Loading...
HomeMy WebLinkAbout4800 WHITE LN_UST SITE ASSESMENT 2008--HA.ZA _ OUS MATERIALS 'ISION _l Z6 1 0. 1 1 TIME CHARGED BUSINESS/DEAPRTMENT NAME: �� � E:aQ—d< ADDRESS: AX00 L.i/,t, f c- e- • PROJECT. DESCRIP'T`ION: UST 51-F6 AssE!�s/'lc— JT- PROJECT NUMBER: DATE: NAME: )�ul� al L,) �T 0 TIME CHGD: COMMENTS: 4- hr 12eVt ten/ / scl�Ressessmtn�- I`e([�[ 2- 1%.,- `Zw,e,j �ZGSV�Ty ¢ ISSvr CloSurG LGtkr 20 PROJFCT C OMPLFTiON: DATE: October 22, 2008 '00000, idlllf� "W B E R S F I D E Mr. John Stuart, Jr. FIRE � R E 1, Stuart's Petroleum Company 11 East 0 Street Afto�Bakersfield, CA 93307 RE: Fast Break Mobil Service Station at 4800 White Lane in Bakersfield, CA Dear Mr. Stuart, Ronald J. Froze This is to inform you that this department has reviewed the results of the Baseline Environmental Assessment Report, dated March 6, 2008, prepared by Vastec Fire Chief Environmental Infrastructure and Restoration (VEIR) for the above referenced site. i Gary Hutton Based upon the information provided, this department has determined that Tyler Hartley appropriate actions have been completed, and that at this time, no further investigation, Douglas Greener remedial or removal action or monitoring is required at the site. Deputy Chiefs Nothing in this determination shall constitute or be construed as a satisfaction or release from liability for any conditions or claims arising as a result of past, current, or future operations at this location. Nothing in this determination is intended or shall be i construed to limit the rights of any parties with respect to claims arising out of or relating to deposit or disposal at any other location of substances removed from the site. Nothing in this determination is intended or shall be construed to limit or preclude the Regional HOWARD H. WINES, III Water Quality Control Board or any other agency from taking any further enforcement DIRECTOR ! actions. PREVENTION SERVICES This letter does not relieve the parties involved of any responsibilities mandated 1501 Truxtun Ave., 1s` Floor under the California Health and Safety Code and California Water Code if existing, Bakersfield, CA 93301 additional, or previously unidentified contamination at the site causes or threatens to VOICE: (661) 326 - 397 FAX: (661) 852 -2171 1 cause pollution or nuisance or is found to pose a threat to public health or water quality. i If you have any questions regarding this matter, please contact me at (661) 326- 3659. Sincerely, Howard H. Wines, III Director of Prevention Services Professional Geologist No. 7239 cc: M. Magargee, VEIR March 6, 2008 Mr. John Stuart, Jr. Stuarts' Petroleum Company 11 East 4th Street Bakersfield, California 93307 BASELINE ENVIRONMENTAL ASSESSMENT REPORT FOR THE FAST BREAK MOBIL SERVICE STATION, 4800 WHITE LANE, BAKERSFIELD, CALIFORNIA Dear Mr. Stuart: Veir is pleased to present the following Baseline Environmental Assessment (BEA) Report for the above - referenced site. CSE advanced six soil borings adjacent to the USTs and dispensers and analyze soil samples for gasoline and diesel hydrocarbons during this environmental assessment. The BEA was performed in association with Stuarts' Petroleum Company vacating the lease on the property. The BEA is intended to establish baseline environmental conditions to satisfy the due diligence requirements for eligibility to seek reimbursement as a B Class claimant from the SWRCB /UST Cleanup Fund (USTCF) for any potential investigation and/or cleanup cost that may be required by the Bakersfield Fire Department Hazardous Materials Division (BFDHMD). SITE DESCRIPTION The Fast Break Mobil Service Station is located at 4800 White Lane, Suite O, Bakersfield, Kern County, California (see Figure 1 — Site Location Map). The site is located in southwest quarter of the northwest quarter of Section 14, Township 30 South, Range 27 East, Mount Diablo Base and Meridian. The site is zoned C -2 for medium commercial use by the City of Bakersfield Planning Department. Commercial businesses flank White Lane and Stine Road. The site is developed with the market building and the retail vehicle fueling facilities (see Figure 2 - Plot Plan). The service station was constructed in 1984 with four 10,000 - gallon single - walled steel underground storage tanks (USTs), with three of the USTs used to store gasoline and fourth UST used to store diesel fuel. The USTs were upgraded with lining and cathodic protection in 9998. There are six dispensers on two islands that are connected to the USTs with single walled fiberglass product piping. There have been no reported petroleum releases from the fueling facilities. Vestech EnvironmentaClnfrastructure and Wpstoration 4560 CaCfornia Avenue, Suite 110, Bakersfield, Caffornia 93309 (661 j 631 -VEI1R (8347 oo Eay� (661 ) 631 -8007 J Mr. John Stuart, Jr. Stuarts' Petroleum Company March 6, 2008 - Page 2 The responsible party (RP) is Stuarts' Petroleum Company (Stuarts'). The RP contact is Mr. John Stuart, Jr., 11 East 4th Street, Bakersfield, California, 93307, (661) 325 -6320. The property owner is Stine and White Properties. The property owner contact is Mr. Clyde Barbeau, 5001 Califomia Avenue, Suite 100, Bakersfield, California, 93309, (661) 323 -1996. The consultant contact is Mr. Mark R. Magargee, Veir, 4560 California Avenue, Suite 110, Bakersfield, California, 93309, (661) 631 -8347. The regulatory agency contact is Mr. Howard Wines III, Bakersfield Fire Department Hazardous Materials Division, 1501 Truxtun Avenue, Bakersfield, California 93301, (661) 326 -3979. BACKGROUND SITE GEOLOGY AND HYDROGEOLOGY Site climate is typical of the southern San Joaquin Valley with hot summers and mild winters, accented with periods of Tule fog in the winter. The prevailing wind direction is from the northwest 58 percent of the time, at an average wind. speed of 5 to 11 mph at Meadows Field Airport in Bakersfield, California. The average annual rainfall at the site is approximately 6.5 inches, as is displayed on annual precipitation map from the Kern County Department of Public Works ( KCDPW). Most of the precipitation is received during the winter months from December through March. Isohyetal maps obtained from the KCDPW Floodplain Management Department indicate that the 100 -year, 24 -hour, maximum precipitation is 4 inches. Evaporation is in excess of 80 inches per year, and the thickness of the moisture - deficient zone is in excess of 50 feet. The site is located approximately three miles south of the current channel of the Kern River and is not located within the limits of the either the 100 or 500 -year flood plain of the Kern River. The site is located at an elevation of 370 feet above MSL, and the topography slopes to the southwest, toward Buena Vista Lake (see Figure 1). The subject site is located on the eastern flank of the San Joaquin Valley and west of the southern Siena Nevada. The surface of the San Joaquin Valley is composed primarily of unconsolidated Pleistocene (1.6 million to 11,000 years ago) and Recent (11,000 years ago to the present) alluvial sediments. Beneath the alluvial sediments are older, predominantly lake -bed deposits. These lie unconformably on Mio- Pliocene marine sediments, which extend to a crystalline basement at a depth of approximately 50,000 feet below grade (fbg). At the subject site, surface deposits consist of Quaternary (recent) unconsolidated alluvium overlying Quaternary (Pleistocene) nonmarine sediments. Geologic deposits in the study area include Pleistocene alluvial sediments that form a homocline dipping gently to the southwest. The deposits are alluvium consisting of indurated and dissected fan deposits (California Division of Mines and Geology, 1965, Geologic Map of California, Bakersfield Sheet). The alluvium consists of silty sands and fine- grained to coarse - grained sands, with intervals of finer grained, sandy silts and minor development of clay overbank deposits. Surface soils are classified by the Soils Conservation Services as Chanac loam with moderate permeability. Mr. John Stuart, Jr. Stuarts' Petroleum Company March 6, 2008 - Page 3 The site is located in the southern portion of the San Joaquin Valley, with the Sierra Nevada Mountains 10 miles to the east, the San Emigdio Mountains 30 miles to the south, and the Temblor Mountains 40 miles to the west. In the region of the Stockdale Oil Field, the Tertiary, sedimentary sequence from top to bottom is non - marine Quaternary and Pleistocene Kern River Formation alluvium, marine Pliocene San Joaquin and Etchegoin formations, marine Upper Miocene Reef Ridge Formation, marine Middle Miocene Fruitvale Formation, marine Lower Miocene Round Mountain, Olcese, and Freeman -Jewett formations, marine Oligocene Vedder Formation, and marine Eocene Tumey and Kreyenhagen formations. The subject site is in an area of extensive plio - pleistocene faulting. These include the San Andreas Fault, 50 miles to the west. Oil is produced in faulted traps within the Stockdale Oil Field. The site is located in the southern portion of the Great Valley geomorphic province. The Great Valley is a north - south - trending valley, approximately 400 miles long by 50 miles wide, the southern portion of which is known as the San Joaquin Valley. Surface water and groundwater in the San Joaquin Valley are derived predominantly from the Sierra Nevada to the east and are transported by five major rivers, the closest to the site being the Kern River. The Kern River is located approximately three miles north of the site. The depth to the regional, unconfined aquifer is in excess of 200 fbg, and the groundwater gradient is to the southwest, toward Buena Vista Lake (Kern County Water Agency (KCWA), 2005, 2000 Water Supply Report, February 2005). Perched groundwater at depths as shallow as 20 fbg is known to be present flanking the current course of the Kern River, three miles north of the site, but is not known to extend to the site (KCWA, 2003). No water wells are located on the site. There are several municipal water supply wells within a mile of the site, including a municipal water well located less than 1,000 feet from the site. The groundwater is considered to be potable and suitable for beneficial uses. PREVIOUS WORK The service station was constructed in 1984 with four 10,000 - gallon single - walled steel USTs, with three of the USTs used to store gasoline and fourth UST used to store diesel fuel. There are six dispensers on two islands that are connected to the USTs with single walled fiberglass product piping. The dispensers at the east and west ends of the north and south islands are gasoline multiple product dispensers (MPDs) and the dispensers at the center of the north and south islands are diesel single product dispensers (SPDs) (see Figure 2). The fueling facilities are operated under permit with the BFDHMD. The USTs were upgraded with lining and cathodic protection in 1998. There have been no reported petroleum releases from the fueling facilities. There are no records of any previous subsurface investigations at the site (see Attachment 1 for a Summary of Previous Work). J Mr. John Stuart, Jr. Stuarts' Petroleum Company March 6, 2008 - Page 4 BASELINE ENVIRONMENTAL ASSESSMENT Prior to performing the BEA, Central Sierra Environmental, LLC, (CSE) prepared a BEA Work Plan, dated January 21, 2008, which described the methodologies to be used to conduct a BEA at the subject site. CSE' proposed to drill six soil borings (B -1 through B-6) and analyze selected soil samples for TPH as gasoline, TPH as diesel, BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2 -DCA, and ethanol. Prior to any intrusive methods being conducted at the site, Dig Alert was utilized to map out the underground structures. Based on the clearances obtained, CSE sited the soil borings in safe locations. SOIL INVESTIGATION AND SAMPLING RESULTS On January 29, 2008, CSE drilled soil borings B -1 through B-6 to a maximum depth of 30 fbg. Two soil borings (B -1 and B -2) were adjacent to the northwest and southeast ends of the fuel tank cluster and six soil borings (B -3 through B -8) will be drilled to 10 fbg adjacent to the four gasoline MPDs and two diesel SPDs (see Figure 2 for the soil boring locations). The soil borings were drilled using a Mobile""" B -53, hollow -stem auger drill rig, operated by Melton Drilling Company of Bakersfield, California. Soil samples were collected at 5 -foot intervals. During the drilling process, soil cuttings, as well as each soil sample, were field- screened for VOCs using a PID calibrated to 100 ppmv isobutylene, and observations were made for the visual identification of any soil staining or discoloration (see Attachment 2 for the Soil Boring and Sampling Procedures). Soils were classified according to the Unified Soil Classification System by an experienced environmental geologist under the direct supervision of a State of California registered geologist, and all data will be recorded on logs of exploratory borings (see Attachment 3 for the Logs of Exploratory Borings). Soil samples were wrapped in TeflonTm, followed by close- fitting plastic caps, and held at a temperature of 4 °C while in the field and in transit to the laboratory. Selected samples were submitted to a California certified laboratory where they were analyzed for TPH as gasoline and TPH as diesel using EPA Method 8015 (M), and BTEX, oxygenates (MTBE, TBA, DIPE, ETBE, and TAME), lead scavengers (EDB and 1,2 -DCA), and ethanol using EPA Method 8260B. Soil sampling equipment was decontaminated between sampling attempts using a non - phosphate, soap and water wash; a tap -water rinse; and a distilled, deionized water rinse. Upon the completion of drilling the soil borings will be backfilled with cement and bentonite grout and the asphalt surface patched. Based upon field screening and the laboratory analytical results, the drill cuttings were spread as grading fill on unpaved areas at the site. Subsurface materials encountered at the site during drilling were silty to well - graded sands and gravels interbedded with silt and clay overbank deposits to the total depth of each soil boring. Groundwater was not encountered during drilling at the site (see Attachment 3). TPH as gasoline was detected in three of the ten soils samples analyzed, reaching a maximum concentration of 7.3 mg /kg in the soil sample collected from soil boring B -8 at a depth of 10 fbg. TPH as diesel was detected in two of the ten soils samples analyzed, reaching a maximum concentration of 41 mg /kg in the soil sample collected from soil boring B-4 at a depth of 10 fbg. Toluene was detected in two of the ten soils samples analyzed, reaching Mr. John Stuart, Jr. Stuarts' Petroleum Company March 6, 2008 - Page 5 a maximum concentration of 0.0058 mg /kg in the soil sample collected from soil boring B -8 at a depth of 10 fbg. Total xylenes were detected in three of the ten soils samples analyzed, reaching a maximum concentration of 0.037 mg /kg in the soil sample collected from soil boring B-8 at a depth of 10 fbg. MTBE was detected in one of the ten soils samples analyzed, at a concentration of 0.0017 mg /kg in the soil sample collected from soil boring B -8 at a depth of 10 fbg. Benzene, ethylbenzene, the remaining oxygenates, lead scavengers, and ethanol were not detected in the soil sample collected from the eight soil borings (see Table 1 - Summary of Soil Sample Analytical Results and Attachment 4 for the Laboratory Report). CONCLUSIONS Based on the laboratory analytical results of the soil samples collected during the BEA, gasoline and diesel constituents were either not detected or were detected at trace concentration adjacent to USTs and dispensers at the site. Therefore, the BEA did not either indicate a previous or ongoing petroleum release. It is Veir's opinion that the soil sampling has established baseline environmental conditions required to satisfy the due diligence requirements for the eligibility of the buyer to seek reimbursement for any potential investigation and cleanup cost that may be required by the BFDESD from the USTCF to a maximum of $1,500,000 per occurrence less the $5,000 deductible. Veir, on behalf of Stuarts', recommends that BFDHMD provide written concurrence of a no further action (NFA) determination in respect to the fuel storage facilities at the site. Veir trusts that you will find this Baseline Environmental Assessment Report to your satisfaction. If you have any questions or require additional information, please contact Mr. Mark R. Magargee at (661) 325 -4862 or at e-mail address censenv @aol.com. Respectfully submitted, �77 � Mark R. Magargee, P , CH Consulting Hydrogeologist Central Sierra Environmental, LLC MRMTJIt Enclosures: Figure i - bite Location neap Figure 2 - Plot Plan Table 1 - Summary of Soil Sample Analytical Results Attachment 1 - Summary of Previous Work Attachment 2 - Soil Boring and Sampling Procedures Attachment 3 - Logs of Exploratory Borings Attachment 4 - Laboratory Report cc: Mr. Howard Wines III, BFDHMD Mr. Clyde Barbeau, White and Stine Properties ^ go 0 Ell rri 13 Kt`RN TF= Ich 3,73 376 FM�l g SITE LOCATION -15 14 TE Packing ACHECO 0j �l J J RD Trailer Park LEGEND STUARTS' PETROLEUM COMPANY FASTBREAK MOBIL SERVICE STATION 4800 WHITE LANE BAKERSFIELD, CALIFORNIA FIGURE 1 - SITE LOCATION MAP B -4 o. R-5- NL{ 6 -8 1 1 ,. LEGEND STUARTS' PETROLEUM COMPANY SOIL BORING FASTBREAK MOBIL SERVICE STATION N 4800 WHITE LANE BAKERSFIELD, CALIFORNIA i i FIGURE 2 - PLOT PLAN VEIR TABLE 1. SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS FAST BREAK MOBIL SERVICE STATION, 4800 WHITE LANE, BAKERSFIELD, CALIFORNIA SAMPLE SOURCE DATE SAMPLED DEPTH SAMPLE ID TPH AS GASOLINE m TPH AS DIESEL m BENZENE m TOLUENE (mg/kg) ETHYL- BENZENE m TOTAL XYLENES (mg/kg) MTBE m TBA m DIPE (mg/kg ETBE mg /k TAME mg/kg) EDB m 1,2- DCA m ETHANOL m REF EPA ANALYTICAL METHOD 8016 M 8260B N/A B-1 1 -29-08 20 B-1 -20 <1 <10 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A 1 -29-08 30 B-1 -30 0.21 20 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A B-2 1 -29-08 20 B-2 -20 <1 <10 <0.005 <0.005 <0.005 <0.01 <0.005 <0.06 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A 1 -29-08 30 B -2-30 <1 <10 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.006 <0.005 <1 A B-3 1 -29-08 10 B -3-10 <1 <10 <0.005 0.002 <0.005 0.012 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.006 <1 A B-4 1 -29-08 10 B -4-10 1.4 41 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A B-5 1 -29-08 10 B -5-10 <1 <10 <0.005 <0.005 <0.005 0.0037 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A B-8 1 -29-08 10 B-6-10 <1 <10 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A B-7 1 -29-08 10 B-7 -10 <1 <10 <0.005 <0.005 <0.005 <0.01 <0.005 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <1 A B-8 1 -29-08 10 B -8-10 7.3 <10 <0.005 0.0058 <0.005 0.037 0.0017 <0.05 <0.005 <0.005 <0.005 <0.005 <0.005 <11 A REF = Report reference. N/A = Not applicable. A = Vales current report. r ATTACHMENT 1. SUMMARY OF PREVIOUS WORK ermit to Operate ftte [azardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE F ® Hazardous Materials Plan III O Underground Storage of Hazardous Hunw ala Permit ID #:: 015-000 -001368 O m RlskManageentProgram ' ` J� i O Hazer dous Waste On -Site Treatment FASTBREAK LOCATION: 4800 WHITE LN O y ! ,' ELD . . 7 TANK HAZARDOLI `Sq , 0` CAP DISPEL ' A S ONITORING 015 -000 - 001368 -0001 GASOLINE 015 -000 - 001368 -0002 DIESEL , .," ' 0 • O 015-000- 001368 -0003 GASOLINE • ONE . 015 - 000 -001368 -0004 GASOLINE'! Issued by: *10AITAW# Bakersfield Fire Department OFFICE OF ENVIRONMENTAL SERVICES' 1715 Chester Ave., 3rd Floor Bakersfield, CA 93301 Voice (661) 326 -3979 FAX (661) 326 -0576 Approved by: RWWHucy. Issue Date OfcedEA etvices Expiration Date: Jude 30. 20 03 M x x S P l L D ®f ARTM r ICACert.No. 00943 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 2" d day of November, 1998 to: .FASTBREAK Permit #015 -021- 001368 4800 White Ln O Bakersfield, California 93309 Permit t'o' Operate Hazardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE PERMIT ID# 015 -021-001368 FASTBREAK LOCATION 4800 WHITE This permit Is issued for the following: 3zardous Materials Plan Ai . round Storage of Hazardous Materials BSI- hQagement Program O B S D CA y Waste TAN HAZARDOUS SUBSTANCE CAPA — 1(i PIPING PIPING PIPING PIPING - _ INS IAL IT 3 I R TYPE TYPE METHOD ONITOR ; _ ,;. 01 GASOLINE 10,0 _ AL ? S ATC ;'ti` SW S PRESSURE ALD 002 DIESEL 10,000.. L 5W; S AT � SW S PRESSURE ALD 0003 GASOLINE 10,000.0 ''�'� W S :4aiJ 4*01 X- rG SW S PRESSURE ALD 0004 GASOLINE 10,000.00 SAE ;�" r SW S PRESSURE ALD Issued by: 4 • V, Bakersfield Fire Department OFFICE OFEAWROM ENPAL SER VICES 1715 Chener Ave.. 3rd Floor Bakersfield, CA 93301 Voice (805) 326 -3979 FAX (805) 326-0576 I Approved by: gfflph Hu ,c oC 1 Servi Expiration Date: December 22, 1998 8 � a 10/21/2002 11:00 6613258481 W� �n n� �v,� STUARTS'PETROLEUM j�DjISPENSERS BLDG IJ ❑ \-- CONDUIT 8 INDMDUAL ANODE 1:46LE LEADS ANODE DISCONNECTED PLAN sm NOT TO SCALE PAGE 05/05 Mane? ? LEGEND • OLD ANODE (SINGLE Q 3 ANODE GWUNDBED Q REC17nER C a rrp r o SMARTS PEWLEUM �Companiee WRM LANE MOM Incorporated BAI7ERMLD, CA 11061 S. SWM AM SUM FE FM MM � UNDIC PROTEC27ON ZIVSTALU770M M.S. d- aS. dw R.G. 0- 10/1M 0 w FIGURE 1 sew i Of 1 aFe N.T.S m 160830 AM FAST DREK MIMI MARKET ALLEY n 49W WHITE LANE L� C Q ►n C� ,►`k1 ALL TANKS ARE 12,000 GAL 5m 3: 4w Ux / / f /�4 7 7E . JR llx / 5@ NORTH DRIVE I I DRIVE I CURRENT REQIi_REL MINIMUM ANQDES i RECTIFIER VOLTAGE GROU LIED RESISTANCE � CERTIFIED OY k C YaSIQN 11,6 AMPERES 6 EACH 48 VOLTS 413 OHNS MAXIK M SPECIALIST N0. 1297 aNuDE - Tc;- ru1,s I.7 Fl7TENTIAL r'CAII ?NGS <NGAT1vE� P. RECTIFIER J .:UNCTION UJ3x GUARDIAN CORROSION ui? F -DRIN6 0 MONITOR WELL 1.1). OFF ON I,D, 1 OFF ON LD, I OFF ON CONTROL, INC. i, I 11 RCCTI 1ER DATA 1 Cathodic Protection MM-EL MU, GLASSA 48- 12.9 -B ' 7 12 Installation SERIAL hO. XITE WP PPEPMO FM OUTPUT VOLTS% 3 a 1s ICES UUTPUT AWSi 7401 ROSEBAL.E HWY. HOURo 4 9 14 PLL BON 20370 1TENAP I.D. IGSF'TBRX I DATE 11/10/98 3 10 15 HAKMSFIEL.D, CA 93390 cn r+ a' m CD 0 co rn co v v N (U CD lo z co O c c- 0 Q rn -0 m m w 4 A u - 8a/<c- r 1l i y 1 41 3 HC) /Y\ 0- 5 5 y � D a� v Qj� q, Ar- P (�O r f 5 y � D ■ a� v Ar- P (�O to _..> LJ-0- -1 -1 / ■ y Y } W G,q-S FASO BREAK , 4800 White lane, Suite O • Bak®ralleld, CA 93309 (805) 397.0584 y hA��1V`d��e0�o1 1i C (' � C � T C*,As, Voe_ � �mt.JCa��Y►Gy r`--T- O"T DO�s 1 wt"I V' 1 I -1 a '^ 7 a$ �7 7 i r ` Zo . DL• 0 ;"' j( ��� �fxaNnnlc aacq Z All Air Q/f a y V � . 131984 KERN COU POLLUTION CONRO AIR `L L pISTRICI: 1 F-` Cm 20 6 fw,m4vkj sc,"/( 6%k"Dwn R 49M AVULAKO E D, MWORMA : • June 29, 1984 .2 . • • • - -PEI� RL11 - AUTOMOTIVE - INDUSTRIAL • PETROLEUM JOHN PAXTON EXHIBIT A 3000 SO. UwW AWE. 3a Wt11>WWLo. CL. 93807 (on) 6361200 Y1Y[ AI�eeevltESTATIONeDUIMAENTHOISTS • NYORAUIICAACIM • AUIOLWU • LUSEEGU"ANT • BATTERYCHARrARS ADit .0 fJP�t..• WTiet •- 1arCCT�Eaf1t • 011Ye4ANnUSTM a TnNt • T10 WMHPOATMT a HA M011AAK a TAKWtANn R N R Enterprises 4800 Easton Drive Ste 109 Bakersfield, CA 93309 Attention: Tracy or Gary "ill Subject: Revision of our proposal dated June 4, 1984 Furnish and install following equipment: '' 4 10.000 gal. steel underground storage tanks, U L approved and asphalt coated 'r 4 3/4 H.P. Redfacket submersible pumps �• 3 5 24 x 24 " steel pump manhole w/ covers 3 Phase I vapor recovery systems (gasoline) "4 4' x 2' x 10' steel island -forms w/ raised ends _: • <1': ;< 2 4' x 6' steel island forms 1 0 20 "3m" master station intercom 4 OSM speakers w/ call buttons 4 DL2 /390/1L/19V Wayne Electronic Dispensers with Cash/ Credit display and equipped with.Emco - Wheaton "balance type" vapor recovery and coaxial hoses 2 DL2/361 -1L/19 Wayne Electronic dispenser w/ Cash T Credit display and automatic nozzles (diesel) • 2 " La Sabre " twin light fixtures - 400 watt super metal halide. mounted on 51' x 14' poles w/ 6' brackets 1 (OL2412 Wayne electronic readout console for 12 fueling posttions 1 6-18attery backup 4 estop Motor" - No Smoking" signs 6 "Pay Cashier First" signs 1 Four product price posting sign - double *faced - pole mount with ""flip stjrl e" betters 1 Four product price posting sign - double faced - no flip style letters 1 3000 -10 Centurion fl iter ass'y for deesel Y1Y[ AI�eeevltESTATIONeDUIMAENTHOISTS • NYORAUIICAACIM • AUIOLWU • LUSEEGU"ANT • BATTERYCHARrARS ADit .0 fJP�t..• WTiet •- 1arCCT�Eaf1t • 011Ye4ANnUSTM a TnNt • T10 WMHPOATMT a HA M011AAK a TAKWtANn Kern County Health Department Permit No. ,Division ot Envirocanental Healt' Application Day 1700 °Flower Street, Bakersfield, .A 93305 APPLICATION FOR PERMIT TO OPERATE UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY n of Application (check): � New Facility []Modification of Facility Existing Facility ❑ Transfer QQo��f Ownership A. Emergency 24 -Hour Contact (name, area code, phone): Days wf - 051&* Dtrva, taklowX Nights it %1 Facility Name Devi - makrk _ %09 No. of Tanks Type of Busines(check): E3Gasoline Station WMer ascribe) M \A1� tA4� Is Tank(s) Located on an Agricultural Farm? ❑ Yes a% Is Tank(s) Used Primarily for Agricultural Purposes? ❑ Yes &No Facility Address 4401) VO4*L Lme. Nearest Cross St. T R S (Rura Locat ons Only) Owner Contact Person 4titZ Address Z Ip g JP J Telephone Operator Contact Person • �� �- Address zip Telephone � - OS� B. Water to Facility Provided by Depth to-Groundwater Soil Characteristics at Facility Basis for Soil Type and Groundwater Depth Determinations C. Contractor Q1.W CA Contractor's License No. Address Zip @j'b3JD7 Telephone Proposed Startlng Date Proposed Completion Date Worker's Ccmpensaticn Certification # Insurer D. If This Permit Is For Modification Of An Existing Facility, Briefly Describe Modifications Proposed E. Tank(s) Store (check all that apply)-. Tank # Waste Product Motor Vehicle Unleaded ular Premium Diesel Waste Fuel Fue'- �`�" l _1 e e ° a o _ a °o e 8 8 ROO 8 F. Chemical Coaposftion of Materials Stored (not necessary for motor vehicle fuels) Tank # Chemical'Stored (non- comercial name) CAS # (if known) Chemical Previousl Stored Brent G. Transfer of Ownershi D�a�Transfer Previous Owner Previous Facility Name I, accept Mly all obligations of Permit No. to I understand that the Permitting Authority may review and modify or terminate transfer of the Permit to Operate this underground storage facility upon receiving this completed form. ?his form has been completed under penalty of perjury and to the best of my knowledge is true and correct. Signature a w � Title emyelgDer Date f5 Facility Name T"A _ I�`t. Permit No. �31o�v�'9C TANK # (FILL OUT SEPARATE FORM Ft._. EACH TANK FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES H. I. Tank