ~.. j.:) .,'" ff .' j : 8ak~rsf'~~=ld~ (::~:\. ~)33C~ (805) 861-3682 PHASE II VAPOR RECOVERY INSPECTICN FORM Stat;", ~:~::" /:!Ft!!itÚ7/#--_m-¿~~~- ~o 1Adl;;-tÞl_~~~J,ß) rlC ·~---;~;'iL{'-~-?7:;-¡.·"·"'-·"'-··"'~·"~·~·~ TYpe~-~:~'"'' HE ..7!:.._..~~..._. . . ¡O$pec,o;-t::_=~i~~:I~í~~~~~L:~~=-~O~ice Rec'~____~~·· .. NOZZLE TYPE tw ~t,J fvJ! ,:cmpaI'ìY Contact 9"~~_~j~~ 1. CERT. NOZZLE 6 _ 3WI'lEL(S) I ¡ I ! I I I . . I i , I I ¡ ! I I I I I I , I I I i I ¡ . I I I ¡ , ¡ ~---.; , , , ! i ! ! ¡ , , ... "," 2. CHECK VALVE N O· ~ FACE SEAL ..J. Z Z 4. RING. RIVET , - :;. - 8 Ei-LCWS .1-'" ,..;,1.' t 7.::1_0W LIMITER (EW) j ~æ.'lfRttæ~_ø i ~ :-1CSE CCNOI::CN '.. c ). J\/E:=:HE.:l.O q=7~'~~.C~;O? I , I !. :~-_.~-+-----t-- : .~ --L-~---+ I , , : i iT.1 ,.l :_ ':'N (; T~"': .... ,- o 3. C8NFIGURß·~.TI:)N f~ 4. S:"J r'lE'.. :~ ..... ~ ::). ¡:'(':~\¡E;~, \~.) I:-.:: - ":~f"; . . I I . t !_~-+-- . i ,/1.( ! I A >_ ; I~ A ¡ , , v, ,VV I v v: . 1 I _ ]! ;~ :~ ~¡ , . >3 :GNS .::~·JS-:::: ?.itf:'Efr'1:ili.:l!_f¡lUã:i'}¿IiMa;'fiIit:l~'ti'¡ fey_ -::>:;:·s'jS ;:.:2ffi -'/0;=-5" 3.4.=1:,:: '¿nce '-~¡;: ::;";""<3 ¡ e\¡ 1,_,- -, ..~..r_ ~ 1 _ ~'.; :=:>~c; ~dC:";J~'': I..:..-.::,:,!..¡ f ~~.?~~:5\::?: rnð(lj""'\ ".; ,~~··--t·~ .f':~' "J;o:' : .... ..'. 7"~~ ~~~i ~~~~~r~':;:~:!-~'~ __'< _-~ "V' .: .' "·~·-1';~· ·H.,t'.f' t~<;iMè"õ.tLiiJ;;tt:,.u,\LL..¡.¡,;;l·-ht~-J:l1:>:'.Llct~,..; ~~.~,~,~~~~~ ::': ~J~~:~~~n .JN~:F~:~~ ~~~~~:l~.~:;~~~~ e~rQkel'ì .-- ;(-;".:.:--r:: ·~'l-~i.: T.'·3..'3~~·C;··".:=d. ~:::.:::- ·,:....::"',':~c. '::-:::>= ~:-"~"'/8¿. II D q' INSPE':TICN RESLiL 73 .~ , " I : ,:C¡'t,"l S'\~ T'3 : ! i ! .~..--.. ........ ..".~.,,-~... I :~,'=.'~._,.:',.....".___.r_..o in3=~·?C:''fcn ;-'~sGlts: 3·l.;~nk= ~.J1¿\.. ':::; ;=<e!:..~'Ì:· '~\J~':hir¡ sevsr _ - ._ ..::.;,~ ~.c; -:.: :·lC:2;: : :.:;: 7 '.JJ;:;'?cj 'JU t -_.:-.~ -:J:"C2,r ~-.¡:"'. t .; ¡ ,'" ~r::I~ ~~ "'''~~d ~) ...1,_ ¡ .::'1::;;ç;a c : e '-.j'¡ C ,'~:: ~; I;:) ¡ Qt..J ï:: : e-:- -;: "1 n '...lS~. ., "'."~.""""_" ..,,, .... .,......"..._."."" ..,..".... .........................'..,.. ......,...._.. ,..._._......~. .. ...."..,................,. ._.~...."..·'n...".._"....~,·......."... . ..,. ......' .' -.. -. ........ '~',". ......__ ..... ................~,.,,_ ,,_....' ....~,_..'". ...~.~..~...~_,.., ......~........h.. .,,~. h...............,~. .~~".."."""_.".,, ."....~........ ............ ............. .__.~". _ ..~~. "'~~~~'.'~"""" ..__~.,... ........,,'~ . ..,,, , .... ...-. ..,'·...h_·.__....~...." ....... -.......-...- ,..,................-,.-.....-....... ; ""* 'IIOL~TICNS: SYSïEM3 MARKED ',IjITH A "T" COOE IN INSPECTION RESULTS. ARE IN VIOLA.TICN OF ¡ ~'"KERN'--ca.."'Nï-r AIR POLLUTION CCNTROL DISTRICT RtJLE(S) 412 AND/OR 412.1. THE CALIFORNIA ,:Ie*: HEALTH & SAFETY CDDE SPECIFIES PENALTIES OF UP TO $1.000.00 PER DAY FOR EACH DAY OF ('** VIOLATICN. TELEPHCNE (805) 861-3682 CDNCERNING FINAL RESOLUTICN OF THE VIOLATION. ¡ r~OT~. CALIFORNIA nEALTH & SAFETY CODE SECTION 41960.2. REQVIRES THAT ~E ABOVE LISTED 7-0AY !. '-- OEF:C:ENCIE3 3E CORRECTED WI~IN 7 DAYS. FAILURE TO CCMPLY ~AY RESULT IN LEGAL ACTICN ~ ¿ ~. . KEPf./ a...ÛrR ?OLLUTICN CCNTROL ¡)I~TR.O I [ [ \ Statim Name 1?::L..~_r..'tp! Locati cn~¿~~L_~_.~..... PìO . Ji~f.:L9t¿J.§) - WI ( ¡ Company "".:Ii 1 irïg Address ......_~.(..~!......._.~........~..:.._....._._........._......_.... City _..ß...~_.......~.... . . ! ':¿te.::?....=..~..~....:......!....~............. Phcne ..~.~...§...:_~..!...}...~.........._........._,........_... System Type: Sep. Riser ~{~Xi~.2) ! Inspector iL~~.______._.Notj~e :-:;d ~y þ;~~~;-~__ . ! ::~:~~~:~~~ ~~~E:~~~ R) :t; ~ ~ î ;,,' ! ¡ i I I i ! I i r , Ii ..~.' ! . ~7'OO ":'~" Strset: .3uit.= 275 8ak.a¡<"s·'rie:a. CA. 9:3301 (805) 861-3682 PHASE I VAPOR RECOVERY INSPECTION FORM 3. 8ROKEN OR MISSING VAPOR CAP 4. BROKEN OR MISSING FILL CAP .). BROKEN CAJ"f1 LOCK ON V.A.POR CAP '3. := I LL CAPS i\jGT PROPERLY 2.=j~ ï20 7. VAPOR C.A.PS NCT PROPERLY SE:UëD 8. GASKET MISSING FROM FILL CAP J. '3ASf<,tT ¡',II ~SS !!\.f(3 'l!1PQR ':AP CRÇ'M . ., 0. ::::~~ :~C)ì:):!JR ,\~()T ~:(:u-1T -- , , ·'¡.AF-oR AOAPTOR!\JOT TIGHT v' . ... ·::.~3¡<E' 3 E7~"'E2·j .::"OÞ.PTCP. ::0; =: L:'" :'!...;SE :'VlrSS:\¡C~ ; :~¡!q¡~()PE::.¡_.~· 3E.:.~==· ·~:::v '-3·~'.·=,,·,,;\~ ?~..:~'~'.::·--3 ~~:r:,:,.~ ~.~:~ -,::-~ .----- , .. ,=::<:CE3,3.¿:'.¡'2 ·'./E~T~'.:Þ.L :=·L~:'.'" ~r·¡ '.~~'Jß.?~....~ ...~L ;=: Li_ TUE"E ~ v/ -; S_ COAXIAL F!LL T~~5E SPR_[~G \l1;:C·H'~Ì'.J ISM DE:=:=C ~':';/E - '," ,1.C' ¡!--, ~i =i'~' -î~ ~'i!:::,;~.~3li ç:EJ·,,.':i::(¡ ~ I r: I -. },-; --'--"'-'-- , ~ , -!)8'::_=r'I\3TH !'''E,0.Sl.,P:E:-1ENT LLJ.L _L.J. /1 :-) ~ :=;:'~~:E¡\ ~'~,::: ';¡.. ~'~.):_C: -- ~ '- ~r:::'.-: ' 'C ')~¡-i~R --- '2 D .::'OlVlf·t,E:'JTS: ± \ ± \ \ \ \ ~ \ ----¡- \ .=r I __L i ! I I -_.~-- I -1- . , -- -- ---- --~._- / ,/ ~ .J...J2..:'-_ /60 /1 3__ --.---~._-._._----------'. '" ',YARNING : SYSTEMS J'>1ARKED WITH A CHECK ASOVE ARE IN \/IOLATICN OF !-<ERN COONTY AIR POLLUTICN "'"**=~ Q"'tJTKOL DIST~ICT RULE(S) 209, 412 AND/OR 1112.Ï- THE CALIFORNIA HEALTH & SAFET( CODE ,>,;<c;( SPECIFIES ?ENilLTIES OF UP TO '$1.000.'JO ;:>ER DAY ~CR EACH VIeU.nON. TEL-SPHCNE (80S') ·:...ct.:361-368:2 CCNCERNING FINAL RESCLUTICN OF THE VIOL.1.TIa-J(3) :iC~Q.::~~ \ ·1\ .DWINE-MANLEY TEStING SERVICES, INC. . , . , ~ .0. BOX\ 1561' J\ ~RSFIELD. CA.. 93302 . ~5) 834-6075 , . 1-- -j¡ .penvu.v It; DOObû ~ . ; OWN&A M UTa C IT)' ()f (J/? t:aUfl('tl) \QQ"ut '..{IO I' r¡(vx 7Vrv CITY..TAT&.iIW~ LI \ '. ~ f 7 ..2J.. HORNER EASY TESTING METHOD if: t; îi -WORK SHEET ~q u 't rAllKNo· I TES1'~ 1/1(,1-1 PRœUC:1'£INLmOt'O CMN:lfY/Š; ()()Ù CHARTCAL' 0 S- .-t J. q _,ool7.2..w· c.n y (¡)/" IJ ¡q 1~ðY2 S ,.¡{LQ , f/'1 «ASUREDGRAVITY ~O PROOUCr"tEIIP t"J.. o. œ{,~(,Jil:?r G I. Ù TÐlPCAL,O(J()' lL.l5:cXJD_ ~jlS" (8) AOORUS NIII' IAWL. IQ, P'AIIT -i uva. INO .... . UIIS- =:= U!VU. 1lUW.1' ø;·- 5" 8 ç~ '-.'4,) --)0 :/3 -lj-t¡ -- u - - UI- - -t-,!). a .+ -7'1. 7'" -- . ~~ .O()/l'J,. 003. NO (lr.¡"AOINC, . l">./c.Þ. . -- fiG ·¡"IU1'líiJt.'f/~AJ~.;·~,(t · ð I}J. - ~~ ~ · S - ·,dOI7), ":02:ì) - · ,( ()/}~ ., dct?J. '15 a 01 J -.O{)et. LOCA1IDN t'Jì 1/ (ð¡(f~r¡f>t) YAAlJ .ÚIII l.¡J {)J T~u.xrl~N - "ilL', . - '1IW ßAI<{~rl(/.",<J _1fA1S CALIF: - ~ .' . '. . . . TDIP. ,... 4a'UIt. P'AaT .. LOU- == TØoIPo P.-L RESULT IlUW.T xr¡,31!"-;-O 18b ..,. - · 9.31J ..()))' ~o~o a&¡.J 'S -!btYI 3 -,()/I a ~,31.r-e- :r- , ~() PI -, IY-""·fXJ2 , I J -. /1 -;00 J , /1 ~ -, 1'17- ! (Jot - ;1 (; 7 · - tr .4 I ../fr · ·c¡,3/~ · - , Irq -/~ i - -Ø- a 9.3/,5- -ê- - I OO~ - .,. , 1'1 -:/1 aq.'JI.r. ('Jllr. -,00' IJ:)1; .. ", ') -/ CJ -'/.Jlr- ~~ 27 -~Ole) 7 ¡;.:/¡[f. ~1"'1ØII' yC.l .:" - -~ ... LEMIlA1I""- 1-, 01 to¡ 2- '. ........ DU&AN 7uR.~ -....ifdr lL/~ ~ Gn ()/k3 OV£R FOR IEIIAIUCI BAKtfisrltll~ (.~ 9 ONMTOIII> HMI& AT UTa J e;e .{ ¿)2.A/VO TYMMaWnM j!J1U(UoO...G5 o IUC:TJOH C ~AI. / / .. NCIIG~ 'lW&W lWQWIIAY....nII CMlo.MlC4 C MDMCM\' CM&M.&'t , - .' ..,....,.... -e:r- .....OP<MIDWIDwua ,,~ 4 II ~ð'+- ~""""""Ø8IIM""'" I - "DIJ!! RK ~ ,,",' Maw it¡;¡ , e t , 1'1'<0 y .... e YAS //. "'.(oy PWID...,...... """" ....1It! JV.IM. l)WINE-MANLEY ';rESTING SERVIaS. INC. . J. BOX 1st} fŒRSF'IELD, CA.. 93302 J5) 834-6015 r[lY'P( . .LL HORNER EASY TESTING METHOD ~ .LL WORK SHEET :!.L~ ~ 7ë[ .!:I..:L H '1 .!!!':No. I TEST UVELtll ~ H ~CNN:JTY I ~ tJðð CHARTCAL' c)S- AI'J ~~ ~2é)_ J. } 'I _' (Jol7~ . TOIPCAL,oOo,H III/~ I)P(]. '!.US-.., ~~EDGRAVITV (; (J COEFFICIENT ~ 1 'Ui NQ. L&WL DG ~. DID- GAIN . LCf,A- QAIN. LCf,A - =:= uva. aTAAV uva. IlUULT ~. aT..,. ::= TPIf\. RESULT rl~ MMA,T T"" .? '; - ~ 8 ·-)0 -,()On ·-01)), - + .1'" -./91 .. 1Il).J _" ~ IJ- .()). 79 ; ~/() · - ·00/7 · 11// - · I · . · · .~ · · ---- ..:--.... .-' -. ; -. · · , - I .. . · · -C,.l/:r- · ~ · · - ...- -:...:. :::.~~~ ~ . .~~ .' , .. --¡¡'. ............- - .. ..... · a .~. ,..:;.,.~...~....-:.. -...~ !..:.......-. ".."U .... _.. ... ..........- .. ..'. ;~'u':;.- ,. . 7 - . . ..... ,~ !. , ; ...--. -....- --'- . .. iTATDI LOCATION 'n Y I: () NØ1Zi9, ~ rV ~·.YJ1tllJ . - - . . ~'IJO' T!-PttllN AIIÎ 11Y IJÆ ~ l51I ~ ~ 1d1. L> irATE (; ,q LIF 14'11' J-11-'f ~ . ,......0...- .._.~._ · · · · · · · · · · ......_-~. - .M....1IGIIf YES "LWMnÏDIØ- + -,0' ~ '). .=~~~~ #' en 0/B3 OVU FOR RÐIARX$ AiI-- ßA,t;f:!"()$F /E(LJ LA-. OWH&AM TMKa t5/J/11£ CITY.aTAU·~COO& ,é4K.()7l! /'/ é"ll) L 4- CM'&IIATOAa fCMIC AT alTa TYN 0#' aY$T&M psu....".u C IUCTIOH LVtQTH or "7;;;W~T rM.\. PIPIt . 9 __0UM4& DIAIIQU 00' TANK ' D MaM, - ~,,-- -- II ks' .... "" nNM MCOVUVlYStDI - CIMI.MØ C UDMCMØ CH&AUY ~'IIIa &.&v&. III TANK -0- ....."".........ua 0'" ....,- . - -:r~ ~ M&""1'~ ...... ..... ~I""\ ~ lø......... I10IIID 1M1U' "'" nWl NE-MANLEY TESTING SERVICES. INC. . , .0. BOX 1567 \.KERSFlELD. CA.. 93302 305) 834-6075 fJtutF t 7Y )'Cf J{ HORNER EASY TESTING METHOD ft 'f~ :E: WORK SHEET B (6JJ16) rANKNo.,~ 'fœu.YfJ.Ji/('/} I'RÐDUCr Ð/tSE( CNN:ITY l~cJOÙCHARTCAL ,e) j ~ 21.3 .,ðlJzo{ CA) IÆASUREDGAAVITV 3/ PAOOUCT"tDIP; 5 5.~ COEFFICIENT 3/. <I TEUPCAL' øzÞ'I4Þ- ... /.f doll (¿'.~3 (8) "" ~ uva. uva. aTAaT &NO 31 2p J4; '_.;z. 3 6~ - ~i 6/----62.. b 1... - Sf( QAIH . LOIS- - ·"-6 ::t /' _ _C -.æ2-0> -,o/{)"J.? LEVa. _1' --3 · -2- /' - ,. · . ~'l) z..fJ> - ,I/O (p I,) -. æ2-o5 -- gt;4!() , · - î.... . .-,t/l)~oí -; orA/a -~3 . . tJl)~ -..- (}tJhIS , , · ,fJl)z.o~ -,ø1fO -57 --2. 3 "--" ,-=55 - 52- - - .,dl)~ -. oØ1::J ~LOCA1DI C//Y COI?PIJ¡!¿II-r¡PIf) VH~ .... .L./IPI /lfl.lyr()N I'IV£. . :!f'(~ AKE/?5rléL/J STATE. CA ~~ /-3/ - 81 ..- ..? - Ó-5 ,. · . (JlJ ].0;> · -: (J'f) f{ 10 --1- ,..... 'fUU'o GAIN. ..., T EIIIIP. ~ T'" aT_I' - LOI.& - . II¡ A£SUI.. l' IUISUL T . t.ff - ',"3 -~oI3~~ .;- (:/2;~SO 10. <f~ ~ .7tJ/ · -r. ðV1- I! ; If'¡) A. ,101 - -. rro4 - -~ ; ()').o31 II; I ~ . ,~97 · '.~3 - ,O¡fp.? ,6Ý1 . .(1/17 - .~.¿'3 . -9- ..- rØ1 () -&- . I II f 3~.1I , ;, føf7 -, VI 1:.. ..- r7ð5 . '~.~3 -:õ ~315 : ô~qD~ //:1; , ,69'2- -.~90--;tJD-¡' .','-3 -~Of31...4' ~(JD11' I ¡. ; (/1) ,(/;0 -.6,~9 -~tØŸ ·~.~3 -:ò/3plf ~ (Jtft /~ I¡; i£:. ,69$ -, b$Ó .-. (J7)' , . ",~3 --;-of3z.(. .... tIffi 110 /).,' ~() , . . ~ g~ -, ~ 8f ·-;cW 'þ- · 6 ,(,~ '::tJl ~ ¡/p .~¡t>711 ,; I) ;'1*1 CERTlfŒD TIGHT !¿5> LEMM1UDHCIUR' -r, ð32S1 fl/UA1OA..if.)IIt-í¿ R. /1 L.ß.e/61/í SlGJlA1URE~ ¿d.~ - {) . -/Ÿ'a t)/t"¿ O'!EII FOIl RiIUJUCI 0MCa M alJn ~l(éI?SF/£Lf) ¿¡¡¿Jll 7"/fUXTðN AL/C CtTV.aTATß.£WCOO& ß¡4 0MCa or TANKa '0~ AQDRUI , Sv:J/lJE GnY·aTAm·~~ S;¡/JI. ONIIATOAS HAMIl AT Ian So~ L-A~AtJD TYN M a'tSTDI f¡niUaY£IICi15 o ~TIOH ~.,.. f# PIU. .... . 41) " ~coœMNoouc;T CL&Aa ~ - ~( J 1'_ 0 M&1'AL. 10 t:) N 7 R '_~LAS' TWCtw ~....... []Mt.Jlla C MDMCMf CNUUV WUU&&VIJI._u. fI 2 Ie¡ ......tw......wuu ......... t , ~ ¡l 1/"ÆO~, AIM...... "9 \ ..... _.~A ..¡oi ,DWÌNE-MANLEY TESTING SERVICES. INC. . . .0. BOX 1567 ~KERSFIELD, CA., 93302 805) 834-6075 TA.NKNo. :5 R[l> - 4 TE$T L£V£L H / ~ 1-1 W£ASURED GRAVITY /5 7 ruT NO ~ STMT / 7(P (pq. , b:;) . ;/ uva. - 7Z- -- /~ / ()ç L \ . 3;; HORNER EASY TESTING METHOD 1£ -WORK SHEET '-1 yf IErr: iA.S- J1:::.. LjIO/ "7£(;1£ 0# lÎú£' cnY .aTAT&. &1# COO& ëJ () PRODUCT TEMP .... PROrJ4ICffic¿,v~ CRN:ITY/£tJIJV CHARTCAL .ùS- .J. 33 .,fl)t:J'I (AI. , . . OAIH . LOIS - ::= UVEL IlUULT '-.go - ß" -1(P - ~ - ~5 .-q - 6 I '- - -" '1--_. ". - S-t,ø - - ~ . --/0 - - 'I .-.-, & ·~7 · . (J?),5"1 -: ð 2.11~ · ,ClZ>IS, -.-0'5,0 · .d7J/SI < O-t3?Q · ~-~I ._-~ - /)1> . '.uIV1.J -.0'-1'" · .(}lN$'( .......ð'o51. . a .UTUS, -~øµ;4- Ir .Q1Jï$1- iti-:{J()I¿UI · I~/S I _:d1J1~S stA1DIUM:ATaI eJrI C()AFb~l4rIO'f/ V¡4~O AIØIII Jf-JOI rlfO.rrtJN 1'11/'£.. CIT't l5111<£If5~/e (,./J STATE U1 DATE I · 3 J .. If œ£fFICIENT st. 0 TElAf CALßð215 ri ". (~OOO .~. 1! (B) .,.... T'IM\. Gl'I" . ::= TIPI/II. r-. TIOiI& Ø_T - &.051- AEMA.T --.T .~" I -. 2.~' --: 1ft> ~ . 'i{.q<ð --:07184 ~+()q¿q" 10 . </.:t 4 . :01.11 . ¡-Ie¡ -,253 · +, tm.f · g.9f/ -~o3:5'1v ~ DS,D'Z-- II;~ .2~3 -,2.5'- +- · g, C¡S - ~- .:'()/ ~~ ¡/ : ~o , ,2.53 ~ 25"" -: 1/1)3 --1.71 -:0#/4 -: (J 3QO'J.. !I; 4;. . z,slp - ,1.56 -1".ðDv · .e. ý~ - ~ or1Q(¡ " V~ 1,.;t1V -.02,.- .z.56 -.159 · -t. dD' -1/13 - ~ cvffl~ -: DI5 01.- ' ..- ¡). ,/~ .#ff -.t5tf ~ --Ø- . '.'ii - -l)- -:;,owA /;}: 1.':2 .1-51 .- 2SQ . f,1i · -e- ",. " ,Z;,¡{ - -tr ~(J1)15:> CalhFlED18It 1/ ES i.uIt M1I1111 HQUII -: 0 3/ ~ 3 =:._;~::J%;~íJ ;lreA ð/¥~ . OVER FOR REMARY.s 6. .. , . ~~~ shéÛ? J2 ,I D4¡¿¿/( F>¿¿.D <-A. 0WN&a fW TNoIIU 6A~¿: AQQRUI ';àAnl¿: crrt·.TAn·~c:oo& ~A-#1t£' QNaATOAS MMI AT It" :3ð¿- LozA AJ() 1"11'& cw aYßT&M IQIUl*KRM CMlQIOH ~TM OP CQI.OA CGCI& or I'tM)OUCT 3"(:,' Q.ÆM -- ~ ~.TtMK C .....N. J¡ / / ./. j;1 PllCMLnI nNtW u.c:ovmav...... OM&.NØ C UDMoCMf CMIAUY ......'-D1&.~ -€)- ........,,~...... ,.-. ..:ro I. DAnl/YIId ....RMCØSTIII MUD I - ~,. ~ If ~ 1'1 MaWYAJIM ,-¡Þ¡Ux . ",¡4Aoy . AUIQ, II' '¡101110~ iJ\o(f'NE-MitNLEY :rESTING S~RVlCES. INC. Y. BOX 1567 ':ERSFJELD, CA.. 93302 Þ-- ¿;¡ ¡:. L.. \ 33 HORNER EASY TESTING METHOD E ~ .WORK SHEET ~ :i:L ~~ .J.S... .2:; ;05) 834-6075 D .,ø. ~t ANKNo..3 TESTLEWL ¡I/(jrl PRODUCT :r£4t1¿A~ CRN:lfY Jf{)où ClWlTCAL . 05 -t .33 .. (It)/SI w 5"7 PRODUCT, -.- ¿2 C' , ~~JRmGRAVI1Y _ .~ v. COEFFICIENT 5 g', 0 TaIP~,;;¿"10.) i9 "'- ¡.f:tJ(){) . ~. Cj i'" (B) JUT IQ. .,.... 1'ÐØo GAIN. := TOoIP. PINAL TIAO& ST_T - LOSa- R£SUI. T RnUl. T .;51 -. 7':>"f · -&- · gtjl - -e- :: fJl} 3tJ2- /:00 P.n - · · - · - · · - · - · · · · - .. . - · · - · - - · · · - - JI · · . ----~........... ".- _.- .' --- , -----. '"it ' · .- - · -......'...- LÆW1. STAaT L&WL - OAIM . &ø.- .' aW , afA) UY&L MMA.T 51 --2- · ,ø/SI --:tJl)~2.. - . - · - · · · - · · · · · .. ¡¡ · .. . .. . - . . .. . -....--.....:. .. :'LÕéÂft. ÙTV C.O~¡JOA¡qr'()NyA¡U) . ~ ~/OJ T/ff.)krðN..--A/'/&~,·_-_··- 7fY ~Jr£'If~ FJEt.. D _,. CI'Þ. '~'. ~ / - ~/-81' ..~. -.. ... -.......- -. - _ -1_"_ _-...-- .......,r,. ClllTlFIED 1IGH1' Ý E5 .. ÜÄi ¡¡¡TUB lIau. -. 03/03 ., =:: ~~ ~~~ ~~~.'~J!r ~_~?.u ....-.....-.. -" ~CAt?19¿ ~IOI.~ WUCI · . . CMINU ~ alTß ("-4 . '.!309 - , s: ADDMIf . [J1UGT1ON U_TH or COIoOII coœ 01' ~T PIU.PIN CI.ÞA OAAHG£ .3 (¿, " IW) ....ruM TANK C MØA&. II 1 'I II PI.MU'.I$ , nMO# au;ovuy 1'fØIII CMUNCIt QUDMCICØ CH&AL&V WAtaa~.u.. -er- DØ1tIlW a£IGUIIO..taa ",....... StJ I ~,. ¡}. , " . M& . 1 I. l e e , . WA 5,6.. -NORTH e (p't lOll FIRE UNE 'E.R.~ I P ME-N T ^ND ~E PA\R U t\rT-D \:~~ ~\..:J-:: .. ~-.. ~"') .~ . ,,) fIRE WNE: -- Co RPOI<ATION YARD ..~. " . .\.~ WASTE OIL. TÞ.1i~ dl ¡/I = 2cf . I D Z .... ~ 5 ~ u ~ ... % D D U t- Z I&J :E ... tr: C ~ ..J I&J ILl c - 11.< CI)_ o:z ILl 0: ~o <11. m- ..J 11.< ou ~ C) - z U 0: III I&J Z ¡; Z I&J J J ~ " z c ... ~ L 0 f ..1!~ ~ u o . ~ ~ c~ ... .J 0 D ~ C U /~ 8 ü 8 II¡:~ III Z IL III .~ _ 0 ~ , -' a( A.- ."01 9, KERN COUNTY HEALTH DEPARTMEN. HEALTH OFFICER leon M Hebertson, M.D. 1700 Flower Street Bakersfield. California 93305 Telephone (805)861-3636 ENVIRONMENTAL HEALTH DIVISION INTERIM PERMIT TO OPERATE: DIRECTOR OF ENVIRONMENTAL HEALTH . ¡ ,Vemon S. Reichard " .,.-¡' 'PERMIT#:LSOOOac ISSUED: JULY 1,1986 EXP:r: RES: JULY 1, 1988 UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY ". NUMBER OF TANKS= 5 ~ ---------------~------------------------------------------------------ ,¿~ FACILITY: I OWNER: ~ ~..OoJ~~~I ~:U~~~~~~~~~~~ C~R~~.,,~~,R~,. ,.,\ ",~~~i ~~u~~~:Ri~~:t~ _, ,~~::}BAKERSFIELD, JCA ',,·1 BAKERSFIELD, CA.93301 ---------------------------------------------------------------------- # I ; I ¡ A,GEI' ( ~N ..YRS) , ,,' ,·8 . " .' ,,;.SUBSTANCE CODE , WO 3 ,'MVF 1 .. .. NOTE: ALL INTERIM REQUIREMENTS ESTABLISHED BY THE PERMITTING AUTHORITY MUST BE MET DURING THE TERM OF THIS PERMIT I , NON-TRANSFERABLE *** POST ON PREM:r:SES /. , . DATE PERMIT MAILED: APR 11987 , ;" DATE PERlUT CHECK LIST RETURNED: . i ,-,. . ~: ,.. . ~.: " " to· ,',. .# ," '..:. ";'. 1.;:,1" ,', .; :ö." .' !' ", . .. ~ . . -.... " . ~ Kern County Ileal th DepartmA.·...: Division of Environmental" . 1700 Flower street, Bakersfield, CA 93305 Pe em iat". . ApplicatioRlr e /?()ðO~C- JtJ APPLICATION FOR PERMIT TO OPERATE UNDERGROOND HAZARDOUS SUBSTANCES STORAGE FACILITY ~ of Application (check): DNew Facility Df't>dification of Facility M,:txistiD;J Facility OTransfer of OWnership A. Emergency 24-Uour Contact (name, area code, phone): Days 5deV CÞ'/l/YGL£ Bc;.s-;:J'26~J'?Y? (' Nights ~ÃtH'V ~#..n;;tL· ~ P?rJ7a=('7 Facility Name ~/~ ¿/f~¿'~~Ì'U 'ff:(¡:: ~#: No. 0 Tanks Type of Business (c 'eck): [jGaso ne Stat on (:3:D er (describe) P¿£.é;r- ?'/~/#";;G>-' Is Tank(s) Located on an Agricultural Farm? Dyes 'ß)1b . " Is Tank(s) Used primarily for Agricultural Purposes] []Yes ~ Facility Address ¥/tJ! T/Zt/¡(T¡¡d /ft/ð ~Qk¡'£i:'ff Nearest Cross St. ÎÃ:.,,¡~r7Z/~¢' ~$";---~~ T' ,R SEC (Rural Locations O1ly) OWner e, ~ ~.:r ~1ifff/ " Contact Person 6&y ,if4~g¿.d'" Address J~-- / rÆ"" . ~ ðfl"a-/J'j;';,¿/2ip 9-?"?¿J/ Teleprone é0P..?¿~-J?,ç:~ Operator (]/ry ¿II' ~dŒìf7U ~c,¿/ y/~ Contact Person 6#~r ~~6~? Address ~.(t'/ T.Æ"t/kTk'// A'¡/~ ~4t!'# Zip 9. ??c?/ Telephone Øar-..7Z6·-?~ý'..r- B. Water to Facility Provided by Depth to' GroW'¥lwater Soil Characteristics' at Facility Basis for 8011 Type and GrouOOwater Depth Deteaninations CA Contractor's License No. Zip Telephone Proposed Canpletion Dste Insurer C. Contractor Addr ess Proposed StartlD;J Date WOrker's Compensation ~ertlflcation t D. If This Permit Is For Modification Of An EKistirY;J Facility, Briefly Describe f'b11flcationr ~roposed E. Tank(s) Store (check all that apply): ~! Waste Product Motor Vehicle Unleaded Regular Premium Diesel . Waste Fuel Oil Ida / ( ùt) J. [] 0 0 0 ~ ~ 8 B J.l~j 0 0 ID 0 ~¥¿J-tI- 0 0 lEI Ii 8 ~ B (J yt/¿..- 5' 0 0 tia F. Chemical Canp:>s~ tion of Materials Stored (not necessary for rotor vehicle fuels) Tank t Chemical Stored (non-comnercial name) CAS t (if known) Chemical Previously Stored (if different) G. Transfer of OWnership Date of Trãnsfer Previous Facility Name I, previous Owner accept fully all obligations of Permit lb. issued tc . I understand that the Pennitting Authority may review anc modIfy or terminate the transfer of the Permit to Operate this underground storagp facility upon receiving this completed fo~. 'I11is form has been completed under penalty of perjury and to the best of my knowledge h true and correct. SIgnature /tØr¿ *"~ TItle '#ø~ ÆMY. fl{>-% . Date :?-/¡:?-¿:;:,- !:dt;U.lLy NWlle L..-I¡;V c-¿~/"./01«. e- Perlllit No.1 ?OOOJ>G TANK. ~.I1:J2.:..L (FIL~ OUT SEPARATE FORM FÒk EACH TANK) \. . ·FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES ,H. 1. Tank is: \Óvaulted (25INon-vaulted O~uble-Wall, DSingle-Wall 2. Tank Mater\al 1!šÞCarbon ~teel 0 Stainless Steel 0 Polyvinyl Clùoride o Fibergl~s-Re in forced Plastic 0 Concrete 0 Alllt\im.m o Other (describe) 3. Primary ContaÌnment Late Installed \ Thickness. (Inches) lo/1'~ t/~//( 4. Tank Secondary Cbntainment 0- Double-Wall-rJ Synthetic Liner 0 Lined Vaul t 0 None known OOther (describe): Mæwfacturer: DMaterial \ Thickness (Inches) / Capacity (Gals.) 5. Tank Interior LinillC)\ / D"Rubber 0 Alkyd \OEpoxy DPhenolic DGlass/[]Clay Dlkllined ~kno""" DOther (describe): \ 6. Tank Corrosion protection / . -o-Galvanized DFiberglass-Clad DPolyethYlene Wrap DVinyl WrappiRj DTar or Asphalt ~nown DNone DOther (describe): .' Cathodic Protection: DNone DImpressed CUrrent System DSacrlflcial Anode System Describ:! System & Equ\ipnent: / 7. Leak Detection, Moni torin<¥, and Interception . a. Tank: DVisual (vaulted tanks only) DGrouoowater Monitoring we11(s) o Vadose Zone Moni toring \\ell( s)' D ~ube Wi thout Liner , . * OU-Tube with Canpatit4e Line~JDirectin¡ Flow to Monitorin:J Well(s) o Vapor D:!tector* 0 Liquid Level Sensor 0 Conductivi t;t Sensor* D Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval & Inspection Fran U-Tube, Moni toriB} Well or Annular Space o Daily Ga~iRJ & Inventory Reconciliation 0 Periodic Tightness TestiDj ßJ'None 0 unknown 0 Other: b. PipiB}: Flow-Restrictirg Leak Detector(s) for Pressurized PipiRj'lll o Moni toring SlInp wi th Raceway '0 Sealed Concrete Raceway o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway BlNone \ o Unknown 0 other \ *Describe Make & Model: \- 8. i~n\~ighin~sBe' \. s 1S a en Tightness Tested? \DYes DNo (¿šJUnknown Date of Last Tightness Test \ Results of Test Test Name . Testing Canpany 9. Tank Repair : \ Tãñk Repaired? ,DYes œ:No OUnknown \ Date(s) of Repalr(s) \ Describe Repairs ,10. Overfill Protection ~ato~. Fills, Controls, & Visually Mo~itors Level DTape Flpat Ga~e DFloat Vent Valves O'Auto Shut- Off Controls BCapacitiance Sensor DSealed Fill Box ONone Dunknown Other;í \. List Make & Medel For Above Devices / 11. Piping / " '. a. UndergrolU1d Pipi~: E]Yes DNa DUnknown \ Material LÝ"C'..¿/ Th~kness (inches) Diameter Manufacturer OPressure OSuction ~ravity' Approxima1te Ler¥3th of Pipe R1.n Û ..ç~t::J"; b. U~ergrolU1d Piping CorrosÍÕn Protection : \ ;OGalvanized DFiberglass-Clad [JImpressed CWrrent []Satrificial Anode DPolyethylene Wrap OElectrical Isolation C]Vinyl Wrap DTar or Asphalt ~nknown o None [JOther (describe):' \ c. Underground Piping, Secondary Containment: \ ODouble-Willl [JSynthetic Liner System DNone I DUnknown Dnther (desr.ribe): ¿¿!tJ-! ( I ; I '1 ..t I . ,,/\.....~,.( . , ~"'.,J .. ,:-: ;;--·C;..T .:.-... Capacity (Gallons) 2 C<!/ r'acility Name (l¡i Y &'#"/<ttf!;('é/e pennit No·1 FOGO dYC TANK !.tt!P·:L" (FILL OUT SI~PARATE FORM FOR EACH ~) " . 'FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES H. 1. Tank is:"-rivaulted ~n-vaulted ODouble-Wall" DSingle-Wall 2. Tank Mater~l øCarbon ~eel 0 Stainless Steel 0 Polyvinyl Clùoride o Fiberglas.s--Reinforced Plastic 0 Concrete 0 Altmim.m o Other (de~Ç" H:>e) " 3. Primary Containment Date Installed ~ickness 1 Inches) Capacity (Ga ons) /'f-?'4 \ t/ß~( " 2 4. Tank Secondary Containment DDouble-Wall 0 thetic Liner DLined Vault OOther (describe): / o Material Th ckness (Inches) 5. Tank Interior L n "9 / ' -rfRubber 0 Alkyd DE xy DPhenolié DGlass 'Delay Dl11lined B)u1known DOther (describe): / 6. Tank Corrosion Protection \ / " -UGalvanized DFibergla~-Clad/ D~lyethylene Wrap DVinyl Wrappirg DTar or Asphalt WUnkno~ 12]None DOther (describe): . Cathodic Protection: ONone\ X]Impressed CUrrent System DSacrificlal Anode System Descrite System & Equipn~'6t: 7. Leak Detection, Monitoring,/an~ Interception ~Tank: OVisual (vaul~ed t~ks only) LJGrouoowater MonitorlJJi Well(s) o Vadose Zone Moni ~bring Well (s) 0 U-Tube Wi thout Liner 0,\ * U-Tube with Canpatible Liner Dlrecti~ Flow to Monitoril'J) Well (s) o Vapor Detecto~:* 0 Liquid Level Sensor 0 Conductivit~ Sensor* . "0 Pressure Sensor in Annular' Space of Double Wall Tank D Liquid Retrieval & Inspection Fran U-Tube, Moni toring Well or Annular Space o Daily GalJ;JiD;} & Inventory Reconciliation DPeriodic Tightness Testi~ fa None 0 unknown 0 Other \ b. Piping: Flow-Restricting Leak Detector(s) for Pressurized PipingW o Moni toring SlIfIp with Race\\aYD Sealed Concrete Raceway o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway la'None DUnknown o other '. *Describe Make & Model: 8. ~nk4ighin~sB s lS a een Tightness Tested? Date of Last Tightness Test Test Name 9. Tank Repair Tãñk Repai red? 0 Yes ~ DUnknown Date(s)i of Repair(s) Describe Repairs "10. Overfill Protection ì ~ator Fills, Controls, & Visually Monitots Level DTape Float GalJ;Je DFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor DSealed FiU Box ONanè Dlh1known Other: \List Make & Model For Above Devices \ \ 11. Piping \' a. Underground Piping: ~Yes DNa Dunknown Material .~;C"e/ , Thickness (inches) tl.tÞk ~ piameter //4-4.', Manufacturer !r'~4Ç; DPressure DSuct on (ElGravity 'Approximate Length of Plpe Rm b. Underground Piping Corrosio~ Protection : \ DGalvanized [JFiberglass-Clad [JDmpressed Current []Sacrificial Anode Dpolyethylene Wrap DElectrical Isolation Dvinyl Wrap OTar or Asphalt p;3unknown o None DOther (describe):' c. Underground Piping, Secondary Containment: DDol1ble-Wall OSynthetic Liner System ONone DUnknown nOther ((1escdbe): ú/¿J- J.. - ,'- ,.- I....... - I .",. ...".;:.~I --., ) -.~-- . erglass-Clad Steel Bronze 0 Unknown Manufacturer u#R. o None JBunknown Manufacturer: Capacity (Gals.) \ DYes oNo ~unknown . Results of Test Testing Canpany , \ \ \ 1: d~l.r.l. LY Nóllle él¡ Y I &//Æe. V/7¡Lf/, .. t'~lIII1L TANK I LL¿-.,-/ (FILL OUT SEPAf{ATE FORM FO,- .::AŒ TANK) ~FÕR EAÒI SECTION, CHECK ALL APPROPRIATE BOXEŠ-- ¡-IV. / rOo 0 ?C L L6- I -- H. 1. Tank is: DVaulted ~Ñon-Vaulted DI:buble-Wall DSingle-Wall 2. Tank Material ~arbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<:lad Steel iberglass-Reinforced Plastic D Concrete D AlLlllim.øn D Bronze Oth1koown Other (describe) 3. Primary Containment rate Installed Thickness (Inches) Capacity (Gallons) Manufacturer If~1 PßØ(, /~¿?OÕ ¿?¿¿/e#. ~~,IY¿{~1 4. Tank Secondary Containment 0- Double-Wall 0 Synthetic Liner 0 Lined Vaul t 0 Nane J2Wnknown [JOther (describe): Manufacturer: OMaterial Thickness (Inches) Capacity (Gals.) _ 5. Tank Interior Lining . -rrRubber 0 Alkyd OEpoxy DPhenolic DGlass DClay OUr1lined ~knO\o!ll1 o other (describe): . 6. Tank Corrosion Protection . --rTGalvanized 6aliberglass-Clad DPolyethylene Wrap DVinyl Wrapping OTar or Aspha1f OUnknown DNone DOther (describe): ' Cathodic Protection: o None OImpressed CUrrent System DSacriflcial Anode System Describe System & Equipment: 1. Leak Detection, Monitoring, and Interception ~Tank: DVisual (vaulted tanks only) DGrouoowater Monitorini Well(s) o Vadose Zone Moni toring \-tell (s) 0 tJ-Tube Wi thout Liner o U-Tube with Canpatible Liner Directi~ Flow to Monitorirg Well(s)· o Vapor IRtector* 0 Liquid Level Sensor [] Condœtivit¥ Sensor· [] Pressure Sensor In Annular Space of Double Wall Tank [] Liquid Retrieval & Inspection Fran U-Tube, Moni toriD:J Well or Annular Space [] Daily GaugiD:J & Inventory Reconciliation [] Periodic Tightness Testing ~ None 0 Unknown 0 Other b. Piping: Flow-Restricting Leak Detector(s) for pressurized Piping- o Mon! tor ing SlItIp wi th Race~y . 0 Sealed Concrete Raceway o Hal f-Cut Canpatible pipe Raceway 0 Synthetic Liner Raceway ¡aNone o Unknown 0 other *Descr ibe Make & Model: - 8. ;~nk~igh~n~sBe s IS a en Tightness Tested? þ:ÞYes DNa OUnknown Date of Last Tightness Test Ilf11 Results of Test Test Name Testi~ Canpany 9. Tank Repair Tãñk RepaIred? DYes DNa Dunknown Date(s) of Repair(s) Describe Repairs 10. OVerfill Protection []Operator Fills, Controls, & Visually Monitors Level DTape Float Gauge DFloat Vent Valves 0 Auto Shut- Off Controls DCapacitance Sensor DSealed Fill Box o None psbJnknown DOther: List Make & Model For Above Devices 11. Piping a. underground piping: ~Yes DNa Dunknown Material ,ç/-ee// Thickness (inches) , Diameter Manufacturer DPressurè DSuction OGravity'Approximate Lerqth of Pipe Ru1 is ..¡:.~~~ b. Underground piping Corrosion Protection : DGalvanized OFiberglass-Clad DImpressed CUrrent DSacrific1al Anode DPolyethylene Wrap DElectrical Isolation []vinyl Wrap []Tar or Asphalt ~UnknownONone o Other (describe):'· c. Underground Piping, Secondary Containment: OOotlble-Wall OSynthetic Liner System ONone .ßJ\Jnknown OOther (describe): , .a l~llllJ.\.. I Lt.· e.' F,'F,L?" _..--- TANK n c'" ~I (FILL OUT SEPARATE FORM FG.. EACH TANK) -FOR EAéH SEcTION, CHECK ALL APPROPRÏÃTE BõXEŠ-- I'v. /f'ooOc?C .....J......,i¡,J...lL1 l4(..Ulil.- (] Y¿'-l - H. Il 1. Tank is: DVaulted ENon-Vaulted DIbuble-Wall DSingle-Wall 2. Tank Material [] Carbon Steel 0 Stainless Steel 0 Polyvinyl Chloride 0 Fiberglass-<lad Steel Œ)JFiberglass-Reinforced Plastic 0 Concrete 0 AlLmim.vn D Bronze DUnkooWl!1 OOther (describe) Primary Containment Date Installed Thickness (Inches) 1r¡~1 v/!/k 4. Tank Secondary Containment o Double-Wall D Synthetic Liner D Lined Vaul t D None IBùnknown DOther (describe): Manufacturer: DM1terial Thickness (Inches) Capacity (Gals.) 5. Tank' Interior Lininq . . -rfRubber D Alkyd DEIx>xy DPhenolic DGlass DClay Dlblined ~knO\fl Dather (describe): 6. Tank Corrosion Protection --rTGalvanized ~Fiberglass-Clad DPolyethylene Wrap []Vinyl Wrapping DTar or Asphalt DUnknown DNone Dather (describe):' . Cathodic Protection: ~one []~pressed CUrrent System rJSacrificial Anode System Describe System & Equipment: . Leak Detection, Monitoring, arid Interception . ~Tank: ovisual (vaulted tanks only) . LrGrouoowater Monitoril'Jj'Wel1(s) o Vadose Zone Moni toring Well (s) 0 U-Jfube Wi thout Liner D U-Tube with Canpatible Liner Directi~ Flow to Monitoril'Jj Woll(s) * o Vapor Detector· 0 Liquid Level Sensor 0 Conductivit;( Sensor* O' Pressure Sensor in Annular Space of Double Wall Tank D Liquid Retrieval & Inspection Fran U-Tube , Monitoring Well or Annular Space D Daily Ga~ißJ & Inventory Reconciliation 0 periodlic Tightness Testing ~ None 0 unknown 0 other . b. Piping: Flow-Restricting Leak Detector(s} for Pressurized PipingW o Moni tor ing Sunp wi th Raceway . 0 Sealed Co.ncrete Racewy o Half-Cut Canpatible Pipe Raceway 0 Synthetic Liner Raceway ,rn.None o Unknown' 0 Other *Descr ibe Make & Model: 8. i:n\~ighin~sBe s IS a en Tightness Tested? Date of Last Tightness Test (rf'? Test Name 9. Tank Repair Tãñk Repaired? DYes JBNo OUnknown· Date (s) of Repair (s) Describe Repairs OVerfill Protection ~ator Fills, Controls, & Visually Monitors Level DTape Float Gau;Je OFloat Vent Valves 0 Auto Shut- Off "Controls OCapacitance Sensor OSealed Fill Box DNone I8Unknown Oather: List Make & Model For Above Devices 3. capa/~~~llOnS} Manufacturer ¿J¿ttp"v &?~..eÝ.~ 7. µ'Yes Ot-b Dunknown Results of Test -~sting Company 10. 11. Piping . a. Uhderground Piping: ~Yes ONo DUnknown Material ~/t::'~/ Thickness (inches) Diameter Manufacturer DPressure DSuction OGravity"Approximate Le~th of Pipe R1n . b. Underground Piping Corrosion Protection : . OGalvanlzed DFiberglass-Clad Drmpressed Q.1rrent D5acrificial Anode Opolyethylene Wrap OElectrical Isolation OVinyl Wrap DTar or Asphalt. SUnknown o None DOther (describe):: c. Underground Piping, Secondary Containment: ODouble-Wall DSynthetic Liner System DNone IXJi)lnknown DOther (describe): . ,.- C{ I)' r L£.~1:.,_//'/Lr.:::1". A ,_ r ~. . TANK !.é'~,,~-I (FIL~ OUT SEPARATE FORM FG_ c:ACH TANK) . . FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES /:f'ooo-crc r'dc111 LY NdJlIl:: 11. Piping a. Underground pipio:J: ~es ONo OUnknown Material 57?e/ Thickness (inches) Diameter Manufacturer DPressure DSuction DGravity' Approximate Le~th of Pipe RLn /s ..¡:;.;~ b. Underground Piping Corrosion Protection : OGalva'nized DFiberglass-Clad DIm pressed Q.Jrrent DSacrificial Anode (J~olyethylene Wrap DElect,rical Isolation OVin, yl Wrap []Tar or As~lt ~Unknown o None DOther (describe):' c. Underground Piping, Secondary Containment: DDouble-Wall DSynthetic Liner System Or-bne ~known Dather (describe): H. 10. k"(;;UIIJ.L. 14,,). 1. Tank is: OVaulted ,IE-PJon-vaulted DDouble-Wall DSingle-Wall 2. Tank Material maroon Steel 0 stainless Steel 0 Polyvinyl Chloride 0 Fibecglass-Clad Steel iberglass-Reinforced Plastic 0 Concrete 0 Alll11im.m 0 Bronze DUnkoown Other (describe) Primary Containment Date Installed Thickness (Inches) /pç"l ///£/;{' 4. Tank Secondary Containment DDouble-Wall r::J Synthetic Liner DOther (describe): DMaterial 5. Tank Interior Lining . WRubber 0 Alkyd DEIX>xy []Phenolic DGlass DClay []Lt11ined ~known DOther (describe): 6. Tank Corrosion Protection --rTGalvanized ~Fibecglass-Clad []Polyethylene Wrap DVinrl Wrapping DTar or Aspha'1t []Unknown DNone OOther (describe):' , Cathodic Protection: ŒJ.hone OImpressed CUrrent System DSacriflcial Anode System Describe System & Equipment: 7. Leak Detection, Monitoring, and Interception . a. Tank: OVisual (vaulted tanks only) DGrouoowater Monitorißj Well(s) o Vadose Zone Moni torio:J Well (s) 0 U-Tube Wi thout Liner DU-Tube with Canpatible Liner Directilj Flow to Monitorlrq hell(s)· o Vapor Detector* 0 Liquid Level Sensor 0 Condœtivit;t Sensor* o Pressure Sensor in Annular Space of Double Wall Tank o Liquid Retrieval & Inspection Fran U-Tube, Mon! torio:J Well or Annular Space o Daily Gal.Xjio:J & Inventory Reconciliation 0 Periodic Tightness TestiB] ßNone 0 Unknown 0 other . b. PÍping:· Flow-Restricting Leak Detector(s) for Pressurized Piping- o Moni tor ing Sunp wi th Race\o.ÆlY . 0 Sealed Concrete Raceway o Hal f-Cut Canpatible pipe Raceway 0 Synthetic Liner Raceway 0 None KJ Unknown 0 Other *óE!scr ihe Make & Model: 8. r~n\~igh~n~sBe s IS a - en Tightness Tested? Date of Last Tightness Test 'f7¿:¡/ Test Name ¿;;'¿/¿';/f/ ea&~~ , Tank Repair Tãñk Repaired? ~es ONo Dunknown Date(s) of Repair(s) JI//f/..:.' /. ~ Describe Repairs £'e/~';;"e.· 1!/#~4: ,# OVerfill Protection' ~ator Fills, Controls, & Visually Monitors Level DTape Float Gal.Xje OFloat Vent Valves 0 Auto Shut- Off Controls BCapacitance Sensor DSealed Fill Box ~ne Dunknown . Other: List Make & Model For Above Devices 3. Capacity (Gallons) If: øa j Manufacturer . _~r- tØ¡;¿~ &h!'AY~1fj o Lined Vaul t D None )atJnknown Manufacturer: Capacity (Gals.) Thickness (Inches) 9. . ~es ONo Ounknown . Results of Test ~~~~~ Testing Canpany ¿9~,&~/ ~¿k"/c.-:~ ~/c::j ,~c/ rRt?e--- 'C.s- T"ß¿ '" 0 - :I '" .., z '" :II ... II n z - 8 0 n e r ~ gr .. ~ ~ . 0 n :II ~ ., ~ !: . .. ~ 0 .. :I"~ ! r r f'I1 Z (;) Z f'I1 f'I1 ! z (;) o - :J 00 >"IJ Cm "11> 0,; ;oJ11 Z;o -(I) >"11 - J11 ï C D f'I1 ~ ;u -t 3': f'I1 Z -t n ., a ~ i ~ a z a 'UNDERGRJUND 5TORA&E TAN K5 o NDRTHH- <t. 'RU' .ïl.J~ À'-l~· +1 -0 If) PI WATER yUL -I .sTORM DRAIN .. s C ORPORA710/V Vu.UUM __5FRAY(;UN STATION ..WA5H Q . AP~N :~:~~!:1tl\t ... 5EWE:R ·Ri-. ·YA,&? D EQUIPMENT f REPAIR BUILDIMG: e tr Ll.J ~ ~ ·e /. . )11:::'50/-011 e·,' .(~ ~ " '--.. .......~ /~ ~/....-- -·0. / / ~---- '.~- --- /. , ~------- .--- ,~' --------- ~. .......-...........~~ .A-",.,:::::..~~ i..¡ . --'- ._-_..~..--- --....~ Ja. -' ." ."- .Þ a/I .\ . or .l?1J¿>r5Â¥"/:I .('/ Permi t t / Booo R C. Facility (!;¡</ , PERMIT CHECKLIST Co~.J. var-e/ , , This checklis~ is provided to ensure that all necessary packet enclosures were received and that the· Permittee has obtained all necessary aquipment to implement the first phase of monitoring requirements. Please complete this form and return to KCHD in the self-addressed envelope provided within 30 days of receipt. Check: Yes No \ A. ~ x ~ ~ ). ¡ JL x x- Ä - G. Signature The packet I received contained: 1) Cover Letter, Permit Checklist, Interim Permit, Phase I Interim Permit Monitoring Requirements, Information Sheet (Agreement Between Owner and Operator), Chapter 15 (KCOC #G-394l), Explanation of Substance Codes, Equipment Lists and Return Envelope. 2) Standard Inventory Control.Monitoring Handbook #UT-lO. with the following forms: a) "Inventory Recording Sheet" b) "Inventory Reconciliation Sheet with summary on reverse" c) "Trend Analysis Worksheet" 3) Modified Inventory Control Monitoring Handbook #UT-l5 with form: "Quarterly Modified Inventory Control Sheet" with "Quarterly Summary on reverse" 4) An Action Chart for each inventory method (to post at facility) B. I have examined the information on my Interim Permit, Phase I Monitoring Requirements, and Information Sheet (Agreement between Owner and Operator), and find owner I s name and address, facility name and address, operator I s name and address. substance codes, and number of· tanks to be accurately listed (if "no" is checked, note appropriate corrections on the back side of this sheet). C. I have the following required equipment (as described in Handbooks under "Before Starting") 1) Acceptable gauging instrument 2) "Striker plate(s)" in tank(s) 3) Water-finding paste D. I have read the information on the enclosed "Information Sheet" pertaining to Agreements between Owner and Operator and hereby state that the owner of this facility is the operator (if "no" is checked, attach a copy of agreement between owner and operator). E. I have enclosed a copy of Calibration Charts for all tanks at this facility (if tanks are identical, one chart will suffice; label chart(s) with corresponding tank numbers listed on permit). ,> F. As required on page 6 of Handbook tUT-10, all meters at this facility have had calibration checks within the last 30 days and were calibrated by a registered device repairman 1f out of tolerance (all meter calibrations must be recorded on "Meter Calibration Check Form" found in the Appendix of Handbook). Standard Inventory Control Monitoring (Handbook tUT-10) and Modified Inventory Control Monitoring (Handbook #UT-15) were started at this facility in accordance· with requirements described on interim permit conditions. Date Started t-l-10 J~7 of Person Campi eting Checklis t: )¡J. "" f)ðu {l ~A.-<L.- Ti tle: ~/ /)~,'I/I S <1.-- ..:z:z::- I Date: S--.rr. ?? 7 ,.j ,..- .',.., \'~Ode; D·3 Tanks -'-,,",- 15,000,'20,000* Ii Calibrations For Level Tanks L ........-..... Tank size, capacity _---,~,·c:,·..,~~·?!·?~\qIEé!!~-. . TanK size, capacity Tank size, capacity .. Dipstick 15,000 20,000 ¡ Dipstick 15,000 20,000 Dipstick 15,000 20,000 Dipstick 15,000 20,000 Ç~l ·_(·~~~·:f· :'-'<~'~ :~~;'~~ ' . " " 1 ~ i8; ":~: ... .. '/2 " ''''6'''"' 10 33" '.3235 4313 SS'h " 8487 11188 93" 16732 :';'<1.:. '.~ ::;~~;:'r_;;: 1 ~·~~1':':}··~1~ 23 33'/2 ' ·..,.3308 .' 4409 66 8570 11296 93'/2 ' 12766.'0' 16819 1'/2 " 40 34' '3381 4505 66'/¿ 8653 11405 94" ·12831' . 'j , 16905 2· 62 34'/2 " ,,3455 4602 6ì" · 8736 _', 11514 94'/2" '1,2895-;;~~ 16990 2'12 " $h~6;; 86 35" ,,'3529" 4699 67'/, " · 88~ -3 ..~., 11622 95" : it2958')í" 17075 3" ~~~~3~1'j"rf,f£~ 113 35'12 " ,,2:3604; .;i; 4797 68" 8902'.wJ 11 730 95 '12 " ;~;;::113021;!.~ 17159 3'/2 " &-0;;;;103: ,":'; 143 36" :3679 4896 68'12" 8985 11839 96" 13084,:; 17242 'h<- 4" .:;,-i1'26. .~':: 176 36'12 " ·~-.:,3754; ::' 4995 69 · 9067.·,:;,¡, 11947 96" ',lB1'4 17324 4'/2 " +:'fi:t5~;¡;~ 210 37" 'ìj~e83Œ~;;: 5094 69 'I, " ;~I 12054 97" i';';{B2 1 7406 5 ~},i7:::tJ:(;t5iH~~(': 247 37'12 " :t¡;.ß906·,;: 5194 70 12162 97'/," "?; 17486 5'12 " 286 38" ;'i'i'3983J.~{~· 5294 70'/, " :®93,\-'3 12269 98" 1 7566 6" .r. 326 38 'I, " .~:¡J059~.11! 5395 71' .:£,,9, 12377 ~8 '12 1 7645 6'12 " O':tt2 369 39" I~= 5496 71';2 " ,'fk-9~ 12484 99" ~f~ ' 1 7723 7" 413 39'/2 " 5598 72" '-.:...·9 12590 99 'I, " (:)¡t>~. 17800 7 '12 " 459 40" 292:::-\i-,.! 5700 72'/, " ::'~;96.40tt~ 12697 100" 558¡ 17877 8" 507 40 'I, " 370~~ 5802 73" ;"þ'j.9724:1~ 12803 100 'Iz" > 6~'" 17952 8'12 " 556 41 " ;. .~ '48-i$f 5905 73'/, " :~~802~ 12909 101' 18026 9 bur 41'12 " ~4521~~, 6008 74' .':~' 9882 (;>.1:£ 13015 101'/, " 18100 9'/, " ,,~.. 659 42" 1.Æ:4606~~ 6111 74'/, " ú,19963'r~! 13120 102" 18172 r. 10" 5 )rm 713 42'12 " C'¡;&,.ª685 6215 75" 10043 13226 102'12 " '~"1 18243 ;~. '.' 10'12 " T~1563;;"i'} 768 43" ."·',¡H64··· 6319 75'12 " 10123 .,' 13330 103" ,1'3 18314 .....,~. 11 " !j,¡'t60Sz1:\i, 824 43'/, " :~4844 6424 76" ·10202" 13435 103'/, " .' t3933;~(,~' 18383 ,I 11'12 " ~64~¡:" 882 44" :';4924 6528 76'/2 " 10282 13539 104" :c1;3984)~ 18451 12" .:"-"~692~-;-~~ , 942 44'/, " .' ~':5004 6633 77" ! 10361"( 13643 104'/2 "' ··t4033;~, 18518 12'12 ., ~37;.~){; 1002 45" .5085 6739 77 '12 " ; -1:.:10440. ' 13747 105" ~.14082. ;$ 18584 13" .. ,;·:-~183'J·,~~~ 1064 45'/2 " 5166 6844. 78" ,~1;0518 1 3850 105'12 " 1'4"30"'& 18649 13'12"' . t£.83Œ"':'"'' 1127 46" 5246 6950 78Y, " .;~ 1 0597 .. 1 3953 106" 14-176:;'- 18713 14" "878' 1191 46 :'2 .. I 5328 7056 79" , - ., 106~5 14056 ',O6',~ "' 14222 18775 , 14 '/2 ~ 927. . 12S6 l~" 5409 7163 79'/2 " 107:52 14158 1(".'r , 14267 18836 . : is'' ·:.97&," .' 1323 4 7 ~..'; .. 5490 7269 80" 10830 14259 107'. ;, 14311 18896 15'12 .. 'è:102T- 1390 ';\(1" , 5572 7376 80'/2" , ",10907 14361 lGS" 14354 18955 16" .::'1'.0'78 ' 1459 48 '/2 " 5654 7483 81" ::'10984 14462 108'/2 14395 " 19012 16'/2 .. .:, ''1'1 31''-0'" 1529 19 5736 7591 81'/2 " ;"11 060 14562 109' 14436":: 19068 17'" 1184 1600 49'/2 ., 5818 7698 82" 11136 14662 109'/2 .. 14476<: 19123 17'12" 1238 1672 50" .' 5901 ' 7806 82'/," 11212 14762 110" 14514-·"<; 191 76 18" 1292 1744 50 '.;' 5983 7914 83" 11287 14861 110'/, " 14551 "" 19227 18'12 .. -4:348· 1818 51 " 6066 8022 83'/2" ... 11 362 14960 111"' 14587 "'9 19277 19"' ·,··';14U4;· .' 1893 511/2 "' .6148 8130 84" 11 436· " 15058 111'/2 " 14622"; 19326 19'/, "' ·;:~1461.ó..: 1969 52"' 6231 8238 84'12 " 11510 15156 112" 14656'¡:¿; 19373 20" "'10.':1519"'" 2045 52 '/2" 6314 8347 85" 11584 15253 112'/, " ; 14688' .\'. 19418 20'/2" .;:~~15n:::;:i: 2123 53" , ·6397 8456 35'12" 11657,.·;;' ; 15350 113" '.1'4:719;.;;;. 19461 21 " ,/,;~t636r,'~,' 2201 53'/2 " 6481 8564 86" 11.730 15446 113'/2 " .t4148;;~ 19503 21'/2 " ,1696..,,; 2281 54" '6564.; 8673 86 LL __ 1180;3 " 1SS4? 11 <1" ...N776lA~ 19543 22" ,,0,:: "r,756:"/,': 2361 54'/2 " ',~.664T;/ 8782 87" l.n87S,:,:... 15637 114'/, " ·:'J¡~80~ 19581 22'/, ., œ"~ 2442 55" · ;;:t6731 /..: 8891 87'/2 . 1"9464; 15732 115" . :¡:~t4828{f;.!J! 19616 ',~\f.....: ' ~ .,.~:.>..:, 23" ;9:~:~t;: 2524 55'12 " · ';:;1:6814:' 9000 138" 12017~\if 1 5826 115'12 " :',f485)1~~ 19650 23'/, " ~:1';'f 2607 56" ; ç:,6898~:-:.- 9110 88'12 " 12088 '.'Ji.' 15919 116" '. 19681 24" h:"r\W~e 2690 56'/2 " · ',,6982 \' 9219 89" .12158:; 16012 116 'I, " ",14891: 19710 24 '/2 ., fi~~i 2774 57" .,7065 ;. . 9328 89'/2 .. 12228'- 16104 117" "1'4909. .~;, 19736 25' 2859 .S7'/2 " 71.49 9438 90" 12297 16196 117'/2 " 14923:.;~ 19759 ~'::', ~",~,:"~, 25'/2 ' . ~t1ri'~1 2945 58" "~(,7233',:,:: , 9547 90'/2 " '12365. 16287 118'/2 " . 14935,~~ï! 1 9779 26" . 3'\,."':¡ 3032 58'/2 " \fQ31r;::':i 9657 91 " 12424' ) 16377 118 '12 " 14944'.)':, 19794 26'/," ;',~232 3119 59" ':'; ;q 400. ."¿ 9766 91 '/,:' 12501..' 16467 119" 14947"\;,!i 19804 27" ~'iì\it2ß9 3207 59'/2 " :);+.;1484 ..:.~,' 9876 92" "12568": 1 6556 119'/2 " _. ~:/'~;0~~~;{~~ 19807 27'12 " ;~\~2463:'.~ß 3296 60" :·'.~7568"~; 9985 92'/2 " '12635' ;. 16644 - ,:~;,~?<./~~.x; 28" ;;:'i;'253¡ ~lj~ 3385 60'/, ,·.:M7.65 L."'ii 10095 28'/," :~12599i',\' 3475 61" '7735. 10204 29" ';"2668'''' 3566 61 'I, " 7819 10314 29'/2" I 3657 62" 7903 10423 30' 3749 62'12 " 7986 10532 30 '/, . . ..7~;;';'$ 3841 63" 8070 10642 31' 3934 63'/2" 8153 10751 31 'I, 4028 64" '.<.8237,;,;:;' 10860 32· 4122 64'/2 " · ')'8320 è",',¡ 10970 32 '12 . , ' ',:þ:'" 4217 65" '1~~8404:i\4i 11079 ",.1:62;f;r,;¡ ·Calibrations for 0-3 tanks are for measurements taken between center of tank and either end ribs .., .' GARY J. WICKS Agency Director (805) 861·3502 STEVE McCALLEY DI,ector RESOURCE 2700 M Street. Suite 300 Baker.lleld. CA 93301 T":,,phone (805) 861-3636 Telecopler (805) 861-3429 AGENCY May 4, 1990 Ralph Huey City of Bakersfield Hazardous Materials Division 2130 "G" Street Bakersfield, CA 93301 SUBJECT: Location Known As Permit * 4101 Truxtun Avenue, Bakersfield, CA City Corporation Yard 180008 Dear Mr. Huey: This letter confirms the completion of site investigation and remedial action at the above site. With the provision that the information provided to this agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at this time. Please be advised that this letter does not relieve you of any liability under the Ca 1 Horn i a Health and Safety Code or Water Code for past, present, or future operations at the site. Nor does it relieve you of the responsibility to clean up existing, additional, or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. Additionally, be advised that changes in t~e present or.proposed use of the site may requ ire further site characteri zat i on and mit i gat i on act i vi ty. It is the property owner's responsibility to notify this agency of any changes in report content, future contamination findings, or site usage. If you have any questions regarding this matter, please contact Dolores Gough at (805) 86 -3636. ris Burger, R.E.H.S. Program Manager Environmental Health Services Department CB:DG:cas cc: Groundwater Resources Inc. Central Vel ley Regional Water Quality Control Board \ 180008. c It ~ .