is: ❑ Vaulted ❑ Non - Vaulted ❑ Double -Wall (R^3ingle -Wall 2. Tank Material G? Carbon Steel ❑ Stainless Steel ❑ Polyvinyl Chloride ❑ Fiberglass -Clad Steel ❑ Fiberglass- Reinforced Plastic 0 Concrete [) Aluminum [] Bronze ❑ Unknown ❑ Other (describe): 3. Primary Containment Date Installed Thickness (Inches) Capacity (Gallons) Manufacturer 1134 11183 `iy't moo Modelr4& WdAing nk 4. Ta Secondary Containment ❑ Double -Wall ❑ Synthetic Liner ❑ Lined Vault (y' None ❑ Unknown Q Other (describe): Manufacturer: Material Thickness (Inches) Capacity (Gals.) 5.'Tatk Interior Lining [] Rubber [] Alkyd ❑ Epoxy ❑ Phenolic ❑ Glass ❑ Clay ❑ Unlined ❑ Unknown [fir Other (describe): kteLl 6. Tank Corrosion Protection ❑ Galvanized ❑ Fiberglass -Clad ❑ Polyethylene Wrap ❑ Vinyl Wrapping ❑ Tar or Asphalt [3 Unknown (R None ❑ Other (describe): Cathodic Protection: & None ❑ Impressed Current System ❑ Sacrificial Anode System ❑ Describe System & Equipment: 7. Leak Detection, Monitoring, and Interception a. Tank: [] Visual (vaulted tanks only) ❑ Groundwater Monitoring Wells) ❑ Vadose Zone Monitoring Well(s) 0 U -Tube Without Liner ❑ U -Tube with Compatible Liner Directing Flow To Monitoring Well(s)* ❑ Vapor Detector'* ❑ Liquid Level Sensor* [] Conductivity Sensor* Gj Pressure Sensor In Annular Space Of Double Wall Tank * [] Liquid Retrieval & Inspection From _U -Tube, Monitoring Well Or Annular Space C1 Daily Gauging & Inventory Reconciliation ❑ Periodic Tightness Testing (R None ❑ Unknown ❑ Other b. Piping: ❑ Flow- Restricting Leak Detector(s) For Pressurized Piping* ❑ Monitoring Sump With Raceway ❑ Sealed Concrete Raceway ❑ Half -Cut Compatible Pipe Raceway ❑ Synthetic Liner Raceway [r]' None ❑ Unknown ❑ Other *'Describe Make & Modelc, 8. Tank Tightness Has This Tank Been Tightness Tested? Q' Yes ❑ No_ ❑ Unknown Date Of Last Tightness Test Results Of Test Test Name Testing Company &Ltd* 9QY10M rt# 9. Tank Repair Tank Repaired? ❑ Yes jFONo ❑ Unknown Date(s) Of Repair(s) Describe Repairs 10. Overfill Protection ❑ Operator Fills, Controls, & Visually Monitors Level [J Tape Float Gauge ❑ Float Vent Valves [] Auto Shut -Off Controls ❑ Capacitance Sensor ❑ Sealed Fill Bog None ❑ Unknown ❑ Other: List Make & Model For Above Devices 11. Min tf a. Underground Piping: [Jj Yes [] No ❑ Unknown Material ftw.t Thickness (inches)1W%VW M Diameter Z of Manufacturer V Pressure ❑ Suction ❑ Gravity Approximate Length Of Pipe Run �S _ b. Underground Piping Corrosion Protection: ❑ Galvanized ❑ Fiberglass -Clad ❑ Impressed Current ❑ Sacrificial Anode ❑ Polyethylene Wrap ❑ Electrical Isolation ❑ Viny Wrap ❑ Tar or Asphalt AL ftfaj& ❑ Unknown EgAone ❑ Other (describe): i1tv C. Underground Piping, Secondary Containment: 10 mt1% ❑ Double -Wall ❑ Synthetic Liner System [ONone ❑ is 13 Other (describe): SAK. . ,SFIELD CITY FIRE DEPAF .JENT HAZARDOUS MATERIALS DIVISION INSPECTION RECORD POST CARD AT JOBSITE tury � S'f�(1� -i11� OWNER (�.� tJTLC S1-r^2 �T�2S DRESS �d e,ju-r� � 'o rr k ADDRESS Y, ZIP CrrY, ZIP ONE NO. PERMrr # IN§MUCTIONS; please call for an inspector only when each group of inspections with the same number are ready. They will run in consecutive order beginning with number t. DO NOT cover work for any numbered group until all items in that group are signed off by the Permitting Authority. Following these instructions will reduce the number of required inspection visits and therefore prevent assessment of additional fees. TANKS AND BACKFILL INSPECTION DATE INSPECTOR Backfill of Tank(s) �� Z� gi+f rvv Spark Test Certification or Manufactures Method Vault With Product Compatible Sealer Cathodic Protection of Tank(s) I I" A r'jc. m' j 0P2L1#jb- F�2 �= ��,r T� t I (g cif �-• PIPING SYSTEM SECONDARY CONTAINMENT. OVERFILL PROTECTION. LEAK DETECTION Piping & Raceway w /Collection Sump l /ZSr,� Corrosion Protection of Piping, Joints, Fill Pipe �� Z� gi+f Electrical Isofallon of Piping From Tank(s) Vault With Product Compatible Sealer Cathodic Protection System- Piping eel, Product Compatible Fill Box(es) SECONDARY CONTAINMENT. OVERFILL PROTECTION. LEAK DETECTION FINAL Monitoring Wells. Caps & Locks Liner Installation - Tank(s) l /ZSr,� Fill Box Lock Liner Installation - Piping Monitoring Requirements &Adyto Vault With Product Compatible Sealer 0 Level Gauges or Sensors, Float Vent Valves Product Compatible Fill Box(es) Product Line Leak Detectors) Leak Detector(s) for Annular Space -O.W. Tank(s) Monitoring Well(s)/Sump(s) - Hp Test Leak Detection Device(s) for Vadose/Groundwater FINAL Monitoring Wells. Caps & Locks Fill Box Lock Monitoring Requirements &Adyto 0 2^ ^ 4 CONTRACTOR t'Gz✓� UCENSE+0f'S/1 -�RZ- ICES 805 -861 -9774 11/09198 4 :55PM Jab 743 Page 1 ns�n9�9R 13:59 IE , 326 0576 -- - n M- 11AZ HAT Permit lNa ��>� ♦� MY OF BAKEItSEIELD OFFICE OF ENVI2tONMENTAL SERVICES 1715 Chester Ave., Bakersfield, CA (805) 326 -3479 PERMIT APPLICATION TO CONSTRUCT/MODIFY UNDERGROUND STORAGE TANK TYPE OF APPL[r.AMN (Cf-EF") ( INEW FACUM ( NOD[FTCATION OF FACILITY (NM TANK WTAL.A71ON AT EXLSTIIdG FACll r" sTARTING DATE -11 jjJ8 PROPOSED CONanETION I>ATE as y 48 FACUX Y NAW FXMi[hLG FACILrTY PERA4I' NO. FACLL.i1'Y ADDRESS CITY !S/ilC�ilSf i eLd ZIP CODE TYPE OF BUSINEM M1011 tie4wa- Adnavoca znwrjowa APN 0 TANK OWNER PRONE NO. 32 3 - 1q,01 CONTRACTOR CCfY CA LICENSE CODE E ?3 S ADDRESS •o • Z09'70 C (TY ZIP CODE FHONE NO. -- a 0> BAKERSFIE LD CIIY Bus s r MENSE NO. o WORKWM COIF NO. NSURER Srs,� fig PJQ BR>g7.Y DESCRIBE THE WORK TO BE DONE_ L i #1 C , _ -CAL- U ST�s 4.K� � N'�i34.L_ t 1-1 �l1 �'SS @•O G �.�ti¢.+3�.r'C" G3•'R�b a� C� QtSTI� WATER TO FACILITY PROVIDED BY DEPTH TO GROUND WATER SOIL. TYPE EXPECIFD AT SIT& NO. OF TANKS TO BE 00TALLFD ARE THEY FOR MOTOR FUEL YES NO SPILL, PREVENTION CONTROL AND COUNTER MEASURES PLAN ON F[LE YES NO SEC'[TON FOR MOTOR FUEL TANK NO. VOLUME UNLEADED REGULAR PREWUM DMSEL AVIATION Z K &-- 2_ 12 [C r L2V- ✓ �YCT[OIY FOR NON MOTOR FUEL STORAGE TANKS TANK NO. VOLUMB CIONaM SPORED CAS NO. CHEMMAL PREVIOUSLY STORED (NO BRAND NAME) (IF KNOWN) FOR OFnCL4,L USE ONLY .APP9.ICA7 [QN DATE - kr►CU.CG7110: / NG:OB;i'A�i �t:' .. FEi'Y _ _;; ::.......:.:..: :i..::. .. ..:.. .ri:::+_; is ',.::ii;t_t'st: ::. _:..:, ::. .i:.Y. �i'::�i: •'i3'ii ??c:ii!!i!.: ^3i;1Fii'i�: �! �:T!^ �. ii: �e!! :!!ii;ii:!!it� ;i:wiieilsi!!!i4_ •.: THE APPLICANT HAS RECEIVED, UNDERSTANDS. AND WILL CObI MY WrrH THE ATTACHED CONDITIONS OF THIS PERMIT AND ANY OTFIER STATE, LOCAL AND FEDERAL REGULATIONS. TMS FORM HAS BEEN COL VLEM UNDER PENALTY OF PERRMY, AND TO TI-M BEST OF MY KNOWLPDCE.13 TRUE RRECT. APPLLCANT NAME (PRWn APPLICANT SIC&MTLYRE THIS APPLICA'T'ION BECOMES A PERMIT WHEN APPROVED F FASTBREAK SiteID: 015- 021 - 001368 F== Inventory Item 0001 Facility Unit: Fixed Containers on Site STORAGE CONTAINER DATA (UST FORM B and AGENCY - DEFINED) Page 1 of 2 Last Action Type: Location In Site: UNDERGROUND TANK E OF PROPERTY TANK DESCRIPTION Tank ID #: 1 Mfr: MODERN WELD Compart Tank: N Installed: 07/1964 Capacity: 10000 Gals No. Of Comparts: Additional Info: TANKS INTERIOR LINED 11 -3 -1998 TANK CONTENTS Tank Use: MOTOR VEHICLE FUEL Petrol Type: REGULAR UNLEADED Matl Name:GASOLINE Cas #: 8006 -61 -9 TANK CONSTRUCTION Type SINGLE WALL W /INT LINER & C.P. Material(p): BARE STEEL Material(s): BARE STEEL Lining : EPDXY LINING Corr Prot: CATHODIC PROTECTION Spill Cnt : 1994 Alarm Drop Tube : 1994 Ball Float Striker Plate: 1994 Fill Tube S /O: TANK LEAK DETECTION Sgl Wall: AUTOMATIC TANK GAUGING Dbl Wall: Installed: Installed: Exempt: No 1998 TANK CLOSURE INFORMATION /PERMANENT CLOSURE IN PLACE Last Used: Qty Remaining: Was Filled: No -4- 03/08/2004 F FASTBREAK SiteID: 015- 021 - 001368 F= Inventory Item 0001 Facility Unit: Fixed Containers on Site STORAGE CONTAINER DATA (UST FORM B and AGENCY - DEFINED) Page 2 of 2 PIPING CONSTRUCTION UnderGround Piping AboveGround Piping Type : PRESSURE Const: SINGLE WALL Mfgr UNKNOWN Mtl FIBERGLASS Corr Prot PIPING LEAK DETECTION UnderGround Piping AUTOMATIC LEAK DETECTORS Installed: Date: 04/19/2000 Name:STUARTS PETROLEUM Prmt Number: 1368 TANK /LINE TEST :04/25/1997 CP CERT. :10/10/2002 MANWAY INSP. :12/22/1998 UST MONIT. CERT:10 /23/2003 DISPENSER CONTAINMENT – Type: NONE OWNER /OPERATOR SIGNATURE Ttl:PRES. Approved: Yes AGENCY DEFINED — repaired AboveGround Piping Expiration Date: 06/30/2006 -5- 03/08/2004 r FASTBREAK SiteID: 015 -021- 001368 Manager BusPhone: (805) 836 -3923 Location: 4800 WHITE LN O Map : 123 CommHaz : Low City : BAKERSFIELD Grid: 14C FacUnits: 1 AOV: CommCode: BAKERSFIELD STATION 07 SIC Code:5541 EPA Numb: DunnBrad: Emergency Contact / Title Emergency Contact / Title ABDUL AZIZ / OWNER SALIMA AZIZ / CO -OWNER Business Phone: (805) 832 -6720x Business Phone: (805) 397 -9742x 24 -Hour Phone : (805) 827 -941lx 24 -Hour Phone : (805) 827 -941lx Pager Phone : (805) 334 -8992x Pager Phone : ( ) - x Hazmat Hazards: Fire ImmHlth DelHlth Contact : Phone: ( ) - x MailAddr: 4800 WHITE LN O State: CA GAL City : BAKERSFIELD Zip : 93309 Owner D CRAIG & CHRISTINA CORNETT Phone: (805) 836 -3923x Address : 3409 DEMING CT State: CA City : BAKERSFIELD Zip 93309 Period to TotalASTs: = Gal Preparer: TotalUSTs: _ Gal Certif1d: RSs: No Emergency Directives: P Hazmat Inventory One Unified List ff= As Designated Order All Materials at Site Hazmat Common Name... SpecHaz EPA Hazards Fran DailyMax Unit MCP GASOLINE F IH DH L 10000.00 GAL Mod DIESEL r F IH DH 'R L 10000.00 GAL Low GASOLINE 1, Do hereby certifVFthat I hWeDH L 10000.00 GAL Mod GASOLINE (Type or Print name) F IH DH L 10000.00 GAL Mod reviewed the attached hazardous materials manage- ment plan for F� 60� and that it along with ame of 130re-8s) any corrections constitute a complete and correct man- agement plan for nay facility. -1- kv Iuq 11/28/2000 S � ' FASTBREAK SiteID: 215 - 000 - 001368 MAR. 1998 Manager : BusPhone: (805) 836 -3923 Location: 4800 WHITE LN O B Map : 123 CommHaz : Low City BAKERSFIELD i Grid: 14C FacUnits: 1 AOV: CommCode: BAKERSFIELD STATION 07 SIC Code:5541 EPA Numb: DunnBrad: Emergency Contact / Title Emergency Contact / Title EM A�Ov�. NZ =Z/ OWNER g1j,6jd.o Z � SALzMR•�� CO -OWNER 19 "4•g34 Business Phone: (805) 3s6-53:L-Jx Business Phone: (805) "3-r��lx 24-Hour Phone ( 805 ) 3:94 - x 24-Hour Phone ( 805 ) 3a=---2:5:G x Pager Phone ( ) 8es gi-4 11 x 114 99 41 Pager Phone ( ) &2Iq` it x I Hazmat Hazards: Fire ImmHlth DelHlth I Emergency Directives: f== Hazmat Inventory One Unified List f== MCP +DailyMax Order All Materials at Site Hazmat Common Name... SpecHaz EPA Hazards Frm DailyMax Unit MCP GASOLINE F IH DH L 10000 GAL Mod GASOLINE F IH DH L 10000 GAL Mod GASOLINE F IH DH L 10000 GAL Mod DIESEL F IH DH L 10000 GAL Low 1, A�kjL- �ZMM Do hereby wrtify that 1 have mvlo sd the aftmhed hazardous materials manage - ment plan for E AST t3AG Ay-sand that it Wore with any carrsdWs canMitute a complete and correa man - agement plan for any ftcafty. -1- 03/18/1998 Business Name Site Location Old Owners Name New Owners Name New Owners Address Account Numbers BULK TRANSFER FASTBREAK 4800 WHITE LANE STE O DANNY R LILY ABDUL AZIZ 5004 GREENVILLE BAKERSFIELD 3412 -3412 Date of Transfer 05 -15 -96 Escrow Company FIDELITY NATIONAL TITLE Escrow Number 962811 -15 Distribution Hazardous Materials Business Licenses (ACOMEG QUIEST Please... To: ❑ Read ❑ Handle ❑ Approve And.,. ❑ Forward From: ❑ Retum ❑ Keep or Toss ❑ Review with Me Date: POM-ir 7684 C3LJ 1993 t ! s Business Name Site Location Old Owners Name New Owners Name New Owners Address Account Numbers BULK TRANSFER FASTBREAK 4800 WHITE LANE STE O DANNY R LILY ABDUL AZIZ 5004 GREENVILLE BAKERSFIELD 3412 -3412 Date of Transfer 05 -15 -96 Escrow Company FIDELITY NATIONAL TITLE Escrow Number 962811 -15 Distribution Hazardous Materials Business Licenses (ACOMEG QUIEST Please... To: ❑ Read ❑ Handle ❑ Approve And.,. ❑ Forward From: ❑ Retum ❑ Keep or Toss ❑ Review with Me Date: POM-ir 7684 C3LJ 1993 BULK TRANSFER BUSINESS NAME F`AS r -,R Z Az SITE LOCATION A NCO O W! W i Srt7 /. AN S77 OLD OWNERS NAME .AAj'a z:gr A14 a'A NEW OWNERS NAME YDuN �Ait �i� a NEW OWNERS ADDRESS ,c '- ACCOUNT NUMBERS ✓ H.-h 6172 2 A (� �.. _ . _zto t �Of (90) DATE OF TRANSFER ESCROW COMPANY C,.-u,-,cac. 0,,C4jroa.w i.4 Esc¢.oc.J ESCROW NUMBER BY THIS INFORMATION IS TAKEN FROM THE DAILY REPORT AND SHOULD BE VERIFIED PRIOR TO ANY CHANGES BEING MADE. b� DISTRIBUTION: Saur#6at�.c b� Hazardous Materials P. D. - Alarms � l BULK TRANSFER BUSINESS NAME F`AS r -,R Z Az SITE LOCATION A NCO O W! W i Srt7 /. AN S77 OLD OWNERS NAME .AAj'a z:gr A14 a'A NEW OWNERS NAME YDuN �Ait �i� a NEW OWNERS ADDRESS ,c '- ACCOUNT NUMBERS ✓ H.-h 6172 2 A (� �.. _ . _zto t �Of (90) DATE OF TRANSFER ESCROW COMPANY C,.-u,-,cac. 0,,C4jroa.w i.4 Esc¢.oc.J ESCROW NUMBER BY THIS INFORMATION IS TAKEN FROM THE DAILY REPORT AND SHOULD BE VERIFIED PRIOR TO ANY CHANGES BEING MADE. b� DISTRIBUTION: Saur#6at�.c b� Hazardous Materials P. D. - Alarms 09/03/93 FASTBREAK :215- 000 - 001368 Overall Site with 1 Fac. Uni General Information R-CIEVVIE NOV ?' 2 1993 By Page 1 Location: 4800 WHITE LN.O Map.•123 Hazard: Low Community: BAKERSFIELD STATION 07 Grid: 14C F /U: 1 AOV: 0.0 Contact Name Title Business Phone 24 -Hour Phone - JOHN A. STUART (805) 325 -6320 x (805) 835 -7632 JOHN W. STUART (805) 325 -6320 x (805) 332 -6854 Administrative Data Mail Addrs: 4800 WHITE LN SU 0 D &B Number: City: BAKERSFIELD State: CA Zip: 93309 - Comm Code: 215 -007 BAKERSFIELD STATION 07' SIC Code: owner: =tVfjtC6 Phone: ( Arm ) 6 �!5--0YO7 Address: 'gin Si 4ipp t,Jh��-c Lo.nea f /� g 4f�5�. State: CA City: BAKERSFIELD / Zip: -93-309 913.311 . L I, =k1 PA ►- Do hereby certify that 1 have Brae or pm name) reviewed the attached hazardous materials manage- s ment plan for IrA2L are and that it along with (Name of Mwinm) any corrections constitute a complete and correct man- agement plan for my facility. 7 CA BAKERSFIELD CITY FIRE DEPARTMENT ° FORM 4A -1 Page of NON —TRADE SECRETS HAZARDOUS MATERIALS I NVENTORV AcEmn 160 9% lamqmm- aft, BUSINESS NAME: OWNER NAME , FACILITY UNIT ADDRESS: ADDRESS: Y UNIT NAME: Ift CITY, ZIP: CITY,ZI -P: INC. PHONE e Lana, Suite O P H O N E A0Wlte L aersli.l� rA 42 °A4 . O F F I C I A L USE C F I R S CODE EMERGENCY CONTACT: TITLE: 0U9Nm_ P ONE BU MAX ANNUAL AMOUNT! AFT R B S HRS : lr ie i LOCATION 1 1 AFTER I HRS: / 'a �Wi L1�ilii� Mr wi mm- IM Orm _. ' ld" ' I I ml '..�. m . -. = =MOM = =mom mm--- G - EMERGENCY CONTACT: TITLE: 0U9Nm_ P ONE BU HOURS: ,�9T -o AFT R B S HRS : lr ie E CONTACT: TITL PHONE S BUS HOURS: It .ZERGENCY P. INCIPAL BUSINESS ACTIVITY: sd IaAt)�e^L'L -� AFTER BUS HRS: - 4A -1 - ATTACHMENT 2. SOIL BORING AND SAMPLING PROCEDURES VEIR'S STANDARD OPERATING PROCEDURES FOR SOIL BORING AND WELL CONSTRUCTION PROCEDURES PRE - DRILLING PROTOCOL Prior to the start of drilling, necessary permits, site access agreements, and/or encroachment permits are obtained. "As- built' drawings are obtained if possible. At least 48 hours prior to drilling, Underground Service Alert or an equivalent utility notification service is notified. A geophysical survey may be conducted to locate subsurface utilities. Site plans and /or "as- built' drawings are compared to actual conditions observed at the site. The property owner /retailer is interviewed to gain information about locations of former UST systems (including dispensers, product lines, and vent lines). A visual inspection is made of the locations of the existing UST system, and scars and patches in pavement are noted. The emergency shut -off switch is located for safety purposes. The critical zone, which is defined as 10 feet from any part of the UST system, is identified, and any proposed drilling locations within the critical zone may be subject to special hole clearance techniques. Drilling locations within the critical zone are avoided if possible. Notifications are made at least 2 weeks in advance of drilling to the property owner, client representative, on -site facility manager, regulatory agency, and /or other appropriate parties. A site - speck, worker health and safety plan for the site is available on site at all times during drilling activities. Prior to commencing drilling, a health and safety meeting is held among all on -site personnel involved in the drilling operation, including subcontractors and visitors, and is documented with a health and safety meeting sign -in form. A traffic control plan is developed prior to the start of any drilling activities for both on -site and off -site drilling operations. The emergency shut -off switch for the service station is located prior to the start of the drilling activities. A fire extinguisher and "No Smoking" signs (and Proposition 65 signs in California) are present at the site prior to the start of the drilling activities. The first drilling location is the one located furthest from any suspected underground improvements in order to determine the natural subsurface conditions, to be able to better recognize fill conditions, and to prevent cross contamination. For monitoring wells, a 2 x 2 -foot square or 2 -foot diameter circle is the minimum removal. For soil borings and push -type samplers, the minimum pavement removal is 8- inches. When pea gravel, sand, or other non - indigenous material is encountered, the drilling location will be abandoned unless the absence of subsurface facilities can be demonstrated and client approval to proceed is obtained. If hole clearance activities are conducted prior to the actual day of drilling, the clearance holes are covered with plates and /or backfilled. The minimum hole clearance depths are 4 feet below grade (fbg) outside the critical zone and 8 fbg within the critical zone and are conducted as follows: • 0 to 4 fbg: The area to be cleared exceeds the diameter of the largest tool to be advanced and is sufficiently large enough to allow for visual inspection of any obstructions encountered. The first 1 to 2 feet is delineated by hand digging to remove the soil, then the delineated area is probed to ensure REVISED 3/29/02 Veir's Standard Operating Procedures for Soil Boring and Well Construction Procedures Page 2 that no obstructions exist anywhere near the potential path of the drill auger or push -type sampler. Probing is extended laterally as far as possible. Hand augering or post -hole digging then proceeds, but only to the depth that has been probed. If subsurface characteristics prohibit effective probing, a hand auger is carefully advanced past the point of probing. In this case, sufficient hand augering or post -hole digging is performed to remove all the soil in the area to be delineated. For soil borings located outside of the critical zone, an attempt should be made to probe an additional 4 feet. • 4 to 8 fbg: For the soil borings located inside the critical zone, probing and hand clearing an additional 4 feet is performed. If probing is met with refusal, then trained personnel advance a hand auger without excessive force. An alternate or additional subsurface clearance procedures may also be employed, as required by clients, permit conditions, and /or anticipated subsurface conditions (for example, near major utility corridors or in hard soils). Alternate clearance techniques may include performing a geophysical investigation or using an air knife or water knife. If subsurface conditions prevent adequate subsurface clearance, the drilling operation is ceased until the client approves a procedure for proceeding in writing. If any portion of the UST system is encountered, or if there is any possibility that it has been encountered, the work ceases, and the client is notified immediately. If there is reason to believe that the product system has been damaged, the emergency shut -off switch is activated. The client will decide if additional uncovering by hand is required. If it is confirmed that the UST system has been encountered, tightness tests are performed. The hole is backfilled only with client approval. DRILLING AND SOIL SAMPLING PROCEDURES Soil boring are drilled using one of the following methods: • Manual drilling: Manual drilling utilizes a 2- inch -OD, hand auger manufactured by Xitech Industries, Art's Manufacturing Company, or similar equipment. Soil samples are collected with a drive sampler, which is outfitted with 1.5 -inch by 3 -inch steel or brass sleeves. The specific equipment used is noted on a soil boring log. • Truck - mounted, powered drilling: Truck - mounted, powered drilling utilizes hollow -stem flight auger drilling, air rotary drilling, or percussion hammer drilling, or similar technologies. Soil samples are collected in steel or brass sleeves with a California- modified, split -spoon sampler or, for specific projects, a continuous sampler. The specific equipment used is noted on a soil boring log. • Direct push sampling: Direct push sampling utilizes GeoprobesO, cone penetrometer testing rigs, or similar technologies. Soil samples are collected with a drive sampler, which is outfitted with steel or brass sleeves. The specific equipment used is noted on a soil boring log. REVISED 3/29/02 Veir's Standard Operating Procedures for Soil Boring and Well Construction Procedures Page 3 Before each soil sampling episode, the sampling equipment is decontaminated using a non - phosphate soap wash, a tap -water rinse, and a deionized water rinse. The drill string is decontaminated with a steam cleaner between each soil boring (truck- mounted rigs). Soil samples that are collected in steel or brass sleeves are covered with aluminum foil or TefionTm tape followed by plastic caps. If EPA Method 5035 is required, then 5 to 20 grams of soil is extracted from the sample and placed in methanol- preserved containers supplied by the laboratory, or sub samples are collected using Encore® samplers. During the drilling process, soil samples and cuttings are field screened for VOCs using a photoionization detector calibrated to 100 parts per million by volume isobutylene. Any soil staining or discoloration is visually identified. Soils are classified according to the Unified Soil Classification System. Specific geologic and hydrogeologic information collected includes grading, plasticity, density, stiffness, mineral composition, moisture content, soil structure, grain size, degree of rounding, and other features that could affect contaminant transport. All data is recorded on a soil boring log under the supervision of a geologist registered in the state in which the site is located. The samples are labeled, sealed, recorded on a chain -of- custody record, and chilled to 4 °C in accordance with the procedures outlined in the California State Water Resources Control Board's Leaking Underground Fuel Tank Field Manual and the Arizona Department of Environmental Quality's Leaking Underground Storage Tank Site Characterization Manual. Sample preservation, handling, and transportation procedures are consistent with Veir's quality assurance/quality control procedures. The samples are transported in a chilled container to a state - certified, hazardous waste testing laboratory. Cuttings from the soil borings are stored in 55- gallon, Department of Transportation (DOT)- approved drums, roll -off bins, or other appropriate containers, as approved by the client. Each container is labeled with the number of the soil boring(s) from which the waste was derived, the date the waste was generated, and other pertinent information. The drums are stored at the site of generation until sample laboratory analytical results are obtained, at which time the soil is disposed of appropriately. A soil boring log is completed for each soil boring and includes the following minimum information: • date of drilling; • location of soil boring; • project name and location; • soil sample names and depths; • soil descriptions and classifications; • standard penetration counts (rigs); • photoionization detector readings; • drilling equipment; • soil boring diameter, • sampling equipment; • depth to groundwater in soil boring; REVISED 3/29/02 Veir's Standard Operating Procedures for Soil Boring and Well Construction Procedures Page 4 • name of person performing logging; • name of supervising registered geologist; and • name of drilling company (rigs and direct push). SOIL BORING COMPLETION PROCEDURES All soil borings are either properly abandoned or completed as a well. Abandonment Each soil boring that is not completed as a well is backfilled with bentonite grout, neat cement, concrete, or bentonite chips with a permeability less than that of the surrounding soils, and/or soil cuttings, depending on local regulatory requirements or client instructions. Grout is placed by the tremie method. Backfilling is performed carefully to avoid bridging. The type of backfill material is noted on the soil boring log. Well Installation Wells are designed according to applicable state and local regulations as well as project needs. Details of the well design and construction are recorded on the soil boring log and include the following minimum information (in addition to the items noted above for soil borings): • detailed drawing of well; • type of well (groundwater, vadose, or air sparging); • casing diameter and material; • screen slot size; • well depth and screen length (t1 foot); • filter pack material, size, and placement depths; • annular seal material and placement depths; • surface seal design /construction; • well location (t5 feet); and • well development procedures. Groundwater monitoring wells are generally designed with 30 feet of slotted casing centered on the water table, unless site conditions, project needs, or local regulations dictate a different well design. The sand pack is placed at least two feet above the top of the screen, and at least 3 feet of low permeability seal material is placed between the sand pack and the surface seal. The sand pack and low permeability seal material are placed in the annular space from the bottom up using the tremie method. When drilling in asphalt, a 24 -inch round cut is made for the well pad. When drilling on concrete, a 2 x 2 -foot square is sawcut. The well cover is traffic -rated and has a white lid with a black triangle painted on it (3 inches per side) or a black lid with a white triangle (3 inches per side). The completed well pad should is concrete of matching color with the existing surface. The well number is labeled on the outside of the well box/pad and the inside of the well box. The number on the outside is painted on with a stencil, stamped, or REVISED 3!29102 Veir's Standard Operating Procedures for Soil Boring and Well Construction Procedures Page 5 attached to the well with a metal plate. The number on the inside is written on the well cap with waterproof ink. The casing has a notch or indication on its north side indicating a unique