- (. GARY J. WICKS Agency Director (805) 861·3502 STEVE McCALLEY Director DEPART 2700 M Street. Suite 300 Bakersfield. CA 93301 Telephone (805) 861-3636 Telecopler (805) 861·3429 RESOURCE -.E NT AGENCY ~~~~~..J'.Ao:' .." March 5, 1990 Mr. Ralph Huey Hazardous Materials Division City of Bakersfield 2130 11611 Street Bakersfield, CA 93301 ." " .:- SUBJECT: Underground Tank Site Characterization Report, City of Bakersfield Corporation Yard, 4101 Truxtun Avenue, Bakersfield, CA Permit No.: 180008 Dear Mr. Huey: We have reviewed the site characterization report prepared by Groundwater Resources, Inc. (GRI) for the subject site. The report indicated the presence of an oil stained soil (6253 ppm TPH) at 3 feet to 5 feet below grade in boring 8-4 by the east tank site. All other soil samples collected and analyzed had petroleum hydrocarbon concentration levels of less than 50 ppm. Groundwater Resources, Inc. presented the following alternatives to remediate this site: 1. No Action: The site wi 11 be capped wi th concrete or asphalt. Th is alternative was recommended by GRI. 2. Excavation and Bioremediation: The oil stained soil noted in boring B-4 will be excavated and treated on site. 3. Excavation and Disposal: The oil stained soil noted on boring B-4 will be excavated and disposed to a licensed TSD facility. Based on current regulatory requi rements , this Department approves of the "no action" alternative to mitigate the contamination at this site. · - Ralph Huey . March 5, 1990 Page 2 Should the "no action" alternative be chosen, please notify this office when the capping of the site has been completed. If you have any questions regarding this matter, please call me at (805) 861-3636. Sincerely, Vo I bY~ Go I.I--ß h Dolores Gough Hazardous Materials Specialist Hazardous Materials Management Program DG:cd cc: Rex Young, Groundwater Resources, Inc. dolores\huey2.let .-~- .'- DEPART c, 2700 M Street. Suite 300 Bakersfield. CA 93301 Telephone (805) 861-3636 Telecopler (805) 861-3429 GARY J. WICKS Agency Director (805) 861·3502 STEVE McCALLEY Dlrecto, RESOURCE . EN T AGENC'( . .. 4 . 4 ~... ¡~,¡; ¡. ¡. November 17, 1989 Mr. Ralph Huey City of Bakersfield Hazardous Materials Division 2130 "G" Street Bakersfield, CA 93301 Subject: Underground Tank Site Characterization City of Bakersfield Corporation Yard 4101 Truxtun Ave., Bakersfield, CA Permit #: 180008 Dear Mr. Huey: The site characterization workplan prepared by Groundwater Resources Inc. (GRI) for the subject site has been reviewed by this Department. GRI has satisfactorily responded to our questions regarding the soil boring locations and the laboratory that will perform the analysis. Accordingly, approval of the workplan is granted. Should the full extent of contamination not adequately defined by this phase of the investigation, an addendum to this workplan must be submitted to this Department for approval. Please notify this office 48 hours prior to implementation of the workplan. After all samples have been retrieved and analyzed, a report describing the full extent of contamination must be submitted to this office within 30 days. This report must also discuss the remediation alternatives appropriate for this site per Kern County Handbook UT-35 guidelines. If you should have any questions regarding this matter, please call me at (805) 861-3636. Sincerely, 'Do I oY'- Go ~ Dolores Gough Hazardous Materials Specialist Hazardous Materials Management Program DG:cd cc: Rex Young, GRI dolores\huey.let ~ groundwater resources inc. WJì' ,~\.' ,ßú *q. 5400 ALDRIN CT. KERSF/ELD, CALIFORNIA 93313 General Engineering Contractor I lass NHaz License No. 520768 ~; November 7 , 1989 Ms. Amy Green Kern County Environmental Health Department 2700 M Street, Suite 300 Bakersfield, California 93301 Re: Assessment Workplan City of Bakersfield-Corporation Yard 4101 Truxtun Avenue Bakersfield, California Dear Ms. Green, On April 17, 1989, two 500 gallon underground waste oil tanks were removed from the City of Bakersfield-Corporation Yard at 4101 Truxtun Avenue (Plate 1 & 2). The tanks were used exclusively for waste oil storage and were in service since 1975. Soil samples collected at the time of removal were reported as having Oil and Grease concentrations of 2964 ppm and 366 ppm for the East tank at two and six feet below the tank. The West tank was reported as having concentrations of 60 ppm and 86 ppm for Oil and Grease at two and six feet below the tank. Groundwater Resources, Inc. (GRI) has been retained to assess the vertical and horizontal extent of the hydrocarbon plume. The following is a work plan for the site assessment. GRI will investigate the site with borings located so as to determine the maximum vertical and lateral extent of the hydrocarbon plume. A total of six borings will be drilled at the site. A boring will be placed near the center of each former tank location to assess the vertical depth of a hydrocarbon plume. Two additional borings at each tank location will be drilled to assist in defining the horizontal extent of a hydrocarbon plume. Further drilling will be implemented if the limit of the plume(s) cannot be defined by the six borings originally proposed. The two borings at the tank centers will be advanced to 40 feet or 10 feet past the last detected contamination, which ever is greater. The four borings placed to define the horizontal limit of the plume will be advanced to a depth 10 feet past the last detected contamination. No groundwater is anticipated since the most recent Kern Water Agency Report shows first unconfined water to be approximately 125 feet below the surface. The Bakersfield Sheet of the Geologic Map of California, 1965, shows the soil around the Downtown Bakersfield MAILING ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389 LOS ANGELES (213) 724-3 J 47 (805) 835-7700 Ms. Amy Green _. Kern County Environmental Health Department November ·7, 1989 Page Two --=. - area to be derived from recent alluvial fan sediments deposited from the Kern River. Layered beds of mixtures of clay, silt and fine grained sand are anticipated below the surface soil horizon. The hydrocarbon plume is expected to be fairly symmetrical and is anticipated not to spread very much horizontally unless beds of impermeable clay underlie the site. The borings will be made with hollow-stemmed auger equipment and undisturbed samples will be obtained using a California Split-Spoon Sampler. Samples will be taken at five-foot depth intervals, and at significant lithologic changes. An HNu photoionization meter will be used to screen the soil and make field determinations of the levels of hydrocarbon contamination. During the boring operations, a GRI geologist will describe and log the samples and seal them in brass core-sleeves with teflon-lined plastic caps. They will be labeled and chilled immediately and then transported at four degrees Ce 1 s i us under a chain of custody to a state certified laboratory for analysis. All samples will be analyzed using EPA Method 413.2 or 418.1 plus analysis for Lead using EPA Method 7420. All contaminated drill cuttings will be drummed on site until laboratory results are complete. The soil borings will be abandoned following procedures requi red by the Kern County Environmental Health Department. ~/Ji0 While conducting the borings, the personnel on site will be equipped with a Draeger PA-80 Air Pack, Gastech 0-11 Vaportester or equivalent, a photoionization meter, fire extinguishers and any additional equipment required for health and safety considerations. All GRI personnel have received Health and Safety Training per OSHA 29CFR1910.120, including supervisory training. After the borings are completed and samples analyzed, a report will be prepared for your office with all results, logs, laboratory analyses, definition of the contamination and recommendations for remedial action, as required. If you have any questions or require further information, please phone me at the GRI office, (805) 835-7700. Very truly yours, ~~ut~/ State Registered Geologist #720 TCR:tab:039.rep Encl: Location Map Plot Plan cc: Mr. 8a1ph Huey - City of Bakersfield ~~ .- ""C7" r-ií-'~" -- '-'--. . '1"'1"""'- ~J- ' -'J" .~. ,.-..,.!., - -L''I!.:- ',:' 0 ~ L"'" : ..&. ,.:....... s. 0.0.., ..... . c5., ')-&ÿ¡''''! () j /' 7;:~~~)----- N' --..- 'I.. r.iS- .:~:oa,Sump I" '", ' 0'" .. . 0::": ~,riii' .' 1 .J, fi, 1.;:; ..... . . ..., ~ .."" :i:;. fJ ~ ,v. ._~ ~ ~.0"·1 "1" .~ -a-···· -:. "."'/'¡,j 1 ~¡<,J.,\"" ...,..;5 tI'¡¿'A~Qo. 'LobgteU: ,~,. . .5~:: 0 ... ,. '0 " . Q .'. I:) ./. <-<'N·.,....... . ~I I .'" í"lìiâi...... ' ;f,' ,'5j.." 0 I-"';"¡o "sl '.- ..."~' :P'6!A':"Cr . .""Lil .~~. ~.._ \ ~. ._ ,fl"I..' ~ .: !;¡: 0'1' :.s"LO D':-:~J" .. !./.# ~.: ". .,.. '" .' : ~ H~~~O~"""Þ¡~ . 0 ",' .. ~_' 1;. .lr.~-- .:.~.,ø.J.o 0-' '''1.. aT ....0 .' Ie a:t V· .. ~ ¡ ......,,::\ It' ..,. .,' - .~'...!; ( " ... .... _ .dJ 0 ..':}C. ./ .' . .. ~ p.ì"J. , a ./""0.: . 0 .. . /7 ...' ," .~..... I Q :. . 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A .... vol . ~~ :J!Ë~' I.II~ IlIIu .~~~. ~ '~~l'~~ ',~/I ........1 L;::..;r~ ov, '----.. . .. . I . , Se. ..'. · . ~,-- --..:.'~..J .' \:,.'_..\ :.' ;¡''',:A '~. . ~~~\~, 1:'~"~r'.~:3.\I~ ·'r::J:: ! ,~~ -", J~ .... '\~~~ , .,. I\~R" 'I '~":.r \. /ú, , .;;....; =ç,¡ . .,.." r==f r:=J 1 ¡ <\' -~ I /:. . ~L" Lt"k~ . !ó", ~~ .:'~~ .",,1 ¡ ':.\... ..I', ~-n~ -b's T -----:;\ CITY OF BAKERSFIELD CORPORA TION V ARD 4101 TRUXTON AVE PL.1ft groundwater resources, 1nc. WJI' nvlronmentaJ/geotechnlca1 servfces Project Number: 78029 11-7-89 LOCA TION MAP 1 ----- - -~ ~ ..r ..- ..~- Truxtun Avenue , entrance C1ty Corporat1on yard + ~ .:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ....................................................................................................................... .':-:':':':':':':-:':':':-:':':-:-:-:-:':':':':':-:':':':':':':-:.:-:-:.:.:.:.:-:.:.:.:.:.:-:.:.:-:-:-:-:-:.:.:.:-:.:.: ............................. ............................... ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~:::: '.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: :::::::::::::::::::::::::::::::::::::::::: B"U" 'L' D"I'N"G' . . :::::::::::::::::::::::::::::::::::::::::::::::; ::::::::::::::::::::::::::::::::::::::::::..............:::::::::::::::::::::::::::::::::::::::::::::::: ¡~¡~¡~¡~¡~¡¡¡~¡¡¡~¡~¡~¡¡¡¡¡¡¡¡¡¡¡:¡¡¡:¡¡¡¡¡¡¡¡¡¡¡:¡¡¡¡¡:¡¡¡¡¡¡¡¡¡~¡~¡~¡~¡~¡~¡~¡¡¡~¡~¡¡¡~¡¡¡¡¡~¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡¡ . former lœstion·of 500 gat10n wæte 011 tank ................................ , ................................ . ß ::::::::::::::::::::::::::::::: ................ . ..... ................ . ... ................ þ. .. ................ ........ ............... --. " .....'........................ .......~ 1 .................. ) r ................................ . . :~::··::·4 ". . ~.' . former lœst10n of 500 gal10n wæte oil tank J L J2 11 U 1\ D ¡ L L_'. .,, G-~ r---<...t - .¿ ;(. 11J'~ VV'~ t.-~ ç. -~/,- . - Proposed Boring lccat ions , ~ ~ E~j ;¿0CJcI ~~" w~ - J' 6-v Oç6~ ~ groundwater resources~ 1nc. ..,., envfronmentaJ/geotechnfca1 serv1ces Project Number: 18029 I 11-7-89 CITY OF BAKERSFIELD CORPORATION YARD 4101 TRUXTON AYE PLAtz PLOT PLAN 2 /' ~cwA- f Lç'O Tanks· b Date q\:,- \ ~ ~ Date Date / /" / / .-- .- (- \ FILE CONTENTS INVENTORY Facility ~-h..J ~v-~~vð~~ I: Permit to Aban~n ,~-~L1~C\ of Permit to Construct' ~ ~ernd l to Operate , / P'ð òQ,? ~ rPplicntion to Abandon -2 Tank(s) Application to Construct Application to Operate Amenùed Permit Conditions Annual Report Forms Tank Sheets ( A-j-/7-P't Plot Plans Copy of Written Contract Between Owner & Operator Inspection Reports iCorrespondence - Received Correspondence - Mailed Unauthorized Release Reports Abanùonment/Closure Reports Sampling/Lab Reports ~-\ \-4-Q MVF Comp 1 lance Check (New Cons t ruc ti on Check Ii s t) . STD Compliance Check (New Construction Checklist) MVF Plan Check (New Construction) STD Plan Check (New Construction) MVF Plan Check (Existing Facility) STD Plan Check (Existing Facility) "Incomplete Application" Form Permit Application Checklist Permit Instructions Discarded Tightness Test Results Date Date Date Date Date Date Date Date Date Dale .--J- ' Iê V - ç - ..J c9> --- ~ :;;-.c:- ...:ß \ ,. '.' ~\ ~'('A'V ù C\ V'G\,?~ Monitoring Well Construction Data/Permits. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Date Date Date - - - - - - - - Environmental Sensitivity Data: Groundwater Drilling. Boring Logs Location of Water Wells Statement of Underground Conduits Plot Plan Featuring All Environmentally Sensitive Dntb Photos CÑ:ty:.'iI::~ Drawing. LOC. ation: Miscellaneous ~~~ ;~~ .~ ~Q'Q~ ....) / / -C-' COUNTY OF ]Œ~'-/ Environmental Health Services nepartment 2700 "M" Street, Suite 300 Bakersfield, CA 93301 (805) 861-3636 (805) 861-3429 Fax Number Ralph Huey Hazardous Materials Division 2130 "G" Street Bakersfield, California 93301 SUBJECT: Location 4101 Truxtun Avenue. Bakersfield. CA 93301 Known As City Corporation Yard PERMIT # 180008 Dear Mr. Huey: The intent of this letter is to infonn you of the necessary deadlines for work required at the property described above. As a responsible party for a leaking underground storage tank, you have previously received a letter from this Department notifying you of the required work necessary to identify the extent of the contamination. We are now requesting that this work, outlined in UT35, be done in a timely manner. In accordance with California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48, the Kern County Environmental Health Services Department requires a determination of the threat to the environment. Accordingly, you must select an environmental contractor and submit a site characterization workplan proposal to this office within 30 days from the date of this letter. The workplan must be approved by this Department before any work is started. If you should have any questions regarding this matter, please immediately contact me at (805) 861-3636. Sincerely, 1)O/ðY'b Go~ Dolores Gough Hazardous Materials Specialist Hazardous ~aterials Management Program DG:cas \Huey.1et\6-29-21 It (_' UNDERGROUND STORAGE TANK UNAUTHORIZED RElEASE.(LEAK) I CONTAMINATION SITE REPORT EMERGENCY DYES ~ NO HAS STATE OFFICE OF EMERGENCY SERVICES REPORT BEEN FILED? 0 rV"1 YES !OJ NO CASE' ~ a ~ a: o Q. UJ a: o OWNERIOPERATOR LOCAL AGENCY 0 OTHER ADDRESS :2.1 (j1) o REPRESENTING M ST. I sŒ ?,()1) STREET ~ g ~ Za: 2< II)Q. UJ a: NAME c,lT'I () ¡;. ~AK.Ð<$P I e:LD ADDRESS 2/ '3C I G II sr I STREET FACiliTY NAME (IF APPliCABLE) e,ITY CORP. ¥A-RD n 4-1 () I Tl?U 'K'TUN D UNKNOWN Z Q B ~ ¡¡¡ f9RLOC~LAGENC'fUSEONL.Y.... li'lERE8VCEflTllJrHAT.I~ADeSIGNATEOC30Ve¡¡NMENfEMptQYEEANötH¡\tIKÄVë' a¡!iii~~;gæJrm~~~r~~~~æ~t~~g~~1~~~~ ..·.oo~ÊD....i..·...·.....·.·.·.· ........ ..... .>::.·...........H:::::::¡:¡.!ç~.··.· PHONE (&br) 9&1-~:; COMPANY OR AGENCY NAME KeeN V. f/6lI L;n-l BAI<Ð<.>FI €LD q-331J / <* CITY CONTACT PERSON RALPH Hv I3Ý BÆK ë:£5P¡ Ð-D STATE PHONE ZIP ( -04 ) tf3JiJ I CITY ZIP OPERATOR PHONE ADDRESS ~e, BAKÐ29FI€W (;) ):»¡J, CROSS STREET STREET CITY COMMERCIAL 0 INDUSTRIAL D RURAL o RESIDENTIAL D OTHER AGENCY NAME CONTACT PERSON . COUNTY TYPE OF BUSINESS D RETAILFUELSTATlON o FARM ~ OTHER PHONE OAK. ~II) I-UJ Z- UJ!! ::EUJ ~Si ;;¡¡ LOCAL AGENCY I- DATE DISCOVERED Z UJ ~ 0 01 i DATE DISCHARGE BEGAN ): ffi M MOO § HAS DISCHARGE BEEN STOPPED? õ DYES æ NO IFYES,DATE UJ . SOURCE OF DISCHARGE II) ð 0 TANK LEAK ~ UNKNOWN ~ D PIPING LEAK :J g D OTHER UJ UJ I CHECK ONE ONLY 3 ~ UNDETERMINED 0 SOIL ONLY ECK ONF ONLY JlÇ¡ SITE INVESTIGATION IN PROGRESS (DEFINING EXTENT OF PROBLEM) 0 CLEANUP IN PROGRESS D SIGNED OFF (CLEANUP COMPLETED OR UNNECESSARY) b NO ACTION TAKEN 0 POST CLEANUP MONITORING IN PROGRESS 0 NO FUNDS AVAILABLE TO PROCEED 0 EVALUATING CLEANUP ALTERNATIVES CHECK APPROPRIATE ACTION(S) (SEE BACK FOR DETAILS) D CAP SITE (CD) 0 EXCAVATE & DISPOSE (ED) o CONTAINMENTBARRIER(CB) D EXCAVATE&TREAT(ET) D TREATMENT AT HOOKUP (HU) 0 NOACTIONREOUIRED(NA) ¡(ERN co u ¡J 7Y f3V v. Hell L T1-J REGIONAL BOARD (1) NAME II) ~fiJ ~~ I- 0 (2) g¡~ :J- II) I o TANK TEST HOW DISCOVERED o tXJ UNKNOWN o ~ 0 3 g q MI Mt 01 o! vi y TANKS ONlYiCAPACITY 5VO AGE o UNKNOWN D GROUNDWATER 1-", m~ a:< a: I- all) <lz õO ~¡::: ~~ II) I- ·Z UJ ::E :::!i 8 TXJLO¡ees Go"Gf/ (&Jl8-;/- PHONE Jv ( QUANTITY LOST (GALLONS) o UNKNOWN o UNKNOWN INVENTORY CONTROL 0 SUBS~RFACE MONITORING 0 NUISANCE CONDITIONS TANK REMOVAL 0 OTHER METHOD USED TO STOP DISCHARGE (CHECK ALL THAT APPLY) ~ REMOVE CONTENTS 0 REPLACE TANK D CLOSE TANK o REPAIR TANK D REPAIR PIPIN~ D CHANGE PROCEDURE fj(J OTHER 'Rf}J{)ue- 71tN ¡:.. MATERIAL CAUSE(S) o FIBERGLASS 0 OVERFilL ~ STEEL 0 CORROSION o OTHER 0 SPIll. 0 OTHER GAL o RUPTUREiFAILURE ~ UNKNOWN YRS o DRINKING WATER - (CHECK ONLY IF WATER WELLS HAVE ACTUALLY BEEN AFFECTED) o ~ REMOVE FREE PRODUCT (FP) 0 ENHANCED BIO DEGRADATION (IT) PUMP & TREAT GROUNDWATER (GT) 0 REPLACE SUPPLY (RS) OTHER(OT) SDUR(;€.. !Z{Ç;'M{JIJeþ HSC OS(4Al71 2700 "M" Sired, Suite 300 Bakusfleld, CA 93301 . (105) ~1-3636 . (105) ~1-3429 Fa Number " COUNTY OF KERN r P 131 452 097 ~ - ..... . ironmental Health Services De~~,._, RECE¡PT FOR éER~~~Dc MAIL '.0 I',SURANŒ CO~E¡:P.Gc ~'P,OVIO"D . ~~OT ::[jQ 'HE¡:;>NAP '~AL "tAil , :::.: .-",\ - - - -- -~ I ~S:)ecal Oeltve!'"y Fee ;.\ SUBJECT: Location: 4101 T~uxtun Ave. Bakersfield. CA 93301 o g C') E o u. en Cl. , ~.t'5¡í-t:~eQ ....:¿,I'.~. . \ Return ?eeelOt snowing d '" \~ wnom ana Date Dellvere Return ReceIpt showing to wnom. Date. and Aadress 01 Delivery TOT AL postage ano Fees S postmark or Dale t-!J-?Cf -f\l ;::ëe June 13. 1989 \I> co '" - M~. Ralph Huey City of Bakersfield Hazardous Materials Division 2130 "G" St~eet Bakersfield, CA 93301 o :: ;: ~ Known As: City Corpo~ation Ya~d PERMIT #: 180008 Dea~ M~, Ralph Huey: This letter is an official notice to info~m you that the property described above has been determined by Kern County Environmental Health to be the site of an unauthorized release of hazardous materials from an underground storage tank. This notice is sent to you because our records indicate that you are a responsible party for this property. As a responsible party. you must provide for all studies and work relating to the above described property and the cost for oversight of these activities. California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48 require a determination of the threat to the environment as a result of this release, THE RESPONSIBLE PARTY SHALL. ON A TIMELY BASIS. DEVELOP A SITE CHARACTERIZATION. FEASIBILITY STUDY AND REMEDIAL ACTION PLAN FOR KERN COUNTY ENVIRONMENTAL HEALTH'S REVIEW AND APPROVAL BEFORE THE WORK IS INITIATED. Enclosed you will find attachment "A", Handbook UT-35. which states the minimum required site workplan activities. the necessary requirements for selecting environmental contractors qualified to perform this work. a glossary of terms. example illustrations, and a section discussing the answers to commonly asked questions. According to the criteria listed below and in Attachment ItCH, your site has been designated as environmentally sensitive. All environmentally sensitive sites are automatically enrolled into a State contract program for recovery of oversight costs. The environmental sensitivity criteria for sites are as follows: 1. Highest historic ground water is wi thin 100 feet of ground surface. or e' e/~ 2. Nearest surface water in unlined conveyance is within 75 feet of tank(s), or 3. Nearest agricultural or domestic water well is within 75 feet of tanks(s), or 4. Facility is located in a designated aquifer recharge area, or 5. Permitting Authority determines possible adverse environmental impact due to facility proximity to unique wildlife habitat areas. . The cost incurred by Kern County Environmental Health for the oversight of the work for the site characterization. feasibility study. remediation action plan, site remediation, and ongoing monitoring is not covered by any fees or permi ts. These costs will be recovered by Kern County Environmental Health under the terms of .the State contract described below. This contract ONLY pertains to costs associated with oversight. ,. '0 STATE CONTRACT The State Leaking Underground Storage Tank Pilot Program provides a mechanism for the State to reimburse the County for County oversight. The County will conduct the necessary oversight and bill the State Water Resources Control Board under this State contract. The State will then charge you, a responsible party for both the costs incurred by the County and the State pertaining to your site. Accordingly, Attachment "D", the will serve as the official notification of enrollment into the State Contract. If you should have any questions regarding this matter, please contact John Nilon, contract manager, at (805) 861-3636. Sincerely, Gary Wicks Director, Resource Management Agency attachments _~ . COUNTY OF ~~., . ~Vlronmental Health Semces De~. ,:ment 2700 "M" Sine&. Suite 300 BaJœI'S1leld, CA 93301 (805) 861·3636 . (805) 861·3419 Fa: Number ATTACHMENT "n" June 13. 1989 Mr. Ralph Huey City of Bakersfield Hazardous Materials Division 2130 "a" Street Bakersfield. CA 93301 .' SUBJECT: Location: 4101 Truxtun Ave. Bakersfield. CA 93301 Known As: City Corporation Yard PERMIT #: 180008 Dear Mr. Ralph Huey: This letter will serve as the official notification concerning reimbursement requirements for a responsible party enrolled in the State Leaking Underground Storage Tank Pilot Program. As mentioned in the introductory letter. by either not responding to this package within ten (10) calendar days or through your own selection of the State Contract option. your site will be placed under the terms explained below: Whereas the. Legislature has appropriated funds from the California Hazardous Substance Clean-up Fund to pay the local and state agency administrative and oversight costs associated with the cleanup of releases from underground storage tanks; and Whereas the direct and indirect costs of overseeing removal or remedial action at the above site are funded. in whole or in part. from the Hazardous Substance Cleanup Fund: and Whereas the above individual(s) or entity(ies) have been identified as the party or parties responsible for investigation and cleanup of the above site; YOU ARE HEREBY NOTIFIED that pursuant to Section 25360 of the Health and Safety code. the Above Responsible Party or Parties shall reimburse the State Water Resources Control Board for all direct and indirect costs incurred by any and all state and local agencies while overseeing the cleanup of the above underground storage tank site. and the above Responsible Party or Parties shall make full payment of such costs within 30 days of receipt of a detailed invoice from the State Water Resources Control Board. If you should have any questions regarding this matter. please contact John Nilan. contract manager. at (805) 861-3636. Sincerely, Gary Wicks Director. Resource Management Agency attachments .. ce--. COUNTY OF JillR(.· " ~ Environmental Health Services Department 2700 "M" Street; Suite 300 Bakersfield, CA 93301 ' (805) 861-3636 (805) 861-3429 Fax Number ::.: ., PERMIT FOR PERMANENT CLOSURE PERMIT NUMBER A913-1S' SUBSTANCES STORAGE FACILITY '.""':.,.:;1" , A,\ . .rr'J·) .. ~ .... '.j: ,J. OF UNDERGROUND HAZARDOUS " .r; . ,'-.. FACILITY NAME/ADDRESS: . OWNER ( S) ,NAME/ADDRESS: City Corporation Yard 4101 Truxtun Avenue Bakersfield, CA .' City of Bakersfield 1501 Truxtun Avenue, 'Bakersfield, CA ~93301 R.L.W.Equlpment Co. , ,>2080 So. -:,UnionAvenue '::"::Bakersfield;~7tCA ·5/~·93307 . . .'>~ ,<~\~~.~\:,~:'~, :a)::' . .- License #294074 ". '. Phone: (805)326-3724 Phone: (805) 834-1100 "~~~ f·? .::~, . PERMIT FOR CLOSURE OF PERMIT EXPIRES July 24, 1989 ~ TANK ( S) AT ABOVE LOCATION APPROVAL DATE APPROVED BY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POST ON PREMISES. . . . . . . . . . . . . . . . . . . . . . . . G . . CONDITIONS AS FOLLOWS: 1. A copy of this permi t has been provided to the Kern County Fire Department. Permittee must notilY the Kern County Environmental Health Department at (805) 861-3636 two working days prig~ to tank (removal) or inerting and filling) to arrange for required inspections(s). 2. Permittee must obtain a City Fire Department permit ~rior to initiating closure action. 3. Tank closure activi ties must be per Kern County Environmental Heal tlr Department and Fire Department approved methods as described in Handbook #UT-30. ,., (e-' , ' ~. ~~ . , . -.' PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY PERMIT NUMBER A913-18 ADDENDUM 4. 5. 6. 7. 8. 9. .':"., " . ~ ., -, )'. Soil Sampling,., Any deviation from sample locations and numbers or constituents to be sampled for which are described below and in Handbook #UT-30 must receive prior' approval by the Environmental Heal th Department. " , a. ,,;~ (Tank size 1,000 gallons or less) - a minimum of two samples must be ,7>'" retrieved beneath the center of thé tank at depths of approximately two feet and six feet ..," If any contractors or disposal facilities other than those listed on permi t and permi t application are to be utilized, prior, appr.oval must;:þe granted ,by the specialist listed on the permi t .~,,: '~?': .-,,: ':··."~,,:·::)\\k·'" <'::",. Soil Sampling (piping area) a minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and also near the dispenser area(s). ' Sample analysis a. All waste oil samples must be analyzed for total organic halides, oil and grease, and lead. Copies of transportation manifests must be submitted to the Kern County Environmental Health Department within five days of waste disposal. All applicable state or treatment must be Department must be contaminated soil. laws for hazardous waste disposal, transportation, adhered to. The Kern County Environmental Health notified before moving and/or disposing of any 10. Permittee is responsible for making sure that "tank disposition tracking record II issued with this permit 1s properly filled out and returned within 14 days of tank removal. 11. Advise this office of the time and date of the proposed samp~ing with 24 hours advance notice. 12. Results must be submitted to this office within three days of analysis. completion. DATE ~ ACCEPTED BY: DS:cas \A913-18 4-21-04 J ,. (e' COUNTY OF IŒm- .,; Environmental Health Services Department 2700 ''M" Streea; Suite 300 Bakersfield, CA 93301 (805) 861.3636 (805) 861 ·3429 Fax Number ,.' PERMIT FOR PERMANENT CLOSURE PERMIT NUMBER A913-18 OF UNDERGROUND HAZARDOUS -. ;l. '". > - ~ , . -'.; SUBSTANCES STORAGE FACILITY """. .,..)1' .~,.~~:. I('/\~ -" . FACILITY NAME/ADDRESS: OWNER(S) NAME/ADDRESS: .,. . City Corporation Yard 4101 Truxtun Avenue Bakersfield, CA City of Bakersfie¡d 1501 Truxtun Avenue ,., Bakersfield, CA ,93301 R.L.W.Equipment Co. ~;.·2080 So. ..UnionAvenue' . .;:···Bakersf ield~~CA':'¡;'ë+'93307 ",,;:: .. ,'.; .;. :~~::"f~i'~:':'\ ,; ,:; .'; ". . ..,' License #294074 Phone: (805)326-3724 Phone: (805) 834-1100 PERMIT FOR CLOSURE OF PERMIT EXPIRES July 24, 1989 ~ TANK(S) AT ABOVE LOCATION APPROVAL DATE APPROVED BY . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . POST ON PREMISES........................... CONDITIONS AS FOLLOWS: 1. A copy of this permi t has been provided to the Kern County Fire Department. Permittee must notify the Kern County Environmental Health Department at (805) 861-3636· two working daysQ!'Jor to tank (removal) or inerting and filling) to arrange for required inspections(s). 2. Permittee must obtain a City Fire Department permit ~ior ~o initiating closure action. 3. Tank closure activities must be per Kern County Environmental Heal tl1 Department and Fire Department approved methods as described in Handbook #UT-30. J ,,. (~ .- ",I "..' PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY ... . .-, <. PERMIT NUMBER A913-18 ADDENDUM 4. Soil Sampling Any deviation from sample locations and numbers or constituents to be sampled for which are described below and in Handbook #UT-30 must receive prior approval by the Environmental Heal th Department:. .~. '.\:.-J::......,..~:¡..,. " a. ? (Tank size 1,000 gallons or less) - a minimum of two samples ,must be ~~ retrieved beneath the center of t~e tank at depths pfapproximately two feet and six feet. ' ":':'<>'<:'~"~\:~;',Š~~;;~~~,> ::- ~'. .^' ~., 5. If any contractors or disposal facilities other than those listed on permi t and permit application are to be utilized, prior approval must be granted by the specialist listed on the permit. ", :' ,:....,:.'::y':~0,::?~;t?yf~/i1\·~./- ' 6. Soil Sampling (piping area) a minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and also near the dispenser area(s). .' 7. Sample analysis a. All waste oil samples must be analyzed for total organic halides, oil and grease, and lead. 8. Copies of transportation manifests must be submitted to the Kern County Environmental Health Department within five days of waste disposal. 9. All applicable state or treatment must be Department must be contaminated soil. laws for hazardous waste disposal, transportation, adhered to. The Kern County Environmental Health notified before moving and/or disposing of any 10. Permittee is responsible for making sure that "tank disposition tracking record" issued with this permit is properly filled out and returned within 14 days of tank removal. 11. Advise this office of the time and date of the proposed sampling with 24 hours advance notice. 12. Results must be submitted to this office within three days of analysis f completion. ç , ACCEPTED BY, ~ DS:cas \A913-18 4-21-04 {~ DATE e( COUNTY OF KE# ( .' Environmental Health Services Department 2700 "M" Streel, Suite 300 Bakersfield, CA 93301 (805) 861-3636 (805) 861-3429 Fax Number PERMIT HUMBER A913-18 PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY FACILITY NAME/ADDRESS: OWNER ( S) NAME/ ADDRESS: CONTRACTOR: City Corporation Yard 4101 Truxtun Avenue Bakersfield, CA City of Bakersfield 1501 Truxtun Avenue Bakersfield, CA 93301 R.L.W. Equipment Co. 2080 So. Union Avenue Bakersfield, CA 93307 License #294074 Phone: (805)326-3724 Phone: (805) 834-1100 PERMIT FOR CLOSURE OF PERMIT EXPIRES July 24, 1989 ~ TANK(S) AT ABOVE APPROVAL DATE LOCATION APPROVED BY . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . POST ON PREMISES. . . . . . . . . . . . . . . . . . . . . . . . . . . CONDITIONS AS FOLLOWS: 1. A copy of this permit has been provided to the Kern County Fire Department. Permittee must notify the Kern County Environmental Health Department at (805) 861-3636 two working days prior to tank (removal) or inerting anè filling) to arrange for required inspections(s). 2. Permittee must obtain a City Fire Department permit prior to initiating closure action. 3. Tank closure activities must be per Kern County Environmental Heal tl: . Department and Fire Department approved methods as described in Handbook #UT-30. ¡e ce PERMIT FOR PERMANENT CLOSURE OF UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY PERMIT NUMBER A913-18 ADDENDUM 4. Soil Sampling Any deviation .from sample locations and numbers or constituents to be sampled for which are described below and in Handbook #UT-30 must receive prior approval by the Environmental Health Department. a. ~ (Tank size 1,000 gallons or less) - a minimum of two samples must be retrieved beneath the center of the tank at depths of approximately two feet and six feet. 5. If any contractors or disposal facilities other than those listed on permi t and permit application are to be utilized, prior approval must be granted by the specialist listed on the permit. 6. Soil Sampling (p.iping area) a minimum of two samples must be retrieved at depths of approximately two feet and six feet for every 15 linear feet of pipe run and also near the dispenser area(s). 7. Sample analysis a. All waste oil samples must be analyzed for total organic halides, oil and grease, and lead. 8. Copies of transportation manifests must be submitted to the .Kern County Environmental Health Department within five days of waste disposal. 9. All applicable state or treatment must be Department must be contaminated soil. laws for hazardous waste disposal, transportation, adhered to. The Kern County Environmental Health notified before moving and/or disposing of any 10. Permittee is responsible for making sure that "tank disposition tracking record II issued with this permit is properly filled out and returned within 14 days of tank removal. 11. Advise this office of the time and date of the proposed sampling with 24 hours advance notice. 12. Results must be submitted to this office within three days of analysis completion. ACCEPTED BY: DATE DS:cas \A9~3-1B 4-21-04 KERN COUNTY HEALTH DEPARJMENT DIVISION OP. ENVIRONMENTAL HEALTH 1700 FLOWER STREET. BAKERSFIELD. CA 93305 /. ( . ( /9' 1805) 881-3838 LENGTH OP PIPING TO ABANDON ai APPLXCATXON POR PERMXT POR PERMANENT CLOSURE/ABANDONMENT OF UNDERGROUND STORAGE PACXLXTY THIS APPLICATION IS FOR (PILL OUT Q!! APPLICATIOII PER FACILITY) (RURAL LOCATIOIIS ONLY) .ë PHOIII (W5'>8~ ""!l6lJ 1IIIt§ ti: ~¡ !ã~ oz u_ - INSURER PHONE (~~'1«/t; t( PHOP¡¡ < ) - - 'i3fs1 PHONE ' <'êiJÇ>3,.,1-t/t¡ I( CHEMICAL COMPOSITIDH OP MATERIALS STORED ~l' ~ i: ~ ~~ &l1li ~o ='" uz - ~~ - ~Œ CHEMICAL {t~ .(NON-COMM! CIAL NAM!) W ;re . ~~Ùì R!f TOßif ¡ç-r:; TO TO TO CHEMICAL PREVIOUSLY STORED ~ "oD\.0E- . z ...¡S <... UI~ ~IIII UlO -'" QZ - TITLE DATE </f-l( 81 ù ...¡ <z "'0 z_ "'... ~~ oce ceo -'" ~~ '" ci ..; . SIGNATURE (Pora 'HMMP-140) PROVIDE .DRAWING OF p£~CAt~-i' OF FACILITY USING g:--' .:E"- I( BELeW. - --- . ALL OF THE FOUDWING INFORMATION MUST BE INCLUDED IN ORDER FOR APPLICATION TO BE i :,' -- PRCCESS: .' -2L- TANK(S) , ~IPING & DISPENSER(S), INCLUDING LENGTHS AND DIMENSIONS .. "I PROPOSED SAMPLING I.œATIONS DESIGNATED BY THIS .SYMBOL "®" ¡- NEAREST STREET OR INTERSECTION ~ ANY WATER WELlS OR SURFACE WATERS WITHIN 100' RADIUS. O~FACILITY . NORTH ARRCW , , ' .. -,p' ~_.._. . lru£il~ kö. ¡". -..--- -~ - : ~ ~ ..\ . __ n_~ _ __ . . ..~ , ~-. . " ~...-- ..... ----. ..._,-. ._~ -. _. - "', .- ......_,- '0/' ,-. . -., ~ " ~ . - .., '-. ~(, .. .._._....--...-._~....-, .... - . . ",-.- ...... ~,- ¡J ?:ifY( · ~ ~ . J ~...11 . ~E: Á.... Ct'Jt1') C'\--. Æ~l2. b~ 1MI-· ~~ dl-Sèù C~ ()..:~ O;G l7&JKS -~..........,~- ~-. - .--.-- .1.... ..:, . '.. - ..,.~'... ,. \ \ : L:". ~. , . ',:.. ~. (': : ".1';', , ' ðÞ~E. ~ ::9- L. J--t: \ ~/ML i--~_ , -' er- .(- ..¡ AGR/CUi TURE LABORATORIES. Inc. J, J. EGLIN; REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-491] CHEMICAL ANAL YSIS PETROLEUM MCNABB CONSTRUCTION co 7808 OLCO'IT AVE BAKERSFIELD, CA 93308 Attn.: . BRIAN MCNABB 872-4197 Date Reported: 05/11/89 Date Received: 05/04/89 Laboratory No.: 3364-3 Page 1 Sample Description: CITY OF BAKERSFIELD:. CORP. YARD..IRUXTUN EXT. WEST WASTEOIL @ 2 I , 5-4-89 SAMPLED BY: DAVID RITTENHOUSE ~AC¡I~-/B TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Lead Method Sample Results P.Q.L. Units Method Ref. 6.58 ../ 2.5 ng/kg 6010 1 G/ 20. ng/kg 9020 1 60.0 /' 20. ng/kg 413.1 2 _ Consti tuents -TOX Oil &: Grease (See Last Page for Comments, Definitions, Regulatory Criteria, and References) Constituents Regulatory Criteria STLC, mg/L 'ITLC, mg/kq Lead 5.0 1000. Comment: All constituents reported above are in ng/kg (unless otherwise stated) on an as received (wet) sample basis. Resul ts reported represent totals (TI'LC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration Tl'LC = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2~~!fethDðs for "",Chemical Analysis of Water and Wastes", EPA-600, l4-79-{)20. BY ¢:.:;,l: ~ 9C.¿~r./ (.( 'er' ( . AGRICUl TURE LABORATORIES. Inc. J. J. EGLIN. REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CAUFORNIA 93308 PHONE 327-4911 CHEMICAL ANAL YSIS PETROLEUM MCNABB CONSTRUCTION CO 7808 OLCOTl' AVE BAKERSFIELD, CA 93308 Attn.: BRIAN MCNABB 872-4197 Date Reported: . 05/11/89 Date Received: 05/04/89 Laboratory No.: 3364-4 Page 1 Sample Description: CITY OF BAKERSFIELD: CORP._YARD TRUXRUNuEX'l'. WEST WASTEOIL @ 6', 5-4-89 SAMPLED BY: DAVID RITTENHOUSE TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Lead Method Sample Results P.Q.L... Units Method Ref. None Detected 2.5 Dg/kg 6010 1 ~ :tected-=:> 20. Dg/kg 9020 1 .0/ 20. Dg/kg 413.1 2 . Consti tuents TOX Oil &: Grease (See Last Page for Comments, Definitions, Regulatory Criteria, and References) Constituents Reaulatory Criteria STLC, mq/L TTLC, mg/kg Lead 5.0 1000. All constituents reported above are in mg/kg (unless otherwise stated) on an as received (wet) sample basis. Resul ts reported represent totals (TI'LC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = Practieal Quantitation Limit (refers to the least amount of analyte detectable based on. sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample COITDJ1ent : STLC = Soluble Threshold Limit Concentration TI'LC = Total Threshold Limi t Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY /f- 9ti~ "T t::'........ 1 .;........ ",,'; I - I I· I I I I I r I I ! (.( (e(~ ASRICUL TURf LABORATORIES. Inc. J. J. EGLIN; REG. tHEM. ENGR. 4100 PIERCE RD., BAKERSfiELD, CALIfORNIA 93308 PHONE 327-4911 CHEMICAL ANAL YSIS PETROLEUM M:NABB CONSTRUCTION co 7B08 OLCO'IT AVE BAIŒRSFIELD, CA 9330B Attn.: BRIAN MCNABB 872-4197 Date Reported: 05/11/B9 Date Received: 05/04/89 Laboratory No.: 3364-5 Page 1 Sample Description: CITY OF BAKERSFIELD:. .cORP ...,YARI). TRUXTUN. EXT. EAST WASTEOIL @ 2 r , 5-4-89 SAMPLED BY: DAVID RITl'ENHOUSE . TOTAL CONTAMINANTS (Title 22, Article II, california Administrative Code) Constituents Method Sample Results P.Q.L. Units Method Ref. 12.5 ./ 2.5 mg/kg 6010 1 ~~tec;';J 20. mg/kg 9020 1 2694. 20. mg/kg 413.1 2 Lead TOX Oil & Grease (See Last Page for Comments, Definitions, Regulatory Criteria, and References) Constituents Regulatory Criteria STLC, mg/L TI'LC, mqfkq Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) on an as received (wet). .sample. basis_ Results reported represent totals (TI'LC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = Practical Quantitation.- Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.). I. S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TI'LC = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (21:T ~.J-.. ical Analysis of Water and Wastes", EPA-600, 14-79-020. BY -. - £"'01,.;[,.' / <" }-'V ; -¡:;Or<' i~ ø( .cr AGR/CUL TURE LABORATORIES. Inc. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 CHEMICAl ANAL rSls PETROlEUM ~- CONSTRUCTION _ co . 7BOB OLCOTT AVE BAKERSFIELD, CA 9330B Attn.: BRIAN ~ _ 872-4197. Date Reported ~ 05/11/89 Date Received: 05/04/89 Laboratory No.: 3364-6 Page 1 Sample Description: CITY OF BAKERSFIELD: CORP. YARD TRUXTUN EXT. EAST WASTEOIL @ 6 r , 5/4/89 SAMPLED BY: DAVID RITTENHOUSE TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Constituents Method Sample Results P.Q.L. Units Method Ref. 13.9 2.5 mg/kg 6010 1 ~~ 20. mg;kg 9020 1 20. mg/kg 413.1 2 Lead TOX Oil ót Grease (See Last Page for Comments, Definitions, Regulatory Criteria, and References) Constituents Regulatory Criteria STLC, mq/L 'ITLC, mq/kçr Lead .. 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) 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 Quanti tat ion Limit (refers to the least amount of analyte detectable based on sample size used. and analytical technique employed.. = None Detected (Constituent; if present, would be less than the method P.Q.L.) . = Insufficient Sample N.D. .I.S. STLC TI'LC = Soluble Threshold Limit Concentration = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) ¡:r f~ ~cal Analysis of Water and Wastes". EPA-600. 14-79-020. BY -. - ,c-ý(,w-W J. J. Ealin~ ¡e¡-- .(- v u__. .___"__ . Date Rec'd: '5' /d BC CHAIN OF CUSTODY Client: Sampler: Sample Type: W"~abb (OV\5-1: \)~'Jld \). R\1\~Y\~Ol1.Ç~ Name: Name: \1\ t\ 1\ ~ \' 'r '" J Water Other: Address: Address:! V V C l'<. "-V\ Soil ~ (specify) Attn:t~~Y"\ ~q..)tb~ \l;~\\t':~tÜJ.\^) (,~_ WS,30'b ~~dge== Lab # Description: (í.-N 'cr~ ß~KeY!£\"'ºlJ Other Test5 ~~I..~-I 1\ C;-r} ~ ~- 2\ <?~O\~he -:1 1\ 5t"~,\\ <sf. (,1 G~>ó\ì\i\e J -.3 (oyp. \Iß~ ~Mo,", ~'1-1'_ \}V~ 'c-JI\~Q~\ l' K\f\~\ ~'n.\oX O~E, I -1..1 \\ I \\ \\ \1 W'Q)T \.1W4\)~\ b ( ( ( ( ( / -< \\ \\ II \\ E.~~ \J ~5r~C" \ L \ ~ ì \ \ I -fa \\ \\ \\ \\ t.vt5-t\.J"jtol\ b ) ) ) ) -1 SA-~ ~ K. st ~~5t""1\ G"'SO\\V\~ -X- \\ \\ \\ \\ 'W~e;¡ ~' G~Sò\ì"1e. t -'i \\ \111\\ E-R;¡--t-I (J~.5.0\t'V\ß -/0 \1 \\ II \\ t..ct~ 6' b'\5.ô\'h; NO. L- 25 44 , Analysis Requested: ..;J mmmmmm~t:ct:crrf ~ ~ ~ ~ ~ ~ g ~ ~ ~' ::g::g::g::g~~ ~~O\ NI.o.>N........V. ::g::¡:¡~ :"':"'i-.JtT1i-.JÕõ ........õõ ÕõÕõÕõOÕõN COO OOOt:cN;:::! =>__00 ~N""'~A"'" (ngo o 0 Q Q 0 O' 00 t:c - ~ q !Xv I>(v D<v tx-' rx" D(" I I Relinquished By: Date: Time: Received By: Date: Time: Comments: ~AJ!A¡,v:vtrI:-'l. \-~-~ 2~Z.Ç\PM fn__ LrYrÎ('-fl-!J, 4!r.j/~c; f);~C;- -y.¡. hOU~ 1.·~ m1/' /JdL .::/r-l/R'f ~:ðOp",., l7<J R-_ ~ ð s-7I 3 ~ \j "':;z-<)l&.ì _ v o. 5"'-LI ~ ~ ~ (\VV4 \h ~ (\(fm 6b-t1~ 3:c95pn ~\,\1:t5 \-¡l~\~", b \'¡OYK\Y'{A 'D~~ '/ / White: Return to Customer with Report YeUow: BC Lab Copy ~~ab01taiðJtæJ 1700 Flower Street Bakersfield, Call1ornla 93305 Telephone (805) 861-3636 . --- :2 - ) ~;.__. j (.- I<Em..¡ COUNTY I lEA LTl I DEPARTMENT HEAL1H OFFICER Leon M Hebertson, M,D. P:;~' ENVIRONMENtAL HEALTH DIVISION ~. DIRECTOR OF ENVIRONMENTAL HEALTH . øll"'~ Vernon S. Reichard F~p ity Na/5·. : I. , " \ Kern County Perait # lfo/~~l(ffi-~. . ,~- ." ,49/5-(8 Address, ~~~ cf:- ~;Y ~Pr~ CAÐ qS( '/eIf1 t{8 * * UNDERGHOUNU TANK DJSPOSITION TRACKING RECORD ,. * i{ / 'This form Is to be returned to the Ker:n County Ileal th Department wi thin 14 days of acceptance of tank (s) by diSposal or recycling facility. . The holder of the permi t wI th . nqmber noted above is responsible for insuring that this form is complèted and Teturned. . " ,"~ . . ." . -- . . . .~.: . .' . " .'. .' .. .. .. .. .. ... '" .-. .. . . .' i . - Tõ' bè'-iïl1ed out .!!ï. t~nk removal .£(,)ntrnctor:· .:' ". - ,. Tallk n~~~vnJ C~i~'~;actoi': . fY)~ (k~A7~ :a, ' 1~~~ _ Phone # '399-1Ç'7i?