measuring/surveying point. Well development is conducted by simple pumping if bridging of the screen does not occur. If bridging occurs, well surging is conducted for adequate well production. Well surging is created by the use of surge blocks, bailers, or pumps, whichever method is most appropriate for the well use. Only formation water is used for surging the well. Well development continues until non - turbid groundwater is produced or turbidity stabilizes. All purged groundwater is held on site in covered 55- gallon DOT - approved drums or other appropriate containers until water sample analytical results are received. The elevation of the north side of the top of well casing (or other appropriate reference point from which the depth to groundwater can be measured) is surveyed to an accuracy of ±0.01 foot. All measurements are reproduced to assure validity. Surveying is performed by a state - licensed surveyor if required by state or local regulations. In the State of California, wells are surveyed in accordance with AB2886. DATA REDUCTION The data compiled from the soil borings is summarized and analyzed. A narrative summary of the soil characteristics is also presented. The soil boring logs are checked for the following information: • correlation of stratigraphic units among borings; • identification of zones of potentially high hydraulic conductivity; • identification of the confining layer; • indication of unusual/unpredicted geologic features (fault zones, fracture traces, facies changes, solution channels, buried stream deposits, cross - cutting structures, pinchout zones, etc.); and • continuity of petrographic features such as sorting, grain -size distribution, cementation, etc. Soil boring/well locations are plotted on a properly scaled map. If appropriate, soil stratigraphy of the site is presented in a scaled cross section. Specific features that may impact contaminant migration, e.g., fault zones or impermeable layers, are discussed in narrative form and supplemented with graphical presentations as deemed appropriate. REVISED 329/02 ATTACHMENT 3. LOGS OF EXPLORATORY BORINGS 0 VEIR LOG OF BORING B -1 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started : 1 -29 -08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1 -29-08 Bakersfield, California Hole Diameter : 8 5/8 in. Drilling Method : Mobile B -53 Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample Well: B -1 c a) U = o Elev.:370 a (0 a 0 Well Construction DESCRIPTION CL � cPPm) m Information 0 Concrete, 6" WELL CONSTRUCTION 1 Date Compl. :1 -29-08 SILTY SAND, 0 /70/30, brown, dry, loose, no stain, I.- no odor. Hole Diameter. 8 5/8 in. Drill. Method : Mobile B -53 Company Reps M. Magargee WELL GR ADED SAND, 0/100/0, tan, dry, loose, no WELL CASING stain, no odor. Material Diameter 5 Joints 0 2/3/4 WELL SCREEN Material Diameter Joints Opening SW SAND PACK 1 a: ANNULUS SEAL 0 3/4/4 NOTES: WELL GRADED SAND AND GRAVEL, 30/70/0, subangular cobble to 1/4 inch in diameter, tan, dry, 15 loose, no stain, no odor. 0 4/5/8 3W/G .': v• WELL GRADED SAND, 0/100/0, tan, dry, loose, no 20 ::. stain, no odor. 0 5 /6/e 25 SW 0 7/9/11 30 - 0 9/12/14 31 35 n VEIR LOG OF BORING B -2 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started :1-29-08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 8 5/8 in. Drilling Method : Mobile B -53 Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample a Well: B-2 c _ 'o Elev.:370 a U) Well Construction DESCRIPTION o U cppml m Information 0 Concrete, 6" WELL CONSTRUCTION 1 Date Compl. : 1 -29 -08 SILTY SAND, 0/70/30, brown, dry, loose, no stain, SM no odor. Hole Diameter. 8 5/8 in. Drill. Method : Mobile B -53 Company ReR M. Magargee WELL GRADED SAND, 0/10010, tan, dry, loose, no WELL CASING stain, no odor. Material :PVC 5—N Diameter : 2 in. 0 3/3/4 Joints : threaded WELL SCREEN Material : PVC Diameter SW :threaded Opening :.020 slot 10 SAND PACK : #3 sand 0 3/4/5 ANNULUS SEAL bentonite NOTES: t WELL GRADED SAND AND GRAVEL, 30170/0, subangular cobble to 1/4 inch in diameter, tan, dry, 15 °•� loose, no stain, no odor. ': 0 517/8 W/G v: WELL GRADED SAND, 0 /100 /0, tan, dry, loose, no 20 :• stain, no odor. o 6/9111 25 SW 0 7/10/13 30 0 9/12114 31 35 0 VEIR LOG OF BORING B -3 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started :1-29-08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample Well: B -3 c m = o' Elev.:370 L a U) a Well Construction DESCRIPTION o C cppm) m Information 0 Concrete, 6" WELL CONSTRUCTION Date Compl. :1-29-08 Hole Diameter. 2 in. Drill. Method : Hand Auger 1 Magargee SILTY SAND, 0 /70 /30, brown, dry, loose, slight gray stain, slight odor. WELL CASINGM. Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK WELL GRADED SAND, 0 1100 /0, tan, dry, loose, no ;•` stain, trace odor. ANNULUS SEAL NOTES: 5 2 2/3/4 SW '• 10 : ' No odor 0 3/4/5 11 m i� N Q� C1 O VEIR LOG OF BORING B -4 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started :1-29-08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample La) i Well: B -4 c y = o Elev.:370 Well Construction DESCRIPTION (pp m) a) (n Information in 0 Concrete, 6" WELL CONSTRUCTION Date Compl. :1-29-08 Hole Diameter. 2 in. 1 Drill. Method : Hand Auger Re Magargee SILTY SAND, 0170/30, brown, dry, loose, slight gray stain, slight odor. WELL CASINGM. Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK :.' WELL GRADED SAND, 0/100/0, tan, dry, loose, no :•' stain, trace odor. ANNULUS SEAL NOTES: 5 0 2/3/3 SW 10 i 0 3/4/4 - ' 11 N O VEIR LOG OF BORING B -5 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started : 1 -29 -08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample LL c Well: B -5 c 0 -F ' o Elev.:370 a 0 0 Well Construction DESCRIPTION (ppm) Information rca in 0 Concrete, 6" WELL CONSTRUCTION Date Compl. : 1 -29 -08 Hole Diameter. 2 in. Drill. Method : Hand Auger 1 Company Rea M. Magargee SILTY SAND, 0/70/30, brown, dry, loose, slight gray stain, trace odor. 9 Y WELL CASING Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK WELL GRADED SAND, 0/100/0, tan, dry, loose, no stain, no odor. ANNULUS SEAL NOTES: 5 0 2/3/4 SW I 10 0 3/4/5 - 11 VEIR LOG OF BORING B -6 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started :1-29-08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample La) i Well: B -6 c y = o Elev.:370 a rn a U Well Construction U) § DESCRIPTION o m Information cppm� 0 Concrete, 6" WELL CONSTRUCTION Date Compl. :1-29-08 Hole Diameter. 2 in. 1 Drill. Method : Hand Auger Magargee SILTY SAND, 0/70/30, brown, dry, loose, slight gray stain, trace odor. WELL CASINGM. Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK WELL GRADED SAND, 0 /100 /0, tan, dry, loose, no '• stain, no odor. ANNULUS SEAL NOTES: 5 0 3/4/4 SW 10 I 0 4/5/6 -- 11 m 0 0 r 0 VEIR LOG OF BORING B -7 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started : 1 -29 -08 Company Rep. : M. Magargee 11 East 4th Street Date Completed :1-29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample Well: B -7 S 4D _ 'o Elev.:370 a C/) , a. 0 Well Construction DESCRIPTION �ppm) o Information in 0 Concrete, 6" WELL CONSTRUCTION Date Compl. :1-29-08 Hole Diameter. 2 in. 1 Drill. Method : Hand Auger Re Magargee SILTY SAND, 0170/30, grayish- brown, dry, loose, gray stain, moderate odor. WELL CASINGM. Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK WELL GRADED SAND, 0/100/0, tan, dry, loose, no :•` stain, no odor. ANNULUS SEAL NOTES: 5 0 2/3/5 SW 10 0 3/4/6 - 11 VEIR LOG OF BORING B -8 4560 California Avenue, Suite 110 Bakersfield, California 93309 (Page 1 of 1) Mr. John Stuart, Jr. Date Started : 1 -29-08 Company Rep. : M. Magargee 11 East 4th Street Date Completed : 1 -29-08 Bakersfield, California Hole Diameter : 2 in. Drilling Method : Hand Auger Stuarts' Petroleum Company Sampling Method : Split Spoon Sample Soil sample c Well: B -8 ii c m = 0 Elev.:370 r a Q- Well Construction ( DESCRIPTION o (ppm) m Information 0 Concrete, 6" WELL CONSTRUCTION Date Compl. :1-29-08 Hole Diameter. 2 in. Drill. Method : Hand Auger 1 Magargee SILTY SAND, 0/70/30, brown, dry, loose, slight gray stain, slight odor. WELL CASINGM. Material Diameter Joints SM WELL SCREEN Material Diameter Joints Opening SAND PACK WELL GRADED SAND, 0/100/0, tan, dry, loose, no stain, no odor. ANNULUS SEAL NOTES: 5 0 3/414 SW '• 10 0 5/617 -- - 11 ATTACHMENT 4. LABORATORY REPORT :M LABORATORIES, INC. Date of Report: 02/06/2008 Mark Margargee Central Sierra Environmental 1400 Easton Dr. #132 Bakersfield, CA 93309 RE: Fast Break Mobil BC Work Order: 0801274 Enclosed are the results of analyses for samples received by the laboratory on 01/29/2008 15:50. If you have any questions concerning this report, please feel free to contact me. Sincerely, Contact Person: Linda Phou mneun Client Service Rep Authorized Signature All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.belabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 1 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com Laboratory / Client Sample Cross Reference Laboratory Client Sample Information 0801274 -01 COC Number: -- Receive Date: 01/29/2008 15:50 Project Number: -- Sampling Date: 01/29/2008 10:55 Sampling Location: -- Sample Depth: -- Sampling Point: B -1 -20 Sample Matrix: Solids Sampled By: -- 0801274-02 COC Number: — Receive Date: 01/29/2008 15:50 Project Number: -- Sampling Date: 01/29/2008 11:15 Sampling Location: — Sample Depth: -- Sampling Point: B -1 -30 Sample Matrix: Solids Sampled By: -- 0801274-03 COC Number: - -- Receive Date: 01/29/2008 15:50 Project Number: -- Sampling Date: 01/29/2008 12:35 Sampling Location: -- Sample Depth: - -- Sampling Point: B-2 -20 Sample Matrix: Solids Sampled By: --- 0801274-04 COC Number: -- Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 12:55 Sampling Location: -- Sample Depth: -- Sampling Point: B -2 -30 Sample Matrix: Solids Sampled By: -- 0801274-05 COC Number: -- Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 13:15 Sampling Location: -- Sample Depth: - -- Sampling Point: B -3 -10 Sample Matrix: Solids Sampled By: - -- BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 1 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com :w LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must he reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 2 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com Laboratory / Client Sample Cross Reference Laboratory Client Sample Information 0801274 -06 COC Number: -- Receive Date: 01/29/2008 15:50 Project Number: -- Sampling Date: 01/29/2008 13:30 Sampling Location: – Sample Depth: -- Sampling Point: B-4 -10 Sample Matrix: Solids Sampled By: -- 0801274-07 COC Number: — Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 13:50 Sampling Location: - -- Sample Depth: -- Sampling Point: B -5-10 Sample Matrix: Solids Sampled By: — 0801274 -08 COC Number: -- Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 14:10 Sampling Location: -- Sample Depth, — Sampling Point: B-6 -10 Sample Matrix: Solids Sampled By: --- 0801274-09 COC Number: - -- Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 14:30 Sampling Location: -- Sample Depth: — Sampling Point: B-7 -10 Sample Matrix: Solids Sampled By: -- 0801274-10 COC Number: — Receive Date: 01/29/2008 15:50 Project Number: — Sampling Date: 01/29/2008 14:50 Sampling Location: - -- Sample Depth: -- Sampling Point: B -8 -10 Sample Matrix: Solids Sampled By: - -- BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must he reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 2 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -01 Client Sample Name: B-1-20,1/29/2008 10:55:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Daterrime Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg /kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01108 11:24 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02101/08 11:24 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg/kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 102 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 11:24 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 105 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02101/08 11:24 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 103 % 74-121 (LCL - UCL) EPA -8260 01/31108 02/01/08 11:24 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 3 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -01 Client Sample Name: B-1-20,1/29/2008 10:55:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg /kg 1.0 0.13 Luft 01/30/08 01/30/08 15:12 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 97.0 % 70 - 130 (LCL - UCQ Luft 01/30/08 01/30/08 15:12 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 4 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com —W LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -01 Client Sample Name: B-1-20,1129/2008 10:55:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg/kg 10 2.6 Luft/TPHd 01/31/08 02/05/08 05:29 PTL GC -5 1 BRB0166 ND Tetracosane (Surrogate) 84.6 % 34 - 136 (LCL - UCL) Luft/TPHd 01/31/08 02/05/08 05:29 PTL GC -5 1 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 5 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -02 Client Sample Name: B-1-30,1/29/2008 11:15:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND 1,2- 0ibromoethane ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg /kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31108 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg /kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND Ethanol ND mg /kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 105 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02101/08 11:50 JSK MS -V3 1 BRA1676 Toluene -l8 (Surrogate) 107 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 100 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 11:50 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 6 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager. Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -02 Client Sample Name: B-1-30,1/29/2008 11:15:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) 0.21 mg/kg 1.0 0.13 Luft 01/30/08 01/30/08 19:15 JCC GC -V8 1 BRA1743 ND J a,a,a- Trifluorotoluene (FID Surrogate) 96.0 % 70 - 130 (LCL - UCL) Luft 01130/08 01/30108 19:15 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 7 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -02 Client Sample Name: B-1-30,1/29/2008 11:15:OOAM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date DatefTime Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) 20 mg/kg 10 2.6 LufUTPHd 01/31/08 02/05/08 05:43 PTL GC -5 0.987 BRB0166 ND Tetracosane (Surrogate) 104 % 34 - 136 (LCL - UCL) LufVTPHd 01/31/08 02/05/08 05:43 PTL GC -5 0.987 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third patty interpretation. Page 8 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -03 Client Sample Name: B-2-20,11/29/2008 12:35:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01108 12:16 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 12 :16 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg /kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg /kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01131/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 102 % 70 - 121 (LCL - UCL) EPA -8260 01/31108 02/01/08 12:16 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 103 % 81 - 117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 102 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 12:16 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting patty. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 9 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -03 Client Sample Name: B-2-20,1/29/2008 12:35:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date DatelTime Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg/kg 1.0 0.13 Luft 01/30/08 01/30/08 19:46 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 98.0 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/30/08 19:46 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 10 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. - Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -03 Client Sample Name: B-2-20,1/29/2008 12 :35:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg/kg 10 2.6 LuftlTPHd 01/31/08 02/05/08 05:58 PTL GC -5 1 BRB0166 ND Tetracosane (Surrogate) 96.8 % 34 - 136 (LCL - UCL) Luft/TPHd 01/31/08 02/05/08 05:58 PTL GC -5 1 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for rcport alteration, separation, detachment or third party interpretation. Page 11 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :W LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager. Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -04 Client Sample Name: B-2-30,11/29/2008 12:55:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Dateffime Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg /kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg/kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 100 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 104 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 4- Brornofluorobenzene (Surrogate) 103 % 74-121 (LCL - UCL) EPA -8260 01131/08 02/01/08 12:42 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 12 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -04 Client Sample Name: B-2-30,11/2912008 12:55:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Daterrime Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg /kg 1.0 0.13 Luft 01/30/08 01/30/08 22:18 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 94.2 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/30/08 22:18 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 13 of 42 4100 Atlas Court • Bakersfield, CA 93308 -(661)3274911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -04 Client Sample Name: B-2-30,1/29/2008 12:55:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg /kg 10 2.6 Luft/TPHd 01/31/08 02105/08 06:12 PTL GC -5 0.997 BRB0166 ND Tetracosane (Surrogate) 94.9 % 34 - 136 (LCL - UCL) Luft/TPHd 01/31/08 02105108 06:12 PTL GC -5 0.997 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 14 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.betabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -05 Client Sample Name: B-3-10,1/29/2008 1:15:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02101/08 13:08 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02101/08 13:08 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND Toluene 0.0020 mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND J Total Xylenes 0.012 mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 13 :08 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg/kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 106 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 107 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 103 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 13:08 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 15 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager. Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -05 Client Sample Name: B-3-10,1/29/2008 1:15:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg /kg 1.0 0.13 Luft 01/30/08 01/30/08 22:48 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 99.2 %t, 70 - 130 (LCL - UCL) Luft 01/30/08 01/30/08 22:48 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting patty. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 16 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. - Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -05 Client Sample Name: B-3-10,1/29/2008 1:15:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg /kg 10 2.6 Luft/TPHd 01/31/08 02/05/08 06:26 PTL GC -5 0.997 BRB0166 ND Tetracosane (Surrogate) 87.7 % 34 - 136 (LCL - UCQ Luft/TPHd 01/31/08 02/05/08 06:26 PTL GC -5 0.997 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 17 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -06 Client Sample Name: B-4-10,1/29/2008 1:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Daterrime Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg /kg 0.0050 0.0014 EPA -8260 01/31/08 02/01108 13:35 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01131/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg /kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01108 13 :35 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg /kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg /kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01/31108 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND Ethanol ND mg /kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 102 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02101/08 13:35 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 110 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 104 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 13:35 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third patty interpretation. Page 18 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :W LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -06 Client Sample Name: B-4-10,1/29/2008 1:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) 1.4 mg/kg 1.0 0.13 Luft 01/30/08 01/30/08 23:19 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 96.8 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/30/08 23:19 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 19 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bciabs.com —M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -06 Client Sample Name: B-4-110,11/29/2008 1:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) 41 mg /kg 10 2.6 LuftITPHd 01/31/08 02/05/08 06:41 PTL GC -5 0.984 BRB0166 ND Tetracosane (Surrogate) 79.3 % 34 - 136 (LCL - UCL) LuftlTPHd 01/31/08 02/05/08 06:41 PTL GC -5 0.984 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 20 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -07 Client Sample Name: B-5-10,1/29/2008 1:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg /kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01108 14:01 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND Total Xylenes 0.0037 mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND J t -Amyl Methyl ether ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg /kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND Ethanol ND mg /kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 99.7 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01108 14:01 JSK MS -V3 1 BRA1676 Toluene -l8 (Surrogate) 103 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 103 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:01 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 21 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 32711911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -07 Client Sample Name: B-5-10,1/29/2008 1:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg/kg 1.0 0.13 Luft 01/30/08 01/30108 23:49 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 98.0 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/30/08 23:49 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 22 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -07 Client Sample Name: B-5-10,1/29/2008 1:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg/kg 10 2.6 Luft/TPHd 01/31/08 02/05/08 06:55 PTL GC -5 0.993 BRB0166 ND Tetracosane (Surrogate) 101 % 34 - 136 (LCL - UCL) Luft/TPHd 01/31/08 02/05/08 06:55 PTL GC -5 0.993 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 23 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -08 Client Sample Name: B-6-10,1/29/2008 2:10:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01131/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg /kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg/kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND Ethanol ND mg /kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 97.8 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 103 % 81-117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 98.0 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:27 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 24 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -08 Client Sample Name: B-6-10,1/29/2008 2:10:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg/kg 1.0 0.13 Luft 01/30/08 01/31/08 00:19 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 99.0 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/31/08 00:19 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 25 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com 9 LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/200!817:26] 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -08 Client Sample Name: B-6-10,1/29/2008 2:10:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date DatelTime Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg/kg 10 2.6 LuftfFPHd 01/31/08 02/05/08 07:09 PTL GC -5 0.993 BRB0166 ND Tetracosane (Surrogate) 104 % 34 - 136 (LCL - UCL) Luft/TPHd 01/31/08 02/05/08 07:09 PTL GC -5 0.993 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 26 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com W LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -09 Client Sample Name: B-7-10,1/29/2008 2:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02101/08 14:53 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg/kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg /kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether ND mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Toluene ND mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Total Xylenes ND mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg /kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -l4 (Surrogate) 99.1 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 101 % 81 - 117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 102 % 74-121 (LCL - UCL) EPA -8260 01131/08 02/01/08 14:53 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 27 of 42 4100 Atlas Court - Bakersfield, CA 93308 - (661) 327 -4911 - FAX (661) 327 -1918 - www.bclabs.com :W . I LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -09 Client Sample Name: B-7-10,1/29/2008 2:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment iD Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) ND mg /kg 1.0 0.13 Luft 01/30/08 01/31/08 00:50 JCC GC -V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 97.2 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/31/08 00:50 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 28 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported:. 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -09 Client Sample Name: B-7-10,1129/2008 2:30:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) ND mg/kg 10 2.6 Luft/TPHd 01/31/08 02/05/08 07:24 PTL GC -5 0.997 BRB0166 ND Tetracosane (Surrogate) 98.3 % 34-136 (LCL - UCL) Luff/TPHd 01/31/08 02/05/08 07:24 PTL GC -5 0.997 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 29 of 42 4100 Atlas Court • Bakersfield, CA 93308,• (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) BCL Sample ID: 0801274 -10 Client Sample Name: B-8-10,1/29/2008 2:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Benzene ND mg/kg 0.0050 0.0014 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND 1,2- Dibromoethane ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane ND mg/kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND Ethylbenzene ND mg/kg 0.0050 0.0013 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND Methyl t -butyl ether 0.0017 mg/kg 0.0050 0.0012 EPA -8260 01/31/08 02101/08 15:20 JSK MS -V3 1 BRA1676 ND J Toluene 0.0058 mg /kg 0.0050 0.0012 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND Total Xylenes 0.037 mg/kg 0.010 0.0037 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND t -Amyl Methyl ether ND mg /kg 0.0050 0.0011 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND t -Butyl alcohol ND mg/kg 0.050 0.019 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND Diisopropyl ether ND mg /kg 0.0050 0.00099 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND Ethanol ND mg/kg 1.0 0.13 EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 ND 1,2- Dichloroethane -d4 (Surrogate) 99.4 % 70 - 121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 Toluene -d8 (Surrogate) 99.2 % 81 - 117 (LCL - UCL) EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 4- Bromofluorobenzene (Surrogate) 98.9 % 74-121 (LCL - UCL) EPA -8260 01/31/08 02/01/08 15:20 JSK MS -V3 1 BRA1676 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must he reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 30 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -10 Client Sample Name: B-8-10,1/29/2008 2:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Gasoline Range Organics (C4 - C12) 7.3 mg/kg 1.0 0.13 Luft 01/30/08 01/31/08 01:20 JCC GC-V8 1 BRA1743 ND a,a,a- Trifluorotoluene (FID Surrogate) 94.8 % 70 - 130 (LCL - UCL) Luft 01/30/08 01/31/08 01:20 JCC GC -V8 1 BRA1743 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 31 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons BCL Sample ID: 0801274 -10 Client Sample Name: B-8-10,1/29/2008 2:50:OOPM Prep Run Instru- QC MB Lab Constituent Result Units PQL MDL Method Date Date/Time Analyst ment ID Dilution Batch ID Bias Quals Diesel Range Organics (C12 - C24) Tetracosane (Surrogate) ND mg /kg 10 2.6 LUft/TPHd 01/31/08 02/05/08 07:38 PTL GC -5 0.987 BRB0166 ND 94.5 % 34 - 136 (LCL - UCL) LuftfTPHd 01/31/08 02/05/08 07:38 PTL GC -5 0.987 BRB0166 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 32 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) Quality Control Report - Precision & Accuracy Control Limits Source Source Spike Percent Percent Constituent Batch ID QC Sample Type Sample ID Result Result Added Units RPD Recovery RPD Recovery Lab Quals Benzene BRA1676 Matrix Spike 0801068 -03 ND 0.11900 0.12500 mg /kg 95.2 70-130 Matrix Spike Duplicate 0801068 -03 ND 0.11335 0.12500 mg /kg 4.8 90.7 20 70-130 Toluene BRA1676 Matrix Spike 0801068 -03 ND 0.12092 0.12500 mg/kg 96.7 70-130 Matrix Spike Duplicate 0801068 -03 ND 0.11232 0.12500 mg/kg 7.3 89.9 20 70-130 1,2- Dichloroethane -l4 (Surrogate) BRA1676 Matrix Spike 0801068 -03 ND 0.045006 0.050000 mg /kg 90.0 70-121 Matrix Spike Duplicate 0801068 -03 ND 0.042955 0.050000 mg /kg 85.9 70-121 Toluene -d8 (Surrogate) BRA1676 Matrix Spike 0801068 -03 ND 0.051390 0.050000 mg/kg 103 81 -117 Matrix Spike Duplicate 0801068 -03 ND 0.048685 0.050000 mg /kg 97.4 81 -117 4- Bromofluorobenzene (Surrogate) BRA1676 Matrix Spike 0801068 -03 ND 0.049487 0.050000 mg /kg 99.0 74-121 Matrix Spike Duplicate 0801068 -03 ND 0.048412 0.050000 mg/kg 96.8 74-121 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must he reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 33 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :M I LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons Quality Control Report - Precision & Accuracy Control Limits Source Source Spike Percent Percent Constituent Batch ID QC Sample Type Sample ID Result Result Added Units RPD Recovery RPD Recovery Lab Quals Gasoline Range Organics (G4-C12) BRA1743 Matrix Spike 0801274 -01 ND 4.9989 5.0000 mg /kg 100 70-130 Matrix Spike Duplicate 0801274 -01 ND 5.0192 5.0000 mg /kg 0 100 20 70-130 a,a,a- Trifluorotoluene (FID Surrogate) BRA1743 Matrix Spike 0801274 -01 ND 0.038800 0.040000 mg/kg 97.0 70-130 Matrix Spike Duplicate 0801274 -01 ND 0.038900 0.040000 mg /kg 97.2 70-130 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 34 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bciabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons Quality Control Report - Precision & Accuracy Control Limits Source Source Spike Percent Percent Constituent Batch ID QC Sample Type Sample ID Result Result Added Units RPD Recovery RPD Recovery Lab Quals Diesel Range Organics (C12 - C24) BRB0166 Matrix Spike 0801274 -02 20.235 89.965 81.967 mg/kg 85.1 40-137 Matra Spike Duplicate 0801274 -02 20.235 92.876 83.333 mg/kg 2.4 87.2 30 40-137 Tetracosane (Surrogate) BRB0166 Matrix Spike 0801274 -02 ND 3.1169 3.2787 mg/kg 95.1 34-136 Matrix Spike Duplicate 0801274 -02 ND 3.0980 3.3333 mg/kg 92.9 34-136 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 35 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Volatile Organic Analysis (EPA Method 8260) Quality Control Report - Laboratory Control Sample Control Limits Spike Percent Percent Constituent Batch ID QC Sample ID QC Type Result Level PQL Units Recovery RPD Recovery RPD Lab Quals Benzene BRA1676 BRA1676 -BS1 LCS 0.11876 0.12500 0.0050 mg/kg 95.0 70-130 Toluene BRA1676 BRA1676 -BS1 LCS 0.11539 0.12500 0.0050 mg/kg 92.3 70-130 1,2- DiohloroethaneA4 (Surrogate) BRA1676 BRA1676 -BS1 LCS 0.044047 0.050000 mg /kg 88.1 70-121 Toluene -d8 (Surrogate) BRA1676 BRA1676 -BS1 LCS 0.048197 0.050000 mg/kg 96.4 81-117 4- Bromofluorobenzene (Surrogate) BRA1676 BRA1676 -BS1 LCS 0.047539 0.050000 mg/kg 95.1 74-121 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 36 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com :W LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons Quality Control Report - Laboratory Control Sample Control Limits Spike Percent Percent Constituent Batch ID QC Sample ID QC Type Result Level PQL Units Recovery RPD Recovery RPD Lab Quals Gasoline Range Organics (C4-C12) BRA1743 BRA1743 -BSI LCS 5.3409 5.0000 1.0 mg/kg 107 85-115 a,a,a- Trifluorotoluene (FID Surrogate) BRA1743 BRA1743 -BS1 LCS 0.039200 0.040000 mg/kg 98.0 70-130 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 37 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons Quality Control Report - Laboratory Control Sample Control Limits Spike Percent Percent Constituent Batch ID QC Sample ID QC Type Result Level PQL Units Recovery RPD Recovery RPD Lab Quals Diesel Range Organics (C12 - C24) BRB0166 BR60166 -13S1 LCS 97.233 82.508 10 mg/kg 118 50-136 Tetracosane (Surrogate) BRB0166 BRB0166 -BS1 LCS 3.1769 3.3003 mg/kg 96.3 34-136 BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. page 38 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www.bclabs.com :M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 39 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www,bclabs.com Volatile Organic Analysis (EPA Method 8260) Quality Control Report - Method Blank Analysis Constituent Batch ID QC Sample ID MB Result Units PQL MDL Lab Quals Benzene BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.0014 1,2- Dibromoethane BRA1676 BRA1676 -BLK1 ND mg /kg 0.0050 0.0011 1,2- Dichloroethane BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.00099 Ethylbenzene BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.0013 Methyl t -butyl ether BRA1676 BRA1676 -BLK1 ND mg /kg 0.0050 0.0012 Toluene BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.0012 Total Xylenes BRA1676 BRA1676 -BLK1 ND mg /kg 0.010 0.0037 t -Amyl Methyl ether BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.0011 t -Butyl alcohol BRA1676 BRA1676 -BLK1 ND mg /kg 0.050 0.019 Diisopropyl ether BRA1676 BRA1676 -BLK1 ND mg/kg 0.0050 0.00099 Ethanol BRA1676 BRA1676 -BLK1 ND mg /kg 1.0 0.13 1,2- Dichloroethane -d4 (Surrogate) BRA1676 BRA1676 -BLK1 89.2 % 70 - 121 (LCL - UCL) Toluene -d8 (Surrogate) BRA1676 BRA1676 -BLK1 94.4 % 81 - 117 (LCL - UCL) 4- Bromofluorobenzene (Surrogate) BRA1676 BRA1676 -BLK1 94.4 % 74 - 121 (LCL - UCL) BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 39 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 3274911 • FAX (661) 327 -1918 • www,bclabs.com :M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Purgeable Aromatics and Total Petroleum Hydrocarbons Quality Control Report - Method Blank Analysis Constituent Batch ID QC Sample ID MB Result Units PQL MDL Lab Quals Gasoline Range Organics (C4 - C12) BRA1743 BRA1743 -BLK1 ND mg/kg 1.0 0.13 a,a,a- Trifluorotoluene (FID Surrogate) BRA1743 BRA1743 -BLK1 100 % 70 - 130 (LCL - UCQ BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 40 of 42 4100 Atlas Court • Bakersfield, CA 93308 - (661) 327 -4911 • FAX (661) 327 -1918 • www.belabs.com :M LABORATORIES, INC. Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Total Petroleum Hydrocarbons Quality Control Report - Method Blank Analysis Constituent Batch ID QC Sample ID MB Result Units PQL MDL Lab Quals Diesel Range Organics (C12 - C24) BRB0166 BRB0166 -BLK1 ND mg/kg 10 2.6 Tetracosane (Surrogate) BRB0166 BRB0166 -BLK1 95.6 % 34 - 136 (LCL - UCL) BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 41 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.bclabs.com s LABORATORIES, INC. ^ Central Sierra Environmental Project: Fast Break Mobil Reported: 02/06/2008 17:26 1400 Easton Dr. #132 Project Number: [none] Bakersfield, CA 93309 Project Manager: Mark Margargee Notes And Definitions J Estimated Value (CLP Flag) MDL Method Detection Limit ND Analyte Not Detected at or above the reporting limit PQL Practical Quantitation Limit RPD Relative Percent Difference BC Laboratories The results in this report apply to the samples analyzed in accordance with the chain of custody document. This analytical report must be reproduced in its entirety. All results listed in this report are for the exclusive use of the submitting party. BC Laboratories, Inc. assumes no responsibility for report alteration, separation, detachment or third party interpretation. Page 42 of 42 4100 Atlas Court • Bakersfield, CA 93308 • (661) 327 -4911 • FAX (661) 327 -1918 • www.belabs.com 1 1 1 1 Analysis Requested I I I I' + 7 f L/?' % 1 1 I 1 . 1 / \ Sample '7 Date Time ' _ Sampled Sampled Ad • I • I i or equal to 48 hours? ■ Y. F' No Y 1 work days Lei rra 17 + �. J• : J s. • I • li _ . PT Email Address: :7 • / 1 1 ' Sample Description # _�i Ipl � ` .I,��� ©����� ►-� ■■ ■'111-■ MM M ■zip: jr5 j ��4�9 ■ ■t� ■ ■� ►� ■ ■ ■IIIIL� ' :. •• ■ EVA •� WWI ;��: M : 0■ ■010 -40 , NEW21111ME ■■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11111■ ■■ ■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11111■ ■■ ■�■■■■■■■■■■ 11111M■ ■■■� ■ ■ ■ ■ ■ ■ ■ ■ ■■ 11111■ II11nT F-1 n I I b Client- Drinking Waters on Form? Elyes D9 No Sample 1 I I ��Return to Client Disposal ■ 11 1 I _ ■ ■ EDF Raw ■ Data F�9, N/ , ",:� All Attn: / a _ 11 11 1 of . I 2. I I / / 1 Time 1 imp, I I ishedBy Tate Time 1 11 ' ' Y BC Laboratories, Inc. - 4100 Atlas Ct. - Bakersfield, CA 93308 - 661.327.4911- Fax: 661.327.1918 - www.bclabs.com BC LABORATORIES INC. SAMPLE RECEIPT FORM Rev. No. 10 01121/04 Page Of / Submission #: ko (z;j / Project Code: I TB Batch # SHIPPING INFORMATION — / Federal Express ❑ UPS ❑ Hand Delivery [D/ BC Lab Feld Service ❑ Other ❑ (Specify) SHI PING CONTAINER Ice Chest None ❑ Box ❑ Other ❑ (Specify) Refrigerant: Ice 2r Blue Ice ❑ None ❑ Other ❑ Comments: Custody Seals: Ice Chest ❑ Intact? Y --t-Fl N,, J I Containers ❑ Intact? Yes n No F-1 None Comments: All samples received? Yes,2---'No ❑ All samples containers intact? Yevff No ❑ Description(s) match COC? Yes/d N� o 0 C Received ED YES El NO Ice Chest ID Emissivity Temperature: °C Container )) LGv4S ID: �� Date/Time ( I LTa IIl(J —"`Thermometer Analyst [nit SAMPLE CONTAINERS SAMPLE NUMBERS 1 2 3 4 6 6- 7 B 9 70 QT GENERAL MINERAL/ GENERAL PHYSICAL PT PE UNPRESERVED T INORGANN: CHEMICAL METALS PT INORGANIC CHEMICAL METALS PT CYANIDE PT NITROGEN FORMS PT TOTAL SULFIDE 2oz NITRATE / NITRITE 100m] TOTAL ORGANIC CARBON T TOX PT CHEMICAL OXYGEN DEMAND PtA PHENOLICS 40ml VOA VIAL TRAVEL BLANK 40m] VOA VIAL t t t 1 1 t t t t t t t t at t t t T EPA 413.1.413.2,41&1 PT ODOR RADIOLOGICAL BACTERIOLOGICAL 40 ml VOA VIAL- 504 QT EPA 508/608/8080 T EPA 515.118150 Qr EPA 525 OT EPA 525 TRAVEL BLANK 100mi EPA 547 100ml EPA 531.1 OT EPA 548 OT EPA 549 T EPA 632 T EPA 8015M OA/QC OT T AMBER 8 OZ JAR 32 OZ AR SOIL SLEEVE PCB VIAL PLASTIC BAG FERROUS IRON ENCORE Comments: Sample Numbering Completed By: DateMme: [H:WOCSIW P80 \LAB_DOCSIFORMSISAMREC2. WPDI Central Enviro January 21, 2008 Mr. John Stuart, Jr. Stuarts' Petroleum Company 11 East 4th Street Bakersfield, California 93307 --onmental Consultant BASELINE ENVIRONMENTAL ASSESSMENT WORK PLAN FOR THE FAST BREAK MOBIL SERVICE STATION, 4800 WHITE LANE, BAKERSFIELD, CALIFORNIA Dear Mr. Stuart: The following work plan outlines Central Sierra Environmental, LLC's (CSE's) proposed methodology for conducting a Baseline Environmental Assessment (BEA) at the above - referenced site. CSE proposes to advance eight soil borings adjacent to the USTs and dispensers and analyze soil samples for gasoline and diesel hydrocarbons during this environmental assessment. The BEA is being performed in association with Stuarts' Petroleum Company vacating the lease on the property. The BEA is intended to establish baseline environmental conditions to satisfy the due diligence requirements for eligibility to seek reimbursement as a B Class claimant from the SWRCB /UST Cleanup Fund (USTCF) for any potential investigation and /or cleanup cost that may be required by the Bakersfield Fire Department Hazardous Materials Division (BFDHMD). 