/Y ". _~. ~. Zip' Q'35c6 6-£/- g'"~ ' .. -}~/ No. of Tanks ~ ",," . .. .. .! ~ ",- Section Address Date Tanks íìemoved .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. Section A -, "~Q.I~!~tr.!lled out .!!y contractor "decontaminating t~): , Tank "Decc.1tamination" Contractor Æq¿ L I/ÞcuúM t::..'íZVICE: Addn."is t,9D 'I ~ AI / /:€1'1- ~-;.. . Phone , 39.3- 5770 --;:::?fiK/-~H¡"7..D ( c/l _ Zip 9330? Authorizell representative of contractor certifies by signing below that tank(s) bave been decontaminated in accordance witll Kern County JJcaHb Department requirements. ~ ~dß~ ~{'!h.i/1 SI na- e O~j~ Title . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SecUon 3 - To be filled out and signed .Qý" an t1uthorized representative .21. ~ trea tmen t. s tOI'age. or dl sposal fael} i ty accepting tanl<: (s ) : Facillty Nume ~ ~. . Addn:S6 2.20 _ 5" - / . 'C ~ r? /9<./,.. Phone '7/C./J9?r~ê:>ð Q Zip 1/"7c/ . No. of T~riks' .: :0 T i tle~ ->5 ¡r - /V'?,..",,¡t:;a--,;?c/.1 ~ .', Date Tanks "'" SIgnature (Authorized Representative) . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . * * * MAILING INSTRUCTIONS: Fold 1n half and staple. "I1'm #JlMMP-150) Del:Jno L:unnpl DISlnlCT OFFICES ,k" I,~bella . Mojave . Rldgec,....' . Shaller . Tall -_._------_.._.~-,,""'---+. '_.."'---~""-' . ,. -............--.--. --.---------.. - .-..¥.-~.---.--.-_._.-. SIal. 01 Califomi.-+ie.lth and Well....e Agency Form Approved OMS No. 2050-003a{EXpir..a1) .:~.'-'.'....". P'ea~e ptin; or type. (Form dasigned "" uøa la vo- 'itch typewrit.,). UNIFORM HAZARDO~" . .n.,atOl"s us EPA 10 Ho. WASTE MANIFEST f4 See Instructions on Back of Page 6 and Fronwa9.!!, Manl "1 . Paga 1 Ocx:ume.. ,J'j I of Department of Haalth SefViceB .' :.. Toxic Subslancea Control Division '.. Secramanlo. Calilornia /t c,'ry ~p ]J¡J.K~7=rf:-C¡) 15r:r- ~y..'fr¿'" /7ve:r 4. G"::~;or's Phona (?oS) ~-3/2." "bkF:/1Jï='r'trtr; ~ C¡no, 8. US EPA 10 Number 3. Ganaralor's Nama and Mamng Addrasa . .~.. .... . . 0;~ FÕ'U~k;¡;:¡;'~"(}' ~C £Úf c¡:. (Òrl\n\~è"4'Ù( . '-(, J 0 Go Slate Facility's 10 0 10 10 .... N 10 <0 ~ - .... .... < .o~ _z 'J~ ~ O:J Y')~ (')~ G OE E ~ N X) .. E N R iI A <0 T ... 0 N R .., 8 '9 a:: w ... Z w U w en z 0 a. en w a: .... < Z 0 ¡: < Z w ¡: .... .... < u ..l .... ä: en a: 0 >- u ! z w " a:: w :E T w Z R A < N. u.. 5 0 P w 0 en R < T U E ~ F A C I L , T Y 11. US OOT Oescription (Including Proper Shipping Name, Hazard Class. and ID Number) 13. TOlal 14. Quanlity Unit WINo! No. Type a. ~fA~ W~ ON!t¡ ~¡J¡'raWI(P. b. c. d. J. Addilional Deac:nptions lor Malerials Listecl Above D-/16-0r? 0-100 Í"- W~ CI c. 15. Special Handling Instruclions and Addilionallnlormalion LIAo"Alt ?~Ìí'clé-'" O~ W &'I}{t.. GJcßScN ¡:t r 2-36-'2.. 18. I. Wasle No. EPA/Othec Slate EPAfOther Stste EPA/ Othec do .. GENERATOR'S CERTIFICATION: I hereby declare that the contents ot this consignment are tully and accurately described above by proper shipping name and are clasaifiecl, packed. marloed, and labelecl, and are in aU respects in prope' condition lor transport by highway according to applicable intemalional and national government regulations. If I am a lar\;le quantity generalor, I certify that I have a program in place to recluce the volume and toxicity of waste genarated to Ihe degree I have determined 10 be economically practicable and that I have selectecl the practicable method of treatment. storage. or disposal currently available to me which minimizes the pres1ðl\t and tuturø threal to human heal\h and the environment; OR, if I am a small quanlity glOneralO)', I have made a good faith effort to minimize my waste ;GnQr~t:c:! ~n':: :::~~~ ~~~ !:est we:!e m~~!~eme~t r.1e!hod f~at ~~ !!'!!!!'e~f~ t~!!' _.d !~~t ~ aftcrd. printedf/;/:;7 A/Ie rJ 17. Transporter 1 Acknowledgement 01 Receipt 01 Materials Print d/Typed Name e:o,",6- 18. Transporter 2 Acknowledgemenl 01 Receipt 01 Materials Printed/Typed Name 19. Discrepancy Indicalion Space 20. Facility Owner or Opera lor Certilication 01 receipt 01 hazardous materials covered by this ma . est except as noted in Item 19. DHS 8022 A (1/88) EPA 8700-22 (Rev. 9·88) Previous editions are obsolele. White: TSDF SENDS THIS COpy TO DOHS WITHIN 30 DAY:' To: P.O. Box 3000, Sacramento, CA 95812 Month Day Year Month Day Yaar e CONTRACTOR NO: 15000 SITE NO: 180008 '. WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT f;- / f! . /~DOO ~ SOURCE OF FUNDS: SUBSTANCE: 12035 FEDERAL EXEMPT: N PETROLEUM: Y SITE NAME: CITY CORPORATION YARD DATE REPORTED: 05/11/89 ADDRESS: 4101 TRUXTUN AVENUE DATE CONFIRMED: 05/11/8S CITY/ZIP: BAKERSFIELD, CA 93301 SITE STATUS CASE TYPE: S RP SEARCH: S PRELIMINARY ASSESSMENT: C REMEDIAL INVESTIGATION: C REMEDIAL ACTION: C POST REMEDIAL ACTION MONITORING: ENFORCEMENT ACTION TAKEN: RAP REQUIRED: CASE CLOSED: Y CATEGORY: CONTRACT STATUS: 9 EMERGENCY RESPONSE: DATE UNDERWAY: 05/11/89 DATE COMPLETED: 05/11/8£ DATE UNDERWAY: 06/29/89 DATE COMPLETED: 11/07/8~ DATE UNDERWAY: 11/08/89 DATE COMPLETED: 02/27/9C DATE UNDERWAY: 02/27/90 DATE COMPLETED: 05/02/9C DATE UNDERWAY: / / DATE COMPLETED: TYPE: DATE TAKEN: DATE APPROVED: DATE CLOSED: 05/04/9C DATE EXCAVATION STARTED: R1MEDIAL ACTIONS TAKEN: RESPONSIBLE PARTY SPECIALIST: 9 CONTACT NAME: RALPH HUEY COMPANY NAME: CITY OF BAKERSFIELD SENSITIVITY: EES ADDRESS: 2130 "G,II STREET VERIFIED IX) DATE OF REPORT: 12/18/90 CITY/STATE: BAKERSFIELD, CA 93301 LEAK REPORT: Y ABANDONMENT #: A - CONTRACTOR NO: 15000 SITE NO: 180008 SITE NAME: '. WATER RESOURES CONTROL BOARD DIVISION OF WATER QUALITY UST CLEANUP PROGRAM SITE SPECIFIC QUARTERLY REPORT SOURCE OF FUNDS: SUBSTANCE: 12031 FEDERAL EXEMPT: N PETROLEUM: Y CITY CORPORATION YARD ADDRESS: 4101 TRUXTUN AVENUE DATE REPORTED: 05/02/90 DATE CONFIRMED: 05/02/90 CITY/ZIP: BAKERSFIELD, CA 93301 CATEGORY: CASE TYPE: S RP SEARCH: S PRELIMINARY ASSESSMENT: C ,REMEDIAL INVESTIGATION: C REMEDIAL ACTION: C POST REMEDIAL ACTION MONITORING: ENFORCEMENT ACTION TAKEN: RAP REQUIRED: CASE CLOSED: Y SITE STATUS CONTRACT STATUS: 9 EMERGENCY RESPONSE: DATE UNDERWAY: 05/02/90 DATE COMPLETED: 05/02/90 DATE UNDERWAY: 04/25/90 DATE COMPLETED: 05/17/90 DATE UNDERWAY: 06/02/90 DATE COMPLETED: 09/23/90 DATE UNDERWAY: 10/07/90 DATE COMPLETED: 11/30/90 DATE UNDERWAY: / / DATE COMPLETED: TYPE: DATE TAKEN: DATE APPROVED: DATE CLOSED: 12/12/90 DATE EXCAVATION STARTED: RIMEDIAL ACTIONS TAKEN: RESPONSIBLE PARTY CONTACT NAME: MICHAEL ROGERS SPECIALIST: 9 COMPANY NAME: CITY OF BAKERSFIELD PUBLIC WORKS ADDRESS: 4101 TRUXTUN AVENUE CITY/STATE: SENSITIVITY: NES VERIFIED (X) 'BAKERSFIELD, CA 93301 DATE OF REPORT: 12/18/90 ABANDONMENT #: A1200-18 LEAK REPORT: Y e ,e KERN COUNTY AIR POLLUTION CONTROL DISTRICT PERMIT TO OPERATE Number: 8129003(C)-004(C) 2700 "M" STREET. SUITE 275 BAKERSFIELD. CA. 93301 TELEPHONE: (805) 861-3682 PERMIT TO OPERATE IS HEREBY GRANTED TO: CITY OF BAKERSFIELD FOR EQUIPMENT LOCATED AT: 4101 Truxtun Avenue EQUIPMENT OR PROCESS DESCRIPTION: Gasoline Storage & Dispensing System OPERATIONAL CONDITIONS LISTED BELOW. THIS PERMIT BECOMES VOID UPON ANY CHANGE OF OWNERSHIP OR LOCATION. OR ANY ALTERATION. NOTE: The permittee may be required to provide adequate sampling and testing facilities. Equipment modification requires a new permit. REVOCABLE: This permit does not authorize the emission of air contaminants in excess of those allowed by the Rules and Regulations of the K.C.A.P.C.D. WILLIAM J. RODDY AIR POLLUTION CONTRØ~qFFICER c::-="'" -r ¿ -, ( ~ By: c=:.\> \ ~.z~ '1.t For Period: 03-31-92 TO 03-31-93 CONDITIONAL APPROVAL: Compliance with all conditions of approval imposed by any applicable Authority to Construct is required for life of this equipment unless modified by application. EQUIPMENT DESCRIPTION: GASOLINE STORAGE & Balance Type DISPENSING SYSTEM including the following equipment: 1 - 15,000 Unleaded a. 1 - 15,000 gallon Re~ular grade aboveground gasoline storage tank(s) each with a permanently affixed fill tube terminating no more than six inches from the bottom of the tank. 2 Unleaded b. 1 Re~ular nozzles. OPERATIONAL CONDITIONS: 1. Until vapor recovery provisions (both Phases I and II) for this tank are "certified" by the California Air Resources Board, this tank shall be equipped only with submerged fill tube. (Chapter 3, Article 5 of California Health and Safety Code). 2. Gasoline tank shall be equipped with permanently affixed fill tube terminating no more than 6 in. from bottom of tank. (Rule 412) 3. System shall be installed; operated and maintained in accordance with manufacturer's recommendation. (Rule 209) 4. Gasoline storage tank shall be refilled only by Rule 412 exempt distributor. (Rule 412) 5. City of Bakersfield shall maintain accurate records of gasol ine deli very volume. suppl ier and delivery vehicle identification and such records' shall be made readily available for District inspection upon request. (Rule 209) STATE OF CALIFORNIA AIR TOXICS HOT SPOTS REQUIREMENTS: Facility shall comply with California Health and Safety Code Sections 44300 through 44384. (Rule 208.1) e í '. , .. i r\ . groundwater resources inc. wp 5400 ALDRIN CT. BAKERSFIELD. CALIFORNIA 93313 General Engineering Contractor Class NHaz License No. 520768 SITE CHARACTERIZATION WORKPLAN UNlEAED GASOLINE DISPENSER CITY OF BAKERSFIELD CORPORATION YARD 4101 TRUXTUN AVENUE· BAKERSFIELD, CA MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD, CA 93389 (805) 835,7700 LOS ANGELES (213) 724-3147 r-\ . groundwater resources inc. WJV . .. 5400 ALDRIN CT. BAKERSFIELD, CALJFORNJA 933 J 3 General Engineering Contraaor Class AIHaz License No. 520768 June 19, 1990 Resource Management Agency Department.of Environmental Health Services 2700 M Street Suite 300 Bakersfield, CA 93301 Re: Site Characterization Workplan Unleaded Gasoline Dispenser City of Bakersfield Corporation Yard 4101 Truxtun Avenue Bakersfield, CA On April 24, 1990, during the installation of Line Leak Detection on the product line of the 15,000 gallon unleaded gasoline tank system at the City of Bakersfield-Corporation Yard fueling fac i 1 i ty , it was observed that some 1 eakage had taken place. Product 1 i ne repairs were made by McNabb Construction and so; 1 samples were taken under the unleaded dispenser and north of the dispenser island near the turbine pump area. A review of the attached laboratory analysis indicates high concentrations of Benzene and Total Petroleum Hydrocarbons (TPH) in the three soil samples taken during the construction activities. This fueling area, installed in 1978, primarily consists of three 15,000 gallon single wall fiberglass tanks containing unleaded gasoline, regular gasoline and diesel fuel for the operation of City owned vehicles. Groundwater Resources, Inc. (GRI) has been retained to assess the vertical and horizontal extent of the above described discharge. The following workplan will address the requirements of UT-35 Guidelines, while addressing the site specific conditions of this operating facility. GRI will investigate the site with soil borings located to determine the maximum vertical and lateral extent of any hydrocarbon plume. A total of four soil borings are planned for this investigation. One boring will be angle drilled from the west end of the dispenser island to assess the unleaded dispenser. One bori ng wi 11 be angl e dri 11 ed from the northwest corner of the facility under the submersible pump area of the tank. The two additional borings will be used for horizontal measurements. The planned location of the borings is shown on the enclosed Plate 2. MAILJNG ADDRESS: P.O. BOX 9383, BAKERSFIELD, CA 93389 LOS ANGELES (2 J 3) 724-3147 (805) 835-7700 I I I e , Resource Manage" It Agency Environmental Health Services June 19, 1990 Page Two . Further drilling will be implemented if the limit of the plume cannot be defined with the initial four borings. The planned depth of the soil borings is forty (40) feet. The borings will be advanced with a hollow-stem auger rig, with undisturbed soi 1 samples obtained with a California Modified Split Spoon Sampler at intervals of every five feet. No groundwater is anticip.ated in this investigation. Current information from the Kern County Water Agency shows the first unconfined water to be approximately 125 feet below surface. The Bakersfield Sheet of the Geologic Map of California, 1985, shows the soil around the Downtown Bakersfield area to be derived from recent alluvial fan sediments deposited from the Kern River. Additional information from the February 13, 1990 Site Characterization Report prepared by GRI on a Waste Oil Tank at this facility has been reviewed thoroughly. The boring samples will be taken at intervals of every five feet and at significant 1 ithologic changes. An HNu photoionizatfon detector will be used to screen the soil and make field determinations of the levels of hydrocarbon contamination. During the boring operations, a GRI Geologist will describe and log the samples and seal them in brass sleeves with teflon-lined plastic caps. They wi 11 be labeled and chi 11ed immediately and then transported to BC Laboratories, Inc. at four degrees Celsius under a Chain of Custody documentation for analysis. All samples will be analyzed for Benzene, Toluene, Xylene, Ethyl Benzene and Total Petroleum Hydrocarbons using the D.O.H.S./Luft Method. Any contaminated drill cuttings will be either stockpiled or drummed on site in 17-H DOT drums until laboratory results are available. The soil borings will be abandoned following procedures required by the Resource Management Agency.. While conducting the borings, the personnel on site will be equipped with a Draeger PA-80 Air Pack, Gastech D-11 Vaportester or equivalent, a photoionization detector, fire extinguishers and any additional equipment required for health and safety considerations. All GRI personnel have received Health and Safety Training per OSHA CFR 1910.120, including supervisory training. After the borings are completed and samples analyzed, a report will be prepared for your office with all results, logs, laboratory analyses, definition of the contamination and recommendations for remedial action, as required. 0 If you have any questions or require further information, please contact our main office at (805) 835-7700. Very truly, ~¡?~. 0n ,P. Fitch Project Manager m¿:~æ~ .' ~ .:F Dale A. Johnson State Registered . 1 . , II I 1\ ! Ii , Ii l I: I I, l I I I I I I I I II II . . '. . ~ "~." ... ,:. 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I- ' +1 -.rv---·j !C;.:'J \Þ/ ,~::J;F,~ - II-~ ¡t···: _._~ ':'. ~ <-J!' 'R"J "!/llJ'ø~ ' ·:J~---l . f fF=.-:c.. . ~ ~. ~ I ' \~~, '_ _' ~r:L\\. :~'c..__,~~~I·~1u:;.l '_'~,' .,J_c'~ L __.~t J_.., ~ :~ " ....... . ":~ ~.. . "'tI'~ a.ref .' 30 H NCI,. ''':'I ,. .~ . . LOCATION MAP ~ groundwater resources, inc. .., envlronmentaVgeotechnical services Project Number: 78029 1 CITY OF BAKERSFIELD CORPORATION YARD 4101 Truxtun Ave Bakersfield, California PLATE ENVIRONMENTAL .." , " ,. '\,~;' . ... . '. . :rBC'j, . ·..··'1 '. . LABORATORIES, INC. J. J. EGL.IN. REG. CHEM. ENGR. 4100 PIERCE RD.. BAKERSFIELD. CALIFORNIA 93308 PHONE 327-4911 Purgeable Aromatics (SOIL) CHEMICAL ANALYSIS PETROLEUM McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-May-90 Lab No.: Sampl.e Cesc: 3780-1 ~. ~ Bakersfield, Corporation Two Feet: under" dispenser I I Yard Data Sample Collected: 25-Apr-90 Date Sample Received @ Lab: 26-Apr-90 Da-ce Analysis Comple-ced: 02-MaY-90 Constituent Reporting Units Analysis Results Minimum Reportinq Level Benzene Toluene Et;;'yl 3er.=ene ug/g ug/g ug/g ug/g ug/g ug/g 110 710 180 p-Xylene m-Xylene o-Xylene " 26ù 9 9 9 9 9 9 610 330 Total Petroleum I Hydrocarbons (Gasoline) ug/g Co,000 300 TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituents by Modified EPA methodS020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 By ø-lf ~;. . . E ~n fh¡t~ ~CI.(k . Analys-c Tï3v..R.e Z ENVIRONMENTAL CHEMICAL ANALYSIS PETROLEUM ..- LABORATORIES, INC. J. J. SOLJN. REO. CHEM. ENOR, 4100 PIEACE AD.. BAKERSFIELD. CALIFORNIA 93308 PHONE 327.4911 Purgeable Aromatics (SOIL) McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb r I Lab No.: Sample Desc: ¡ I Date Sample Collected: 25-Apr-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o-Xylene Total Petroleum Hydrocarbons (Gasoline) Date of Report: 02-MaY-90 3780-2 Ci ty of.--3a.kersfield, Corporation Yard Eóur Fèet under dispenser \ ./ ~ Date Sample Received @ Lab: 26-Apr-90 Date Analysis Completed: 02-MaY-90 Reporting Units Analysis Results Minimum Reporting Level ug/g ug/g ug/g ug/g ug/g ug/g 110 910 :'.10 10 10 10 10 10 10 .;¡O 960 570 ug/g e 300 TEST METHOD: TPH by D.O.H.S. / L.U.r.T. method. Individual const:tuents by Modified EPA method 5020/8020. As Received Basis Comments: California D.O.H.S. Cart. #102 By a~~/ ((J . ((J. 1 ~n ~'u/ :1~/'o_ nalys-c rlgu'R.e. 3 ENVIRONMENTAL . CHEMIc.lL ANALYSIS PETROLEUM r e LABORATORIES, INC. J. J. EGLIN. REG. CHEM. ENGR. 4100 PIERCE RD.. BAKERSFIELD. C~LIFORNIA 93308 PHONE 327.4911 Purgeable Aromatics (SOIL) McNabb Construction 7808 Alcott Ave. Bakersfield, CA 93308 Attention: Brian McNabb Date of Report: 02-May-90 Lab No.: Sample Desc: Date Sample Collected: 25-Apr-90 Constituent Benzene Toluene Ethyl Benzene p-Xylene m-Xylene o~Xylene Total Petroleum Hydrocarbons (Gasoline) 3780-3 . C't~ield, corpora~ion Yard íX Faet North)and Six F~et below dispenser Date Sample Received @ Lab: 26-Apr-90 Date Analysis Completed: 02-May-90 Reporting Units Analysis Results Minimum Reporting Level ug/g ug/q ug/g ug/g ug/g ug/g 54 440 60 280 6ïO 390 3 3 3 :3 :3 :3 ug/g ~ 100 TEST METHOD: TPH by D.O.H.S. / L.U.F.T. method. Individual constituen~s by Modified E?A me~hod 5020/8020. As Received Basis Comments: California D.O.H.S. Cert. #102 c By ~ {t ~~ are ~ . 1 in ~~11 J:,& ~ Analys~ 7=/3 t!. R.. e 1. e- \ . ¡- I f'\ groundwater resources inc. ~ í- I S A H P'L I N G PRO Toe 0 L ( : " " .I, . r-'\ , groundwater resources inc. ~ . \ I TEST BORING PROCEDURES 1. Soil Sampling Protocol The following procedures are fOll-OW~ during soil sampllng operations utillz;ng the hollow stem auger drl'lling technlque. , , A. Hollow Stem Auger 1. Soil borings drilled by the hollow stem auger utilize continuous flight hollow stem augers. 2. Augers, samplers and all downhole equipment are steam cleaned prior to use. In the field)steam cleaning is done between borings to minimize tne potential for cross-contamination. 3. A G.R.I. geologist observes the work, visually logs the s011s, and collects samples at appropriate intervals. 4. The Unified Soils Classification System is utilized to classify soils encountered. Additional geologlcal observations are noted as appropriate. 5. 50;1 samples destined for laboratory analysls are collected by a modified California Split Spoon. This sampler uses three, six lnch long, by two and one- half inch diameter (o.d.) tubes. Various t4:bes can be uti 1 i zed to accommodate the type of analysis n~cessary: Brass All organlcs and general analyses (not to be u~ed for copper or Zlnc analysis) Stainless Steel All organlcs and metals analyses for copper and zinc (not to be used for chrome or nickel analyses) Plastic All metals analyses (not to be used for organics) e \ f\ . groundwater resources inc. ~ . \ TEST BORING PROCEDURES (Cont'd) ¡-u 1 l 6. The tubes are cleaned and prepared in the G.R.I. laboratory. Tubes are scrubbed, inside and outside, with a brush and TSP, rinsed, dryed, and pacKed in ' clean containers with seals. Tubes are delivered to the drilling site in these closed containers to preserve the state of cleanl iness. WOw - 7. After the sample(s) have been removed from the sampler, the sampler is completely disassembled and scrubbed in TSP and tap water. It is then rinsed in clean tapwater and reassembled with three clean tubes. 8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused. 9. The sampler is driven by a 14D pound hammer with a 30 inch free fall. Blow counts are recorded as number of blows per inch of drive. 10. The sampler is driven 18 inches at each sampling interval. The first (or lowest) tube is generally retained as the sample for analysis. The other two tubes are retained for bacK-up or split samples. 11. A sand catcher is used in the sampler where loose soi lè are anticipated. This Wl I I preven~ the SO;·I from falling out of the sampler. 12. Af~er retrieval, the sample is visually logged and imfuediately sealed with aluminum fo; 1 1 ined caps, 1 abel ed, and ch ill ed. CI ean ; ce chests and chern; ca 1 . ice Q("blue ice") are used to keep the samples cold until delivered to the chemical laboratory. Teflon seals are also available for field samples. 13. Samples are delivered to the laboratory the same day they are taken, if physically possible. If the samples must be held until the next day, they are kept'frozen in a secure freezer at the G.R.I. facility. 14. Sample control is maintained by a Chain of Custody form which accompanies the sample. The form documents the time, date, and responsible person during each step in the transportation process. -- --- f\ groundwater resources inc. ~ e \ . I> ì ì MONITORING WELL SAMPLING PROTOCOL ¡d ¡ I II. Groundwater Sampling A. All equipment that is used in a monitoring well for purging, sampling, or depth measurement 1S decontaminated by steam cleaning or aTSP wash and rinse procedure prior to use and before re-using when more than one sample is collected. B. Purge Volume Determination The following procedure is followed to determine the appropriate purging volume prior to well samp11ng. 1. The depth-to-water is measured by a clean, electric level indicator. Measurement datum is the top of well protector. 2. Depth to the bottom of the well is measured by a c'lean tape and plumb bob. If possible,. this is compared to the we 1'1 construction log to determi ne inconsistencies, i.e. damaged casing, sediment in casing, etc. 3. Water volume is calculated by using the total water depth and the inside diameter of the casing. c. Well Purging and Sampling /: 1. Ririor to sampling, a minimum of three to f1ve we>ll vo 1 umes are purged from each we 11 to ensure that wéiter sampled is representative of the groundwater withln the formation. 2. Measurements of H, conductivity and temperature are taken at frequent intervals durlng the purge. Stabilization of these values indicates that representative formation fluids are being removed from the we 1 1 . .' . .- ¡ ! ... r-\ .' groundwater resources inc. ~ \ -- r \-- t MONITORING WELL SAMPLING PROTOCOL (Cont.'d) ! I. 3. In the event that the well i$ pumped dry, and alternate procedure will be followed. Once a well is pumped dry. the water that enters the well during recovery is, by definition,representative formation water. The well will, therefore. be pumped dry and allowed to recover to 80% or more of the original water level. 4. Purge water is pumped directly into barrels on site until the proper method of disposal is determined. '. 5. Samples are pumped or poured from a bailer into sampling bottles prepared by a state certified laboratory contracted for the particular jOb and placed in refrigerated coolers for transport to the laboratory. 6. Samples are delivered by courier, directly to the lab on the same day of sampling, whenever practical. If next day delivery is necessary. the samples are kept refrigerated at 4 degrees C overnlght and delivered to the laboratory the following morning. 7. Samples are accompanied by a Chain of CustOdy form which documents the time, date and responsible person during each step of the transp~rtation process. 8. T~e G.R.I. coded sample numbering system allows iðentification of sample and client to G.R.!., whi Ie not revealing the client to anyone else. 'I I-'~· I i , r -- i I 1,,"- ~. ,/ . r-\ groundwater resources inc. ~ 5400 ALDRIN CT. BAKERSFIELD. CAUFORNIA 933 J 3 General Engineering Contraaor Class NHaz License No. 520768 GROUNDWATER RESOURŒS INC. (GRl) 5400 Aldrin Court Bakersfield, California (80S) 835-7700 HEALTH AND SAFETY PLAN A RESNA Company I,: -, ' MAILING ADDRESS: P.O. BOX 9383. BAKERSFIELD. CA 93389 (80S) 835-7700 LOS ANGELES (2 J 3) 724-3147 - -- -- - - - . - HEALTH AND SAFETY PLAN 1.0 PURPOSE ,-. I I The purpose of this Plan is to assign responsibilities, establish personnel protection standards and mandatory safety procedures, and provide for contingencies that may arise while operations are being conducted at the site. r 2.0 APPLICABILITY I I i The provisions of the Plan arc mandatory for all on-site Groundwater Resources Inc. (GRl) employees and subcontractors engaged in hazardous' material management activities including, but not limited to, initial site reconnaissance, preliminary field investigation, mobilization, project operations, and demobilizati.on. Subcontractors shall provide a Health and Safety Plan for their employees covering any exposure to hazardous materials and shall complete all work in accordance with that plari. The sub- contractor may choose to use the GR! Health and Safety Plan as a guide in developing its own plan or may chose to adopt GRI's plan. In either case, the subcontractor shall hold GRI harmless from, and indemnify it against, all liabilities in the case of any injury. GR! reserves the right to review and approve the subcontractor's plan at any time. Grossly inadequate Health and Safety practices on the part of the subcontractor or the belief that the subcontractor's personnel arc or may be exposed to an immediate health hazard, shall be cause for GR! to suspend the subcontractors site work and ask the subcontractor's personnel to evacuate the hazard area. The subcontractor shall provide its own safety equipment in accordance with Health and Safety Plan requirements. The sub- contractor shall comply with all regulations including OSHA 29 CFR 1910.134 (Respiratory Protection). 3.0 RESPONSmILITIES .3.1 Safety Coordinator The Safety Coordinator (SC) generally shall not be involved directly in onsite activities. However, the SC shall provide the following functions in support of the. field activities: . ~' I .'1 1. Maintain an adequate inventory of equipment in good working order. 2. Maintain all necessary fùes and records. 3. . Ensure that all monitoring equipment is calibrated on a regular basis and that the results are properly recorded and filed. 4. Ensure monitoring equipment is operating correctly and provide for maintenance if it is not. 5. Be available for consultation by the Project Manager or Safety Officer. PAGE 1 GROUNDWATER RESOURCES, INC. I ¡ .-. tt- HEALTH AND SAFETY PLAN ¡ . ¡ I. 3.2 Project Manager The Project Manager (PM) shall direct on-site investigation operational efforts. At the site the PM, assisted by the Safety Officer (SO), shall have the primary responsibility for: Ensuring that appropriate personal protective equipment is available and properly utilized by all on-site personnel. 2. Ensuring that personnel are aware of the provisions of this plan, are instructed in the work practices necessary to insure safety, and in planned procedures for dealing with emergencies. í - , , 1. 3. Ensuring that personnel are aware of the potential hazards associated with on-site operations. 4. Monitoring the safety perfonnance of all personnel to ensure that 'the required work practices are employed. S. Correcting any work practices or conditions that may result in injury or exposure to hazardous substances. 3.3 Safety Officer The Safety Officer (SO) shall: Implement project Health and Safety Plans, and report any deviations from the anticipated conditions described in the plan. Ensure that all on-site personnel have a minimum of 24 hours safety training. Ensure that all monitoring equipment is recently calibrated. Ensure monitoring equipment is operating correctly (report to Safety Coordinator if it is not.) Be responsible for identifying all site personnel with special medical problems. Preparing any accident/incident report. Assume any other duties as directed by the PM. 1. 2. 3. 4. S. I,: -, " 6. 7. 3.4 Project Personnel Project personnel involved in on-site operations shall be responsible for. 1. Taking all reasonable precautions to prevent injury to themselves and to their fellow employees. Perfonning only those tasks that they believe can be done safely, 2. PAGE 2 GROUNDWATER RESOURCES, INC. ! ¡ ¡ .' - HEALTH AND SAFETY PLAN ,- i l and immediately reporting any accidents an<.Mr unsafe conditions to the SO or PM. 3. . Implementing the procedures set forth in the Health and Safety Plan, and reporting any deviations from the procedures described in the Plan to the SO or PM for action. r \ 1 [ ¡ 4.0,- BACKGROUND All personnel shall be knowledgeable concerning the following topics on a site specific basis including, but not limited to: i Site History Prior Activity Suspected Hazards 5.0 EMERGENCY CONTACTS AND PROCEDURES 5.1 Contacts Should any situation or unplanned occurrence require outside or support services, the appropriate contact from the following list should be made: Agency Police Fire Ambulance Hospital Contact Person Telephone Project Manager Safety Coordinator SafGty Officer Clie~t Contact 5.2 Procedures In the event that an emergency develops on site, the procedures described below are to be immediately followed. Emergency conditions are considered to exist if: - Any of the project personnel are involved in an accident or experiences any adverse effects or symptoms of exposure while on site; or A condition is discovered that suggests the existence of a situation more hazardous than anticipated. PAGE 3 GROUNDWATER RESOURCES, INC. 1-- ! I . . . HEALTH AND SAFETY PLAN \ r' \ i' The following emergency procedures shall be followed: 1. 2. 3. 4. ¡I S. .' I 6. 7. Personnel onsite shall use the "buddy" system (pairs). Personnel shall pre-arrange hand signals or other means of emergency signals for communication in case of lack of radios or radio breakdown. The following hand signals are suggested: Hand gripping throat: out of air, can't breathe Grip partner's wrist or place both hands around own waist: leave area immediately Hands on top of head: need assistance Thumbs up: OK, I'm all right, I understand Thumbs down: No, negative The Safety Officer shall establish emergency evacuation routes and shall make all project personnel aware of these routes prior to the flI'St onsite activities. In the event of an emergency, selection of the escape route shall be based on the nature of the emergency and wind direction. Visual contact shall be maintained between on-site personnel. Support personnel shall remain in close proximity in order to assist in case of emergencies. In the event that any of the personnel experiences any adverse effects or symptoms of exposure while on site all personnel shall immediately halt work and act according to the instructions provided by the Safety Officer. ' Wind indicators, visible to all on-site personnel, shall be provided by the Safety Officer to indicate possible routes for upwind escape. The discovery of any condition that would suggest the existence of a situation more hazardous than anticipated shall result in the ev~uation of the on-site personnel and re-evaluation of the hazard and the level of protection required. In the event that an accident occurs, the SO shall complete an Accident Report Fonn for submittal to the Safety Coordinator (SC). The SC shall initiate action to correct the situation that caused the accident. PAGE 4 GROUNDWATER RESOURCES, INC. I-- I ., \ -, HEAL TIJ AND SAFETY PLAN I í, 6.0 HAZARD CHARACTERISTICS, MONITORING METHODS AND PROTEC- TION REQUIRED All personnel shall be knowledgeable concerning the following topics on a site specific basis including, but not limited to: . Exposure Limits Recognizable Characteristics Symptoms of Overexposure Potential Chronic Effects First Aid Treatment Monitoring Methods Action Levels Protection Measures ¡- i, 7.0 STANDARD SAFE WORK PRACTICES 7.1 General 1. Eating, drinking, chewing gum or tobacco, and smoking shall be prohibited in the contaminated or potentially contaminated area or where the possibility for the transfer of contamination exists. 2. Avoid contact with potentially contaminated substances. Do not walk through puddles, pools, mud, etc. Avoid, whenever possible. kneeling on the ground, leaning or sitting on equipment or ground. Do not place monitoring equipment on potentially contaminated suñace (Le., ground. etc.). 3. All field personnel shall make use of all their senses to alert them to potentially dangerous situations which they should avoid (i.e. presence of strong. iIritating or nauseating odors). Prevent spillages to the extent possible. In the event that a spillage occurs, contain liquid immediately. Prevent splashÜ1g of the contaminated materials. Field personnel shall be familiar with the physical characteristics of the investigation site. including: 4. 1.1 " 'I S. 6. Wind direction Accessibility to aSsociates. equipment. vehicles Communications Hot zone (areas of known or suspected contamination) Site access Nearest clean water sources PAGE 5 GROUNDWATER RESOURCES, INC. \ { 1.-.- .' \ ..,- HEALTH AND SAFETY PLAN ,-- I , 7.2 The number of personnel and equipment in the contaminated area shall be minimized, but only to the extent consistent with workforce requirements of safe site operations. 8. . All wastes generated during on-site activities shall be disposed· of in accordance with all applicable laws and regulations. 7. Excavation and Well Installation Practices For all excavation and well installation activities, the following standard safety procedures shall be employed: 1. All equipment shall be cleaned before proceeding to site, and after the excavation and/or well installation has been completed. 2. Only the minimum number of personnel necessary to achieve the objectives shall be within 25 feet of the excavation and/or drilling activity. 3. If the emergency and backup subcontracted perspnnel are at the site, they shall remain 25 feet from the excavation and/or drilling activity, where practical. 4. Exclusion zones shall be established with designated hot lines. Delineatíon of a hot line shall reflect the interface between areas at and below a predetermined threshold contaminant concentration based on available data. This determination shall be made by the Safety Officer. 5. All unauthorized personnel shall remain outside exclusion zones at all times. 8.0 SITE SAFETY PLAN The personnel on site will be equipped with a draeger P A-80 air pack, gas tech D-ll vapor testor or an equivalent, (it photoionization meter, ftre extinguishers and any additionally required equipment for health and safety considerations. .................. PAGE 6 GROUNDWATER RESOURCES, INC. e( j f GARY J. WICKS Agency DI,ecto, (805) 861-3502 STEVE McCALLEY Dlrecto, RESOURCE '~ ~ DEPART '. Mike Rogers City of Bakersfield 1501 Truxtun Ave. Bakersfieldi CA 93301 SUBJECT: Location: Known As: PERMIT #: . ' . (~ May 21, 1990 2700 M Street. Suite 300 Baker.fleld. CA 93301 Telephone (805) 861·3636 Telecopler (805) 861-3429 A·G ENe Y '"". .' "DoLDI<..c:S - I JIJNÈ ~ Tff1'S 13EFbI'è.€ ~'/ ~\Æ Cf\~e . ì1+'~vro ýou. ~ ---....-"'..-----.....~~~.:~~.:.'.~t.t......ol-~~ 4101 Truxtun Avenue, Bakersfield, CA City of Bakersfield Corporation Yard 180008C Dear Mr. Rogers: The intent of this letter is to inform you of the necessary deadlines for work required at the property described above. As a responsible party for a leaking underground storage tank, you have previously received a letter from this Department notifying you of the required work necessary to identify the extent of the contamination. We are now requesting that this work, outlined in UT-35, be done in a timely manner. In accordance with California Health and Safety Code Chapter 6.7 and Kern County Ordinance Code Chapter 8.48, the Kern County Environmental Health Services Department requires a determination of the threat to the environment. Accordingly, you must select an environmental contractor and submit a site characterization workplan proposal to this office within 30 days from the date of this letter. The workplan must be approved by this Department before any work is started. If you should have any questions regarding this matter, please contact me immediately at (805) 861-3636. JL:cd j an i s\roger shm. 121 Sincerely, ~~ 0- Jani s Lehman ' Hazardous Materials Specialist II Hazardous Materials Management Program f\ groundwater resources inc. .,.,.. . e 5400 ALDRIN CT. BAKERSFIELD, CALIFORNIA 93313 ~ ?\ I\J \~~\j ,}. ~t~" ~ \7~·.'. ,,\.~\\~\,ç .. CITY OF BAKERSFIELD CORPORATION YARD 4104 Truxton Avenue Bakersfield, California SITE CJµRACTERIZA TION REPORT February 13, 1990 MAILING ADDRESS: P.o. BOX 9383, BAKERSFIELD, CA 93389 (80S) 835-7700 LOS ANGELES (213) 724-3147 · e i· CITY OF BAKERSFIELD· Corporation Yar<!. CITY OF BAKERSFIELD CORPORATION YARD 4101 Truxtun Avenue Bakersfield, California SITE CHARACTERIZATION REPORT February 13, 1990 TABLE OF CONTENTS 1.0 INTRODUCTION 2.0 BACKGROUND 3.0 SOIL BORINGS 4.0 SAMPLING PROCEDURES 5.0 FINDINGS 6.0 CONCLUSIONS 7.0 RECOMMENDATIONS 7.1 No Action 7.2 Excavation and Bioremediation 7.3 Excavation and Disposal 8.0 REMEDIATION COSTS 8.1 No Action 8.2 Excavation and Bioremediation 8.3 Excavation and Disposal 9.0 LIMITATIONS PLATE 1 PLATE 2 PLATE 3-7 ILLUSTRATIONS Location Map Plot Plan Logs of Borings APPENDIX A. Laboratory Analytical Reports B. Chain of Custody Fonns C. Sampling Protocol February 13, 1990 GROUNDWATER RESOURCES, INC. , e CITY OF BAKERSFIELD· Corporation Yard. 1.0 INTRODUCTION This report provides the results of an investigation to determine the existence of a hydrocarbon plume in the soil at the City of Bakersfield Corporation Yard at 4101 Truxtun Ave, Bakersfield, California (Plate 1). No significant hydrocarbon concentrations were observed or reported at the facility with the exception of a small interval of apparently oil stained soil noted from three to five feet while drilling boring B-4. Groundwater Resources, Inc. (GRI) recommends that the small quantity of impacted soil found around B-4 be left in place to allow natural biodegradation to reduce hydrocarbon concentrations to an acceptable level. It is also recommended that the excavation location be capped with cement or asphalt. 2.0 BACKGROUND On April 17, 1989, two 500 gallon underground waste oil tanks were removed from the City of Bakersfield- Corporation Yard. The tanks were used exclusively for waste oil storage and were in service since 1975. Soil samples collected at the time of removal were reported to have Oil and Grease concentrations of 2964 ppm and 366 ppm for the East tank at two and six feet below the tank respectively. The west tank: was reported to have concentrations of 60 ppm and 86 ppm for Oil and Grease at two and six feet below the tank respectively. Groundwater Resources, Inc. was retained to perfonn a Site Characterizaion at the facility. 3.0 SOIL BORINGS On December 8, 1989, six borings were made to assess the limits of a hydrocarbon plume (Plate 2). At each tank location, three borings were advanced to aid in defining the vertical and horizontal limits of a hydrocarbon plume. Boring B-1 was drilled at the center of the West tank location and advanced to a depth of 40 feet. Two step-out borings, B-2 and B-6, were made five feet south and eight feet northwest of B-1 respectively and drilled to a depth of 15 feet. Boring B-3 was placed at the center of the east tank: location and drilled to a depth of 30 feet. The boring B-4 was located eight feet north- west of B-3 and advanced to a depth of 15 feet. B-5 was placed five feet south of B-3 and had a total depth of 30 feet. Soil samples were collected at five foot intervals (see Logs of Borings Plates 3-7). After the soil samples were collected, borings B-4 and B-5 were abandoned by filling the hole with a concrete slurry. All of the other borings were abandoned with compacted cuttings and capped with concrete. 4.0 SAMPLING PROCEDURES The soil samples were collected using a two and one-half inch diameter California splitspoon sampler February 13, 1990 GROUNDWATER RESOURCES, INC. ¡ . e CITY OF BAKERSFIELD· Corporation Yarcll_ " / containing three six-inch brass sleeves. The cores selected for analysis were sealed in the sleeve with teflon lined plastic end-caps and integrity tape. The samples were labeled, chilled to 4 degrees Celsius and transported to a S tate Certified Laboratory under a Chain of Custody (Appendix B). All core samples collected were logged by a OR! geologist ~e core-sampler was washed and rinsed after each use to avoid cross contamination. 5.0 FINDINGS j I f \ \ BORING B-1 B-2 B-3 B-4 B-5 B-6 SAMPLE GS-1 DEPTH 10 20 30 Table 1 TPH (ppm) 23 35 32 LEAD (ppm) N) N) 1 0 35 N) 15 45 10 44 N) 20 37 N) 30 30 10 ~ N) 15 30 10 20 30 37 49 40 N) N) ./ All soil samples collected while boring~were reported as having Total Petroleum Hydro- carbon concentrations below 50 ppm with the highest concentration reported at 49 ppm and the lowest at 23 ppm (Appendix A). A list of the TPH conscentrations reported can b~ on Table 1. No detectãbië amounts of Lead were reported in any of the samples analyzed from the borings. During the drilling of boring B-4, some oil stained cuttings were' observed from a depth of ap- proximately three to five feet. A soil sample at the five foot interval was not recovered, however the sample at ten feet had a TPH level of 39 ppm. A sample was collected later with a hand auger at a depth of five feet at the boring B-4 location. This sample was collected to confirm the presence and concentration of TPH in the oil stained soil. This sample, designated GS-l was reported as having 6253 ppm TPH and 7.49 ppm Lead 10 1 5 N) 40 28 \) ~-, 5 ( 6253 ) , ~-----/ :J' J.ç'-""t.L,.-~ 7.49 The soils described while drilling were river alluvium with layers of silty sand and poorly to well sorted sand. Gravely sand was generally observed at 35 feet with a cobble zone encountered at ap- proximately 40 feet. The depth to unconfined water at the site is reported in the Kern County Water Agency Water Supply ~eport, 1988, to be approximately 50 feet. '-----.--------,-,----...-.-.---.---,.---.'''..----'---'" ,---' 6.0 CONCLUSIONS The samples collected indicate that the soil beneath the two waste oil tanks has not been adversely impacted. TPH con~e.mrationuanging-Jrom a minimum of 23 ppm to a maximum of 49 ppm are well below the action levels set by the County 2 Since some oil stained soil was observed from three to five \.. ./ February 13, 1990 . GROUNDWATER RESOURCES, INC. · e CITY OF BAKERSFIELD. Corporation Yar1. feet in boring B-4, a leak, possibly in the line to the tank, may have occurred. Samples collected below the stained interval, however, indicate that the soil has not been affected at depth. 7.0 RECOMMENDATIONS In review of the data obtained from the borings, three alternatives are considered in the final closure of the project. 7.1 No Action The "no action" alternative would allow for the oil stained soil to remain in place and utilize natural biodegradation to remove the hydrocarbons. The excavation site should be capped with concrete or asphalt to prevent surface water from percolating through the stained soil and migrating to the water table. It cannot be determined, from the data available, whether the local groundwater would be impacted from the downward migration of any hydrocarbons contained in the stained soil. Therefore the short term and long term risks cannot be determined at this time. i ( ¡ 7.2 Excavation and Bioremediation With this remediation alternative, the small interval of oil stained soil, noted in boring B-4, would be removed and treated on site utilizing the bioremediation techniques described below. The stained soil would be excavated and stock piled on site. The soil should be spread on plastic in dimensions not to exceed .5 feet in depth. The soil should be bermed to control run-off, and fenced to prevent unauthorized entry. The soil should then be treated with nutrient fertilizers and bacterial cultures that are specially adapted to degrade heavy petroleum hydrocarbons. The soil must be regularly turned and watered to promote bacterial growth. The area should be covered with plastic during periods of heavy precipitation. Verification samples should be collected and analyzed on a regular basis to determine the clean-up progress. The excavation should be capped with an appropriate sealant such as concrete or asphalt. The short term health risk for this alternative would be from the dust produced during the excavation operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site. The soil should be treated until the samples collected verify that the hydrocarbon concentrations are below the levels set by the Kern County Department of Environmental Health. The long tenn risk, therefore, could be considered extremely low. 7.3 Excavation and Disposal The oil stained soil, noted in boring B-4, could be removed and disposed of at a licensed TSD facility. The removal of the soil will eliminate the only source of hydrocarbons found at the investigation site and would eliminate the possibility of future migration of hydrocarbons downward toward the ground- water. The excavation should then be capped with an appropriate sealant such as concrete or asphalt. The short term health risk for this alternative would be from the dust produced during the excavation operation. This risk can be mitigated by spraying the soil with water as it is excavated from the site. Since all of the impacted soil will be removed, no long tenn public health or environmental risk is February 13, 1990 GROUNDWATER RESOURCES, INC. · e CITY OF BAKERSFIELD. Corporation Yardl_ anticipated at the site. However, since the impacted soil will only be relocated and not destroyed, a long tenn health and environmental risk is possible at the disposal facility. It is GRI's opinion that the soil should be allowed to degrade through natural biodegradation as presented in section 7.1. This alternative presents a cost effective method of cleanup with minimal risk to the public health and the environment 8.0 COSTS OF REMEDIATION 8.1 No Action The cost that could be expected with the "No Action" alternative would be limited to the expence of capping the excavation site with an appropriate seal such as asphalt or concrete. This cost may be expected to be approximately $500-700. 8.2 Excavation and Bioremediation With this remediation alternative, the cost for excavation and treatment of the soil could exceed $2,300. This price does not include the cost to restore the site with concrete or asphalt. 8.3 Excavation and Disposal The costs of excavation, transportation and disposal of the small amount of stained soil is expected to be approximately $2,000. This is assuming that a maximum of one to two cubic yards of soil are to be remòved. This price also does not include the cost for site restoration. 9.0 LIMITATIONS This report was prepared for the exclusive use of the City of Bakersfield as it relates to the property described. The discussion and conclusions presented in this report are based on: - The test borings perfonned at this site. -The observations of field personnel. -The results of laboratory tests perfonned by BC Laboratory, Bakersfield, California. -Our understanding of the regulations of Kern County. Possible variations in the soil or groundwater conditions which may exist beyond the points explored in this investigation might effect the validity of this report unless those variations or conditions come to our attention and are reviewed and assimilated into the conclusions and recommendations of this report. Also, changes in the hydrologic conditions found could occur with time due to variations in rainfall, temperature, regional water usage, or other factors, any of which could effect this report. February 13, 1990 GROUNDWATER RESOURCES, INC. . . CITY OF BAKERSFIELD - Corporation Yari. The services performed by GR! have been conducted in a manner consistent with the levels of care and skill ordinarily exercised by professionals currently practicing under similar conditions in California. The absence of contamination on or beneath the property cannot be guaranteed by this report. GR! is not responsible for any contamination or hazardous material found on the property. No other warranty expressed or implied, is made. Respectfully submitted, GROUNDWATER RESOURCES, INC. I ~~ Timothy C. Reed Project Geologist February 13, 1990 ~!?~ State Registered Geologist #720 GROUNDWATER RESOURCES, INC. ~YSES SAMPLE õ .Q en Lab Field i .- E 'w ã) ~ ~ >- Q) oS! In. "0 HOLEABANDONME Hnu - , >- U; SOIL DESCRIPTION TPH :J: § CJ) P.I.D. I- 0 cj a.. z Õ u) I w ;.¡;; .&: ~ ppm ppm Q := , , , , ,', Cement ~, 7 ',' 0 7 8-1-5 SM SAND- med brn, silty, vtn-crs 5 sand, damp, no odor, no stn (till) 5 23 0 5 8-1-10 4 &N SAND- It brn, tr silt, vfn-vcrs sand, damp, no odor, no stn 0 8-1-1 5 SM SAND- mad brn, v silty, vfn-fn Compacted sand, abd mica, damp, iron oxide Cuttings stn, no odor 0 8-1-20 35 &N SAND- It brn, sitly, vtn-crs sand, damp, no odor, no stn 0 8-1-25 SP SAND- It brn, tn-crs sand, damp, no odor, no stn 32 0 8-1-30 SoN SAND- It brn, tn-vcrs wI ace tn gravel, damp, no odor, no stn 8-1-35 GN GRAVEL- It brn, tn-vcrs sand wI abd peb & cob, damp, no odor, no stn (no recovery) TD 40' No Recovery- Cobble Zone ~ -- SURFACE ELEVATION: 400 ft LOGGED BY: TCR TOT AL DEPTH: 40 ft SUPERVISED BY: RJY DATE DRILLED: 12·8·89 DIAMETER of BORINO: Eight Inch WATER ENCOUNTERED AT: none encounterec11 GROUNDWATER RESOURCES, INC. LOCATION: PLATE (805)835-7700 WEST SIDE TANK . CENTER 3 envl ronmentallgeotech nl cal services PROJECT NUMBER: 78029 LOG OF BORING B-1 page 1 at 1 ÞL _YSES SAMPLE Õ .c cD Lab Field I - E 'iij - Q) ~ ~ >- Q) .æ w "C Hnu - I HOLE ABANDONME >- en SOIL DESCRIPTION TPH :I: 0:: æ. P.I.D. I- ~ 0 Ù a. Õ en w ;¡¡; .J:: :i ppm ppm c == , , , , , , , , Cement , , , 4 , , , , 0 4 5 8-3-5 &N SAND- It brn, fn-crs sand, damp, no odor, no stn (fill) 3 44 0 3 8-3-10 4 &N SAND- It brn, fn-crs sand, damp, no odor, no stn (fill) 3 0 5 8-3-15 SAND·lt brn, med sand, damp, Compacted 4 SP Cuttings no odor,iron oxide stn 3 37 0 3 8-3-20 4 &N SAND-It brn, med-vcrs sand, damp, no odor, no stn 5 0 7 8-3-25 &N SAND·lt brn, med-vcrs sand, 8 damp, no odor, no 5tn 0 30 8-3-30 &N SAND- It brn, fn-vcrs wI abd fn TD 30' gravel, damp, no odor, no stn 50 SURFACE ELEVATION: 400 tt LOGGED BY: TCR TOTAL DEPTH: 30 ft SUPERVISED BY: RJY DATE DRILLED: 12-8-89 DIAMETER of BORING: Eight Inch WATER ENCOUNTERED AT: none encountered GROUNDWATER RESOURCES, INC. LOCATION: PLATE (80S}83S-7700 EAST SIDE TANK - CENTER 5 emilronmental/geotech nl cal services PROJECT NUMBER: 78029 . LOG OF BORING B-3 page 1 of 1 ..... - SAMPLE Õ .D c» i - E Field - ïi) j ~ ~ >- Q) /I) "0 HOLE ABANDON MEN Hnu - I SOIL DESCRIPTION :r: >- iii C) P.I.D. I- ~ 0 Ú a.. z Õ iii UJ ~ ..c: :i ppm ppm c == r ',' , , ,', Cement , , , 8 , , , , 0 5 1'- 3 8-2-5 SM SAND- mad brn. v silty,fn-med I sand. damp. no odor, no stn \ Compacted 4 \ Cuttings 35 0 4 8-2-10 4 SP SAND- It brn. vfn-fn sand. damp, no odor, no stn 10 I 45 0 8 8-2-15 I' 8 SM SAND- med brn, v silty vfn-fn TD 15' sand, abd mica. damp, iron oxide stn, no odor SURFACE ELEVATION: 400 ft LOGGED BY: TCR TOTAL DEPTH: 15 ft SUPERVISED BY: RJY DATE DRILLED: 12·8·89 DIAMETER of BORING: Eight Inch WATER ENCOUNTERED AT: none encountered GROUNDWATER RESOURCES, INC. LOCATION: PLATE (805)835-7700 WEST SIDE TANK . 5' SOUTH OF B· 4 envlronmental/geotech nl cat services PROJECT NUMBER: 78029 LOG OF BORING B·2 page 1 of 1 SAMPLE Õ .Q C) Field ! - E ëii - ( ) ~ I >- ( ) g In 1:J HOLE ABANDONMEN Hnu ft I >- en SOIL DESCRIPTION :I: C) P.J.D. l1: ~ ::¡ 0 ú z õ en w ;¡: ~ :i ppm ppm 0 == ~,~ ~ ~ , (Oil stained soil noted from 3' to 5') ~ ~ , ~ ~ 8 , ~ ~ , 0 8 ~ , , 8-4-5 9N SAND· dk brn, silty, fn·crs r . ~ , , 8 , , sand, damp, vtnt odor, no stn , , , Cement (No Recovery) ~ , 6 , ~ , , 39 6 ~ , 0 8-4-10 , 9N SAND· It brn, vfn-vcrs sand, , 7 , ~ , damp, no odor, no stn , ~ , , ~ , 3 , , , , 30 0 5 10 8-4-15 SP SAND· It bm, tn-moo sand, abd TD 15' mica, damp, no stn, no odor SURFACE ELEVATION: 400 ft LOGGED BY: TCR TOTAL DEPTH: 15 ft SUPERVISED BY: RJY DATE DRILLED: 12·8·89 DIAMETER of BORING: Eight Inch WATER ENCOUNTERED AT: none encountered GROUNDWATER RESOURCES. INC. LOCATION: PLATE (805)835-7700 EAST SIDE TANK· 8' NW OF B·3 6 envlronmental/geotech nl cal services co LOG OF BORING B-4 PROJECT NUMBER: 78029 page 1 of 1 ANi-\1.YSES SAMPLE õ i .0 C) Lab Field ..... E ëi) - ! ~ ~ >- Q) I/) "C Hnu , HOLE ABANDONME >- cñ SOIL DESCRIPTION TPH ~ a: C) P.I.D. ~ 0 c:i a.. Õ cñ UJ ~ .s::: ::i ppm ppm c :!: 4 r - 0 4 8-5-5 SM SAND- dk brn, vfn-fn sand, v silty r 8 damp, no odor, no stn 3 37 0 4 8-5-10 4 SoN SAND- It brn, vfn-crs sand, damp, no odor, no stn 14 0 12 8-5-15 SAND-It brn, vfn-vcrs sand, damp, 12 SoN Cement vfnt sweet odor, no stn 49 0 8-5-20 SoN SAND-It brn, vfn-vcrs sand, damp, vfnt sweet odor, no stn a 0 12 8-5-25 20 SoN SAN!;>-It brn, vfn-vcrs sand, damp, no odor, no sty¡ 40 0 8-5-30 SoN SAND- It brn, vfn-vcrs wI abd fn TD 30' gravel, damp, no odor, no stn SURFACE ELEVATION: 400 ft LOGGED BY: TCR TOTAL DEPTH: 30 ft SUPERVISED BY: RJY DATE DRILLED: 12·8-89 DIAMETER of BORING: Eight Inch WATER ENCOUNTERED AT: none encount!'treo1 GROUNDWATER RESOURCES, INC. LOCATION: PLATE (805)835-7700 EAST SIDE TANK . 5' SOUTH envlronmental/geotech nl cal services OF 8·3 7 PROJECT NUMBER: 78029 LOG OF BORING B·5 page 1 of 1 SAMPLE Õ ..0 C) Field I - E ëi) j ;i ~ >- Q) IJ -0 HOLE ABANDON MEN Hnu - ~ I ~ >- IJ SOIL DESCRIPTION C) P.I.D. ~ 0 Ù Q. Õ cÞ m w ~ .c ~ ppm ppm c :: , , , , , , I . , , Cement , , , 5 , , , 0 5 8-6·5 SP SAND· It brn, fn sand, damp, no- 4 odor, iron oxide stn Compacted 6 Cuttings 40 0 6 8-6·10 7 SP SAND- It brn, vfn-med sand, damp, mica, no òdor, no stn 4 28 0 7 8-6-15 SM SAND· It brn, vfn-med sand, mica, TO 15' 8 damp, iron oxide stn, no odor ~ SURFACE ELEVATION: 400 tt LOGGED BY: TCR TOTAL DEPTH: 15 ft SUPERVISED BY: RJY DATE DRILLED: 12-8-89 DIAMETER of BORING: Eight Inch WATER ENCOUNTERED AT: none encountered GROUNDWATER RESOURCES, INC. LOCATION: PLATE (805)835-7700 WEST SIDE TANK· 8' NW OF B·1 8 envl ro nmental/geotech nl ca I services PROJECT NUMBER: 78029 LOG OF BORING B·6 page 1 of 1 "---- ENVIRONMENTAL . . LABORATORIESJ INC. CHEMICAL ANALYSIS PETROLEUM J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROUNrWATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAIŒRSFIELD, CA 93389 Attn.: TI."'! REED . 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-1 Page 1 Sample Description: PROJECT #78029: B-I-I0 12/8/B9 @ 8:48 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Constituents Sample Results P.Q.L. Units Method Ref. Lead None Detected 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 23. 10. mg/kg 418.1 2 Regulatory Criteria STLC, mq/L TTLC, mg/kg Consti tue..'1ts Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) on an as received (wet) sample basis. Resul ts 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 detectable based on sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Total Threshold Limit Concentration REFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846 I July, 1982. BY (ß·j¡"7~œJ. Analysis of Water and Wastes". EPA-600. 14-79-020. J. j~ Eglirt ""- ENVIRONMENTAL . e LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 CHEMICAL ANALYSIS PETROLEUM G'iOUNI:WATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TI.?VI REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-2 Page 1 i Sample Description: PROJECT #78029: B-1-20 12/8/89 @ 8:59 I TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Consti tUe.I1ts Sample Results P.Q.L. Units Method. Ref._ Lead None Detected 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 35. 10. mg/kg 418.1 2 Constituents ReQulatory Criteria STLC, mq/L TTLC. mg/kg Lead 5.0 1000. Comme..'1t: All constituents reported above are in mg/kg (unless otherwise stated) I'n an as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appropriate techniques to determi.."1e total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . = Insufficient Sample N.D. LS. STLC T'I'LC = Soluble Threshold Limit Concentration = Total Threshold Limit Concentration P.EFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water a.'1d Wastes", EPA-600. 14-79-020. iN t (j ~"..L d E' '.' ~ . (/'. 9 · _- LABORATORIES, INC. ENV/RONMENTAL J. J. EGLIN, REG. CHEM. ENGR. CHEM/CAL ANALYS/S PETROLEUM 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROUNrWATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED' 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-4 Page 1 Sarrq;Üe Description: PROJECT #78029: B-2-10 12/8/89 @ 10:42 ! I TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Constituents Sample Results P.Q.L. Units Method Ref. Lead Nonè Detected 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 35. 10. mg/kg 418.1 2 Constituents Regulatory Criteria STLC, mg/L TI'LC, mq/kg Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) ..n. an as received (wet) sample basis. ReSul ts reported represent totals (TTLC) as sample subjected to appropriate techniques to deterw~ß total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of ~~lyte detectable based on sample size used and analytical technique employed. N.D. = NO~ß Detected (Constituent, if present, would be less than the method P.Q.L.). I.S. = Insufficient Sample STLC :::: Soluble Threshold Limit Concentration TILe = Total Threshold Limit Concel'1.tration REFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY tl- .r¡ - ,é¿~ {/ J.(/J. E~ I I I I i I I. . . LABORATORIES; INC. ENVIRONMENTAL 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327·4911 CHEMICAL ANALYSIS PETROLEUM J. J. EGLIN, REG. CHEM. ENGR. G~~OUNI:WATER RESOURCE INDUSTRIES P. o. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-5 Page 1 Sample Description: PROJECT #78029: B-2-15 12/8/89 @ 10:45 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Co&) Constituents Sample Results Method P.Q.L. Met.1wd Ref~ Units Total Petroleum Hydrocarbon mg/kg 418.1 2 45. 10. Constitue!:lts Regulatory Criteria STLC, mq/L TI'LC, mg/kg Comment: All constituents reported above are in mg/kg (unless otherwise stated) on an as received (wet) sample basis. Results reported represent totals (TILC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentratil ,n TTLC = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. FN I: fl- ¿:~;V . J1 Egl:it! ENVIRONMENTAL . ,. "- LABORATORIES, INC. CHEMICAL ANALYSIS ¡ I PETROLEUM J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 I ! GROUNI::WATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-6 Page 1 Sample Description: PROJECT #78029: B-3-10 12/8/89 @ 11::;2 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Met..n.od Consti tue..'1ts Sample Results P.Q.L. Units Metl'>.od Ref. Lead None Detected 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 44. 10. mg/kg . 418.1- 2 Constituents Regulatory Criteria STLC, mg/L TTLC, mg/k'.r Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) ¡ In an as received (wet) sample basis. Resul ts 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 detectable based on sample size used and analytical technique employed. N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.). I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. B'{ _ (J (J - '1-?-~~/ ~41. EgI' ---- . .- LABORATORIES, INC. ENVIRONMENTAL J. J. EGLIN, REG. CHEM. ENGR. CHEMICAL ANALYSIS PETROLEUM 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROUNI:WATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURI' BAKERSFIELD, CA 93389 Attn.: TLtv:I REED 835-7700 'Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9831-1 Page 1 ! . Sample Description: PROJECT #18029: B-3-20 12/8/89 @ 12; 03 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Consti tuel'lts Sample Results P.Q.L. Units Method Ref. Lead None Detected 2.5 mg/kg 6010 "" 1 Total Petroleum Hydrocarbon 37. 10. mg/kg 418.1 2 Regulatory Criteria STLC, mg/L TI'LC, mg/kq Consti tue.."lts Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) 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 detectable based on sample size used and analytical teclmique employed. N. D. :::: None Detected (Constituent, if present. would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Total Threshold Limit Concentration REFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2-¡) "Me~~~/C.hemiCal Analysis of Water and Wastes", EPA-600, 14-79-020. BY - [! - Cf?G~r/ -j -7 J. . Egl1Í? ~- . . ENVIRONMENTAL LABORATORIES, INC. CHEMICAL ANALYSIS PETROLEUM J. J. EGLIN, REG, CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROtJNrWATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-8 Page 1 Sample Description: PROJECT #78029: B-3-30 12/8/89 @ 12:17 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) \. Constituents Sample Results Method P.Q.L. Units Method Ref. Total Petroleum Hydrocarbon 30. 10. m;r/kg 418.1 2 Regulatory Criteria S-rr....c, mgjL TILC, mgjkq Constitue~ts Comment: All constituents reported above are in mg/kg (unless otherwise stated) on a.'1 as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appråpriate techniques to determirß total levels. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectabJ¡~ based on sample size used and analytical technique employed. N . D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Ir~ficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Total Threshold Limit Concentration REFERENCES: (1) "Test Methods for Evaluating Solid WaStes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. ~/1 t?/. BY _ - .'/- ~ ç?C.' / J. ri. Egl&i-~'" \ \ i I '. (, . ENVIRONMENTAL 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 CHEMICAL ANALYSIS LABORATORIESJ INC. PETROLEUM J. J. EGLIN. REG. CHEM. ENGR. GROUNrWATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-9 Page 1 Sample Description: PROJECT #78029: B-4-10 12/8/89 @ 11:?3 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Constituents Sample Results P.Q.L. Units Method Ref. Lead None Detected. 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 39. 10. mg/kg 418.1 2 Constituents Regulatory Criteria STLC, mg/L TI'LC, mq/I<., r Lead 5.0 1000. Comment: All constitue11ts reported above are in mg/kg (unless ot.~rwise stated) on an as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appropriate techniques to determine total leveJs. P.Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. N.D. = None Detected (Constituent, if present, would be less than the method P.Q.L.). I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TILC = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes" I SW 846 I July I 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY /r~ .(1- ,4(:~~J ; 'J. 3< Eglip :. . LABORATORIES, INC. ENVIRONMENTAL J. J. EGLIN, REG. CHEM. ENGR. CHEMICAL ANALYSIS PETROLEUM 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROUNI:WATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED· 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-10 Page 1 ¡ . Sample Description: PROJECT #78029: B-4-15 12/8/89 @ 11: ~1 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) ! ! . Constituents Sample Results Method P.Q.L. Units Met.'1od Ref. Total Petroleum Hydrocarbon 30. 10. mg!kg 418.1 2 Constituents Requlatory Criteria STLC, mq/L ITLC, mg/kg Comment: All constituents reported abOve are in mg!kg (unless otherwise stated) 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 detectable based on sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less thar1 the method P. Q. L. ) . I.S. = Insufficient Sample STLC :::: Soluble Threshold Limit Concentratil In TILC :::: Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY r; {I-ç¿~~/ -æ ¡/. Egl~.tl · e ENVIRONMENTAL LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 CHEMICAL ANALYSIS PETROLEUM Gf{OtJNI:MATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-11 Page 1 Sample Description: PROJECT #78029: B-5-10 12/8/89 @ 12:43 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Constituents Sample Results P.Q.L. Units Method Ref... Lead None Detected 2.5 mg!kg 6010 1 Total Petroleum Hydrocarbon 37. 10. mg/kg 418.1 ? Constituents Requlatory Criteria STLC, mq/L TTLC, mg/~ .l Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otheIWise stated) <In an as received (wet) sample basis. Resul ts 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 detectable based on sample size used and analytical technique employed. N. D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. :::: Insufficient Sample .STLC = Soluble Thresholq Limit Concentration Tl'LC = Total Threshold Limit Concentration REFERENCES : (I) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY rJe fJ - ¿;t.;.; J.0. EgJ{(n ENVIRONMENTAL . - LABORATORIES, INC. CHEMICAL ANALYSIS PETROLEUM J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., . BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 G~,OUNJßlATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-12 Page 1 i *. Sample Description: PROJECT #78029: B-5-20 12/8/89 @ 13:03 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method Constituents Sample Results P.Q.L. Units . Method M·_ Lead None Detected 3.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 49. 10. mg/kg 418.1 2 Constituents Regulatory Criteria STLC, mg/L 'ITLC, mg/1 '1 Lead 5.0 1000. Comnient: All constituents reported above are in mg/kg (unless otherwise stated) ¡ ,11. a.>1 as received (wet) sample basis. Resul ts reported represent totals (TTLC) as sample subjected to appropriate techniques to determine total levels. P.Q.L. = PTactical Quantitation Limit (refers to the least amount of analyte detectable based on sample size used and analytical technique employed. N. D. :::: None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Total Threshold Limit Concentration REFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. /J (J ff" .If'" . BY ~ -~.. - -<:Çí'1..-·i-d 7'Z -.// ¡:;o 1- ...'/ v.J. ..4rf.: ....g ~ . . ENVIRONMENTAL LABORATORIES, INC. CHEMICAL ANALYSIS PETROLEUM J. J. EGL.IN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 (.¡'{OUNJ:::WATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-13 Page 1 Sample Description: PROJECT #78029: B-5-30 12/8/89 @ 13:20 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Constituents Sample Results Method P.Q.L. Units Method Ref. Total Petroleum Hydrocarbon 40. 10. mg/kg 418.1 2 Constituents ~~latory Criteria STLC, mq/L TTLC, mg/kg Comment: All constituents reported above are in mg/kg (unless otherwise stated) on an as received (wet) sample basis. Resul ts 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 detectabl,~ based on sample size used and analytical technique employed. N . D. = None Detected (Constituent, if present, would be less than the method P. Q. L. ) . I.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentratiun TI'LC = Total Threshold Limit Concentration RE...~CES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. /J /1 e../:. BY ¿{ V -.(.c· _(/1./ í J. c/o Egl# . . ENVIRONMENTAL LABORATORIES, INC. J. J. EGLIN, REG. CHEM. ENGR. 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 CHEMICAL ANALYSIS PETROLEUM I I G..-qO~TER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-14 Page 1 Sample Description: PROJECT #78029: B-6-10 12/8/89 @ 14: ::8 TOTAL CONTAMINANTS (Title 22, Article II, California Administrative Code) Method COl"'.stituents Sample Results P.Q.L. Units Method Ref. Lead None Detected 2.5 mg/kg 6010 1 Total Petroleum Hydrocarbon 28. 10. mg/kg 418.1 2 COl"'.sti tuents Regulatory Criteria STLC, mq/L TTLC, 1Ib.-,::, '\ ~¡ Lead 5.0 1000. Comment: All constituents reported above are in mg/kg (unless otherwise stated) . if1 an as received (wet) sample basis. Results reported represent totals (TTLC) as sample subjected to appropriate techniques to determL~ total levels. ?Q.L. = Practical Quantitation Limit (refers to the least amount of analyte detectable æ,-.·,"1 on sample size used and analytical technique employed. N.!). = None Detected (Constituent, if present, would "be less than the method P.Q.L.). !.S. = Insufficient Sample STLC = Soluble Threshold Limit Concentration TTLC = Tot~~~esholdLmitC~centr~ion REFERENCES: (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods Jor ~ical Analysis of Water and Wastes", EPA-600, 14-79-020.. BY R-.7 - <?~ (6. j? Egli!? . , \ . LABORATORIES, INC. ENVIRONMENTAL J. J. EGLIN, REG. CHEM. ENGR. CHEMICAL ANALrSIS PETROLEUM 4100 PIERCE RD., BAKERSFIELD, CALIFORNIA 93308 PHONE 327-4911 GROUNæATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn.: TIM REED 835-7700 Date Reported: 12/26/89 Date Received: 12/08/89 Laboratory No.: 9837-15 Page 1 Sample Description: PROJECT #78029: B-6-15 12/8/89 @ 14:31 'l'O'1.'AL CONTAMINANTS (Title 22, Article II, California Administrative Code) Constituents Sa~le Results Method P.Q.L. Units Method Ref' Total Petroleum Hydrocarbon 34. 10. mg/kg 418.1 2 Constituents Requlatory Criteria STLC, mq/L Tl'LC, mg/kq Conunent: All constituents reported above are i..'1. mg/kg (unless otÞ.erwise stated) 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 detectable based on sample size used and analytical technique employed. = None Detected (Constituent, if present, would be less than the met.~ P. Q. L. ) . = Insufficient Sample N.D: 1.S. STLC TILC = Soluble Threshold Limit Concentration = Total Threshold Limit Concentration REFERENCES : (1) "Test Methods for Evaluating Solid Wastes", SW 846, July, 1982. (2) "Methods for Chemical Analysis of Water and Wastes", EPA-600, 14-79-020. BY ¡ }1 -($~.:.I . . .]) Eg 1 iI") ~ ...... ·.-: E/iVI/fOIiIlENTAL . ___ __, .J..~ ......ur..t.orle~ LABORATORIES. INC. J. ". fGLlN. REO. CHEM. ¡HGR. 4100 PIERCE AD., PAKERSFIELD, CALIFORNIA 93308 92 CHEll/CAt ANAL rsJS PHONE 327·4911 I'fTIWLEIJII GROUNDWATER RESOURCE INDUSTRIES P. O. BOX 9383 5400 ALDRIN COURT BAKERSFIELD, CA 93389 Attn. 1 TIK REED 835-7700 Date R.portedl 02/14/90 Date Received: 02/05/90 LaÞorAtory No.: 1067-1 hge 1 sample Descriptionl PROJECT 1780291 GS-1 Ø-4, 2/5/90 @ lS~13, SAMPLE COLLRCTED BY: ~IM REED I ¡ ¡ TOTAL CONTAMINANTS (Title 22, Article II, CaliforniA Administrative Code) Method Constituent, Bamøle Results ~.O.L. Vnitø Method futL. Lead 1.49 2.5 lng/kg 6010 1 Total Petroleum Hydrocarbon 6253. 10. mq/kg 418.1 2 Constituents ~eQulatorv Crlteri~ STLC( maIL TTLC, mg/kg Lead 5.0 1000. 0 P.O.L. · All constituents reported above are in lng/kg (unless otherwise stated) on an as received (Wðt) sample baaie. ReBults reported repreBBnt totals (TTLC) &8 sample subjected to appropriate techniquBB to de~ermine total levels. Practical Ouantitation Limit (refer» to the leael amount of analyte detectable based on sample ølze u8ed and analytical technique employed. Hone Detected (Constituent, if present, would be leso than the method P.Q.L.). Insufficient SAmple Comment I N.D~ · 1.s. · STLC · Soluble ~hr8ahold Limit Concentration TTLC - Total Threehold J..imlt Concentration REFERENCJtS : (1) ftTeBt Kethods for Evaluating Solid Waøteøh, SW 846, July, 1982. (2) -Methode or Chemical Analysis of Water and Waøteø", EPA-600, 14-79-020. BY i / '\ groundwater resources, inc. ,.,...-"., CHAI N OF CUSTODY RECORD --' r ' 540Õ Â 1 dÌ"in 'Coúrí- t Bakersf1eld, Ca11fornia 93313' ~ Telephone: (805) 835-77DO . ~ Tele-Fax: (805) 835-7717 r I , LAB DESTINATION: PROJECT NUMBER:_L~Q17__;- PROJECT CO NT ACT: '1JPI t?{£~ Be ¿Ms P .0. N UM BE R_.J..~~Q_______ SAM~):llgnature) Zl-- oc. J(~iJ /~ 'l~__ I--W COUNTY: -u OW LAB SAM P L E za:: ANAL VSI S SAM P l E CONTAINER Oz NUMBER NUMBER DATE TIME SAMPLE LOCATION uo REQUESTED TYPE TYPE Cì';">?ì-( ß-/-/ù JZ~9·?7 8:1./ ~ cIA l!/ 'I. ) f tEfA- ?It;) (úrAf\ ì $v/L- ß.f It-J..f , ./ <J ß-J~20 g>:~'j . 'I'E, I ~~' t.£l\!J ~-:2, IJ -/~]D '1:/0 'II f I' otJ£"1 -4 ß-2.-/O /û:L{~ t{I~, I ~. LDk) -t:) ß -¿-IS- ID:tf.:) ljlrg, I 01.1"'1 //:S l. q/f.1 ,. -{, ß -3 -10 ~ l6AO . -7 ß-J-lO IL :D.J 'I . , -~ fR-J - 30 It:17 tj, Y.J o IJL.1 -1 Iß~- 10 /1 :23 lIlf.1 ~ lCAQ i -/6 ß-'-I-IS II :l7 '/f.1 D¡.Jc..1 -If ß-S .10 /2: Lf J 41g'.1 ~. (t!:AO -/ :J- E-S-,.Z.O /3 .'D3 . II -I;), ß-S'-JO 13:2.0 41t{, / j)JJ'1 SPECIAL INSTRUCTIONS:______________________________________________________________________ e . PO S SIB L E 5 AM PL E H AZ ARDS :_____________________________________________________________._____ RelInquished by/J: ~¿,___ Date/Time: It-f-;;!.'!!! Received by: Ä~t fJ"kk- Date/Tlme: 1'2/" 'L'-HpM i- Re 1 i nqu1 shed by: Date/T1me: Rece1ved by: Date/T1me: Relinquished by: Relinquished by: -CR (Rev. 10/89) Date/T1me: Rece 1ved by: Date/Time: ---- Date/T1me: ___ Received by: WHITE: LABORATORY PINK: JOB FILE YELLOW: SAMPLE LOG Date/Time: - , \ ~.; \.~-.:,,~, _;:.. '..:;.. ..:_ ::~"';:-' :.i";':!~ ~'..::: ':--h.¡...;!- 1.~t. . . .I~." .-::{.':.rl:-'!"'"l':-.:' ;~~1... . ..,:....-~.~-.,. .. .. . ,...:;:- " groundwater resources) 1 nc. ,.,., CHAI N OF CUSTODY RECORD 5400 AldrIn Court Bakersfield, Ca1ffornfa 935 J 3 Telephone: (805) 835-7700 Tele-Fax: (805) 835-7717 I' LAB DESTI NA TlON: PROJECT NUMBER:.7J!'l.1____ . -71H «CEO PROJECT CONTACT: f3C P.O. NUMBER__________ SA~~~~.re) Zt- oc. K¿-¡V -- /..A- . t-UJ COUNTY: -u CUJ lAB SAM P L E za: ANALYSIS SAM P l E CONT A'I NER ~~ ~-s-"' Oz NUMBER NUMBER TIME SAMPLE LOCATION Wo REQUESTED TYPE TYPE - 65-/ .'- -' I~:IJ ß4 t¡' 16./ i /èJ1h, /j~'J .<OJl.. t'4tLf 161, I , '1 ') , . . .' I . .,) r' SPECIAL INSTRUCTIONS: P~SS I BlE SAMPLE HAZARDS: 1. RelInquIshed by:&M- 1. RelInquIshed by: 1. RelInquIshed by: 1. RelInquIshed by: CCR (Rev. I n/A9) Date/TIme: ZS-~'v/ ReceIved bydo ""'" rrYJ" C..J..;¿:, DatelTtme: '¡''/:!O t..6.ð Date/TIme: . ReceIved by:· Date/TIme: Date/TIme: ReceIved by: Date/TIme: ReceIved by: Date/T1me: Date/TIme: VII-IITE: LABORATnpy PINK'·. f()R ~I! ~ vrrr ()W· SAMPI ~! ()(; I f\ · I ~roundwater ·resources inc. . ¡ - i \ SAM P L I N G PRO Toe 0 L r-\ groundwater resources inc. WJì' , . \.. TEST BORING PROCEDURES I. Soil Sampling Protocol The fo 11 owi ng are procedures for soi 1 samp 1 i ng ope rat ions ut i 1 i zing the hollow stem auger drilling technique. A. Hollow Stem Auger 1. Soil borings drilled by the hollow stem auger utilize continuous flight hollow stem augers. i ! - 2. Augers, samplers and all downhole equipment are steam cleaned prior to use. In the field steam cleaning is done betwe~n borings to minimize the potential for cross-contamination. 3. A G.R.I. geologist observes the work, visually logs the soils, and collects samples at appropriate intervals. 4. The Unified Soils Classification System is utilized to classify soi 1 s encountered. Add it i ona 1 geological observations are noted as appropriate. 5. Soil samples destined for laboratory analysis are co 11 ected by a mod if i ed Cali forn i a Sp 1 it Spoon. This sampler uses three, six inch long, by two and one-half inch diameter (o.d.) tubes. Various tubes can be uti 1 i zed to accommodate the type of analysis necessary: Brass All organics and general analyses (not to be used for copper or zinc analysis) Stainless Steel All organics and metals analyses for copper and zinc (not to be used for chrome or nickel analyses) Plastic All metals analyses (not to be used for organics) í\ groundwater resources inc. .,-v . . TEST BORING PROCEDURES (conti nued)' 6. The tubes are cleaned and prepared in the G. R . I . laboratory. Tubes are scrubbed, inside and outside, with a brush ,and TSP, rinsed, dried, and packed in clean containers with seals. Tubes are del ivered to the drilling site in these closed containers to preserve the state of cleanliness. 7. After the sample(s) have been removed from the sampler, the sampler is completely disassembled and scrubbed in TSP and tap water. It is then rinsed in clean tapwater and reassembled with three clean tubes. 8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused. 9. The sampler is driven by a 140 pound hammer with a 30 inch free fall. Blow counts are recorded as number of blows per inch of drive. 10. The samp 1 er is dri ven 18 inches at each samp 1 i ng interval. The first (or lowest) tube is generally retained as the sample for analysis. The other two tubes are retained for back-up or split samples. 11. A sand catcher is used in the sampler where loose soils are anticipated. This will prevent the soil from falling out of the sampler. 12. After retrieval, the sample is visually logged and immediately sealed with aluminum foil lined caps, labeled, and chilled. Clean ice chests and chemical ice ("blue ice") are used to keep the samples cold until delivered to the chemical laboratory. Teflon seals are also available for field samples. 13. Samp 1 es are de 1 i vered to the 1 aboratory the same day they are taken, if phys i ca 11 y poss i b 1 e. If the samples must be held until the next day, they are kept frozen in a secure freezer at the G.R.I. facility. 14. Sample control is maintained by a Chain of Custody form which accompanies the sample. The form documents the time, date, and responsible person during each step in the transportation process. r-\ groundwater resources inc. .,-v e ~ . I MONITORING WELL SAMPLING PROTOCOL I . I II. Groundwater Sampling \ A. All equipment that is used in a monitoring well for purg i ng, samp 1 i ng, or depth measurement is decontami nated by steam cleaning or a TSP wash and rinse procedure prior to use and before re-using when more than ohe sample is .' co 11 ected . B. Purge Volume Determination The following procedure is followed to determine the appropriate purging volume prior to well sampling. 1 . The depth-to-water is measured by a clean, electric level indicator. Measurement datum is the top of well protector. 2. Depth to the bottom of the well is measured by a clean tape and plumb bob. If possible, this is compared to the well construction log to determine i ncons i stenc i es, i. e. damaged cas i ng, sed i ment in casing, etc. 3. Water volume is calculated by using the total water depth and the inside diameter of the casing. C. Well Purging and Sampling 1. Prior to sampling, a minimum of three to five well volumes are purged from. each well to ensure that water sampled is representative of the groundwater within the formation. 2. Measurements of pH, conduct i vi ty and temperature are taken at frequent intervals during the purge. Stabilization of these values indicates that representative formation fluids are being removed from the well. 3. In' the event that the well is pumped dry, and alternate procedure will be followed. Once a well is pumped dry, the water that enters the well during recovery is, by def in; t; on, representat; ve format ion water. The well will, therefore, be pumped dry and allowed to recover to 80% or more of the original water 1 eve 1 . I~~ I ~oundwater resources Inc. , . MONITORING WELL SAMPLING PROTOCOL (continued) I· ¡ I 4. Purge water is pumped directly into barrels on site until the proper method of disposal is determined. 5. Samples are pumped or poured from a bai ler into sampling bottles prepared by a state certified laboratory contracted for the particular job and placed in refrigerated coolers for transport to the laboratory. 6. Samples are delivered by courier, directly to·the 1 ab on the same day of samp 1 i ng, whenever pract i ca 1 . If next day delivery is necessary, the samples are kept refrigerated at 4 degrees Celsius overnight and delivered to the laboratory the following morning. þ 7. Samples are accompanied by a Chain of Custody form which documents the time, date and responsible person during each step of the transportation process. a. The G. R. 1. coded sample numbering system all ows identification of sample and client to G.R.I., while not revealing the client to anyone else. 'I· ~ ./\ .' I groundwater resources inc. , ."" I I I I ·a..... '" I ! i SAM P L I N G PRO Toe 0 L 1\ ." groundw.ater resources inc. WJï . "\ . TEST BORING PROCEDURES I. Soil Sampling Protocol The following are procedures for soil sampling operations utilizing the hollow stem auger drilling technique. : A. Hollow Stem Auger 1. Soil borings drilled by the hollow stem auger utilize continuous flight hollow stem augers. 2. Augers, samplers and all downhole equipment are steam cleaned prior to use. In the field steam cleaning is done between borings to minimize the potential for cross-contamination. 3. A G.R.I. geologist observes the work, visually logs the soils, and collects samples at appropriate intervals. 4. The Unified Soils Classification System is utilized to classify soi ls encountered. Additional geological observations are noted as appropriate. 5. Soil samples destined for laboratory analysis are collected by a modified California Split Spoon. This sampler uses three, six inch long, by two and one-half inch diameter (o.d.) tubes. Varibus tubes can be uti 1 i zed to accommodate the type of analysis necessary: Brass All organics and general analyses (not to be used for copper or zinc analysis) Stainless Steel A 11 organ i cs and meta 1 sana 1 yses for copper and zinc (not to be used for chrome or nickel analyses) Plastic All metals analyses (not to be used for organics) r .' " 1\ . i groundw~ter resources inc. IWJV i j . \ . TEST BORING PROCEDURES (continued) 6. The tubes are cleaned and prepared in the G.R. I. laboratory. Tubes are scrubbed, inside and outside, with a brush and TSP, rinsed, dried, and packed in clean containers with seals. Tubes are del ivered to the drilling site in these closed containers to preserve the state of cleanliness. 7. After the sample(s) have been removed from the sampler, the sampler is completely disassembled and scrubbed in TSP and tap water. It is then rinsed in clean tapwater and reassembled with three clean tubes. 8. Dirty tubes are field washed in TSP solution, rinsed with water, and reused. 9. The sampler is driven by a 140 pound hammer with a 30 inch free fall. Blow counts are recorded as number of blows per inch of drive. 10. The sampler is driven 18 inches at each sampling interval. The first (or lowest) tube is generally retained as the sample for analysis. The other two tubes are retained for back-up or split samples. 11. A sand catcher is used in the sampler where loose soils are anticipated. This will prevent the soil from falling out of the sampler. 12. After retrieval, the sample is visually logged and immediately sealed with aluminum foi 1 1 ined caps, labeled, and chilled. Clean ice chests and chemical ice ("blue ice") are used to keep the samples cold until delivered to the chemical laboratory. Teflon seals are also available for field samples. 13. Samples are delivered to the laboratory the same day they are taken, if phys i ca 11 y poss i b 1 e. If the samples must be held until the next day, they are kept frozen in a secure freezer at the G.R.I. facility. 14. Sample control is maintained by a Chain of Custody form which accompanies the sample. The form documents the time, date, and respons i b 1 e person during each step in the transportation process. \ .; r--\ . [ ground~ater resources inc. WJV I . .. MONITORING WELL SAMPLING PROTOCOL II. Groundwater Sampling A. All equipment that is used in a monitoring well for purging, sampl ing, or depth measurement is decontaminated by steam cleaning or a TSP wash and rinse procedure prior to use and before re-using when more than one sample is collected. i I I· B. Purge Volume Determination The following procedure is followed to determine the appropriate purging volume prior to well sampling. 1 . The depth-to-water is measured by a clean, electric level indicator. Measurement datum is the top of well protector. 2. Depth to the bottom of the well is measured by a clean tape and plumb bob. If poss i b 1 e , th i s is compared to the well construction log to determine inconsistencies, i.e. damaged casing, sediment in casing, etc. 3. Water volume is calculated by using the total water depth and the inside diameter of the casing. c. Well Purging and Sampling 1. Prior to sampling, a minimum of three to five well volumes are purged from each well to ensure that water sampled is representative of the groundwater within the formation. 2. Meas\,.lrements of pH, conduct i vi ty and temperature are taken at frequent intervals during the purge. Stabilization of these values indicates that representative formation fluids are being removed from the well. <::. 3. In the event that the we 11 is pumped dry, and alternate procedure will be followed. Once a well is pumped dry, the water that enters the well during recovery is, by def in it ion, representative formation water. The well will, therefore, be pumped dry and allowed to recover to 80% or more of the original water level. In" ¡ groundvvaterresources inc. : Wfì' I I ; . i I J.'~' -, ,~ ...., -- MONITORING WELL SAMPLING PROTOCOL (continued) 4. Purge water is pumped directly into barrels on site until the proper method of disposal is determined. 5. Samples are pumped or poured from a bai ler into sampling bottles prepared by a state certified laboratory contracted for the particular job and placed in refrigerated coolers for transport to the laboratory. 6. Samples are delivered by courier, directly to the 1 ab on the same day of samp 1 i ng, whenever pract i ca 1 . If next day delivery is necessary, the samples are kept refrigerated at 4 degrees Celsius overnight and delivered to the laboratory the following morning. 7. Samples are accompanied by a Chain of Custody form which documents the time, date and responsible person during each step of the transportation process. 8. The G.R.I. coded sample numbering system allows identification of sample and client to G.R.I., while not revealing the client to anyone else.