1. PURPOSE AND SCOPE: The purpose of this work plan is to outline the methodology to be followed for the assessment of the potential gasoline hydrocarbons in the soil at the subject site. The proposed scope of work for this project includes the following major tasks: • develop a work plan and worker health and safety plan for the BEA at the Fast Break Mobil Service Station; • advance two soil borings to a depth of 30 fbg adjacent to the northwest and southeast ends of the UST cluster, and six soil borings to a depth of 10 fbg adjacent to the six fuel dispensers; • analyze soil samples for TPH as gasoline, TPH as diesel, BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2 -DCA, and ethanol; and • prepare a Baseline Environmental Assessment Report documenting the drilling activities, sample results, data analysis, conclusions, and recommendations for any further action that may be necessary. 1400 Easton Drive, Suite 132, Bakersfield, California 93309 (661) 325 -4862 — Fax (661) 325 -5126, censenv@aol.com a Mr. John Stuart, Jr. Stuarts' Petroleum Company January 21, 2008 - Page 2 2. SITE DESCRIPTION: The Fast Break Mobil Service Station is located at 4800 White Lane, Suite O, Bakersfield, Kern County, Califomia (see Figure 1 — Site Location Map). The site is located in southwest quarter of the northwest quarter of Section 14, Township 30 South, Range 27 East, Mount Diablo Base and Meridian. The site is zoned C -2 for medium commercial use by the City of Bakersfield Planning Department. Commercial businesses flank White Lane and Stine Road. The site is developed with the market building and the retail vehicle fueling facilities (see Figure 2 - Plot Plan). The service station was constructed in 1984 with four 10,000 - gallon single - walled steel underground storage tanks (USTs), with three of the USTs used to store gasoline and fourth UST used to store diesel fuel. The USTs were upgraded with lining and cathodic protection in 1998. There are six dispensers on two islands that are connected to the USTs with single walled fiberglass product piping. There have been no reported petroleum releases from the fueling facilities. The responsible party (RP) is Stuarts' Petroleum Company (Stuarts'). The RP contact is Mr. John Stuart, Jr., 11 East 4th Street, Bakersfield, California, 93307, (661) 325 -6320. The property owner is Stine and White Properties. The property owner contact is Mr. Clyde Barbeau, 5001 California Avenue, Suite 100, Bakersfield, California, 93309, (661) 323 -1996. The consultant contact is Mr. Mark R. Magargee, Central Sierra Environmental, LLC., 1400 Easton Drive, Building E, Suite 132, Bakersfield, California, 93309, (661) 325 -4862. The regulatory agency contact is Mr. Howard Wines III, Bakersfield Fire Department Hazardous Materials Division, 1501 Truxtun Avenue, Bakersfield, California 93301, (661) 326 -3979. 3. SITE MAPS: Site maps are included as Figures 1 and 2. 4. TOPOGRAPHY, GEOLOGY, AND HYDROGEOLOGY: Site climate is typical of the southern San Joaquin Valley with hot summers and mild winters, accented with periods of Tule fog in the winter. The prevailing wind direction is from the northwest 58 percent of the time, at an average wind speed of 5 to 11 mph at Meadows Field Airport in Bakersfield, California. The average annual rainfall at the site is approximately 6.5 inches, as is displayed on annual precipitation map from the Kern County Department of Public Works ( KCDPW). Most of the precipitation is received during the winter months from December through March. Isohyetal maps obtained from the KCDPW Floodplain Management Department indicate that the 100 -year, 24 -hour, maximum precipitation is 4 inches. Evaporation is in excess of 80 inches per year, and the thickness of the moisture - deficient zone is in excess of 50 feet. The site is located approximately three miles south of the current channel of the Kern River and is not located within the limits of the either the 100 or 500 -year flood plain of the Kern River. The site is located at an elevation of 370 feet above MSL, and the topography slopes to the southwest, toward Buena Vista Lake (see Figure 1). The subject site is located on the eastern flank of the San Joaquin Valley and west of the southern Sierra Nevada. The surface of the San Joaquin a Mr. John Stuart, Jr. Stuarts' Petroleum Company January 21, 2008 - Page 3 Valley is composed primarily of unconsolidated Pleistocene (1.6 million to 11,000 years ago) and Recent (11,000 years ago to the present) alluvial sediments. Beneath the alluvial sediments are older, predominantly lake -bed deposits. These lie unconformably on Mio- Pliocene marine sediments, which extend to a crystalline basement at a depth of approximately 50,000 fbg. At the subject site, surface deposits consist of Quaternary (recent) unconsolidated alluvium overlying Quaternary (Pleistocene) nonmarine sediments. Geologic deposits in the study area include Pleistocene alluvial sediments that form a homocline dipping gently to the southwest. The deposits are alluvium consisting of indurated and dissected fan deposits (California Division of Mines and Geology, 1965, Geologic Map of California, Bakersfield Sheet). The alluvium consists of silty sands and fine- grained to coarse - grained sands, with intervals of finer grained, sandy silts and minor development of clay overbank deposits. Surface soils are classified by the Soils Conservation Services as Chanac loam with moderate permeability. The site is located in the southern portion of the San Joaquin Valley, with the Sierra Nevada Mountains 10 miles to the east, the San Emigdio Mountains 30 miles to the south, and the Temblor Mountains 40 miles to the west. In the region of the Stockdale Oil Field, the Tertiary, sedimentary sequence from top to bottom is non - marine Quaternary and Pleistocene Kern River Formation alluvium, marine Pliocene San Joaquin and Etchegoin formations, marine Upper Miocene Reef Ridge Formation, marine Middle Miocene Fruitvale Formation, marine Lower Miocene Round Mountain, Olcese, and Freeman -Jewett formations, marine Oligocene Vedder Formation, and marine Eocene Tumey and Kreyenhagen formations. The subject site is in an area of extensive plio- pleistocene faulting. These include the San Andreas Fault, 50 miles to the west. Oil is produced in faulted traps within the Stockdale Oil Field. The site is located in the southern portion of the Great Valley geomorphic province. The Great Valley is a north - south - trending valley, approximately 400 miles long by 50 miles wide, the southern portion of which is known as the San Joaquin Valley. Surface water and groundwater in the San Joaquin Valley are derived predominantly from the Sierra Nevada to the east and are transported by five major rivers, the closest to the site being the Kern River. The Kern River is located approximately three miles north of the site. The depth to the regional, unconfined aquifer is in excess of 200 fbg, and the groundwater gradient is to the southwest, toward Buena Vista Lake (Kern County Water Agency (KCWA), 2005, 2000 Water Supply Report, February 2005). Perched groundwater at depths as shallow as 20 fbg is known to be present flanking the current course of the Kern River, three miles north of the site, but is not known to extend to the site (KCWA, 2003). No water wells are located on the site. There are several municipal water supply wells within a mile of the site, including a municipal water well located less than 1,000 feet from the site. The groundwater is considered to be potable and suitable for beneficial uses. Mr. John Stuart, Jr. ` Stuarts' Petroleum Company January 21, 2008 - Page 4 5. TANK HISTORY: The service station was constructed in 1984 with four 10,000 - gallon single - walled steel USTs, with three of the USTs used to store gasoline and fourth UST used to store diesel fuel. There are six dispensers on two islands that are connected to the USTs with single walled fiberglass product piping. The dispensers at the east and west ends of the north and south islands are gasoline multiple product dispensers (MPDs) and the dispensers at the center of the north and south islands are diesel single product dispensers (SPDs) (see Figure 2). 6. PREVIOUS WORK: The service station was constructed in 1984. The fueling facilities are operated under permit with the BFDHMD. The USTs were upgraded with lining and cathodic protection in 1998. There have been no reported petroleum releases from the fueling facilities. There are no records of any previous subsurface investigations at the site (see Attachment 1 for a Summary of Previous Work). 7. STRATEGY AND PROCEDURES FOR CONDUCTING A BASELINE ENVIRONMENTAL ASSESSMENT: The intent of this work plan is to present the methodologies to be used to conduct a BEA at the subject site. CSE proposes to accomplish this by drilling eight soil borings (B -1 through B -8) and analyzing soil samples for TPH as gasoline, TPH as diesel, BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2 -DCA, and ethanol (see Figure 2 for the proposed soil boring locations). 8. DESCRIPTION OF WORK TO BE PERFORMED: Prior to any intrusive methods being conducted at the site, Dig Alert (800 -642 -2444) will be utilized to map out the underground structures. Based on the clearances obtained, CSE will site the soil borings in safe locations. Drilling A total of eight soil borings will be advanced during this BEA. Two soil borings (B -1 and B -2) will be drilled to 30 fbg adjacent to the northwest and southeast ends of the fuel tank cluster and six soil borings (B -3 through B -8) will be drilled to 10 fbg adjacent to the four gasoline MPDs and two diesel SPDs (see Figure 2). Soil samples will be collected at 5 -foot intervals. During the drilling process, soil cuttings, as well as each soil sample, will be field- screened for VOCs using a PID calibrated to 100 ppmv isobutylene, and observations will be made for the visual identification of any soil staining or discoloration. Soils will be classified according to the Unified Soil Classification System by an experienced environmental geologist under the direct supervision of a State of California registered geologist, and all data will be recorded on logs of exploratory borings. Soil samples will be wrapped in TeflonTm, followed by close- fitting plastic caps, and held at a temperature of 4 °C while in the field and in transit to the laboratory. Soil sampling equipment will be decontaminated between sampling attempts using a non - phosphate, soap and water wash; a tap -water rinse; and a distilled, deionized water rinse. Upon the completion of drilling the soil borings will be backfilled with cement and bentonite grout and the asphalt and concrete surfaces patched (see Attachment 2 for the Soil Boring and Sampling Procedures). Mr. John Stuart, Jr. Stuarts' Petroleum Company January 21, 2008 - Page 5 Chemical Analysis of Samples The soil sample from each soil boring exhibiting the highest concentration through field screening using the PID will be submitted for laboratory analysis. The samples will be submitted to a California certified laboratory where they will be analyzed for TPH as gasoline and TPH as diesel using EPA Method 8015 (M), and BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2 -DCA, and ethanol using EPA Method 82608. Report Preparation Upon completion of the site assessment activities, a BEA Report will be prepared, which will be sent to Stuarts', BFDHMD, and White and Stine Properties. The report will contain a summary of the sampling activities, required permits, a site map showing sample locations, description of methodologies used, certified laboratory reports and chain -of- custody documents, conclusions, and recommendations. 9. EQUIPMENT DECONTAMINATION PROCEDURES: Sampling equipment will be decontaminated using a non - phosphate, soap and water wash; a tap water rinse; and a distilled, deionized water rinse. The drill augers will be pressure washed between sampling locations. Plastic sheeting will be placed beneath the drill rig during drilling activities to prevent hydraulic fluids and lubricants from impacting the surface at the site. The contractor shall clean rigs, equipment, tools, and materials before leaving the work area to such a degree that will prevent site - derived materials from spreading outside of the work area. 10. WASTE DISPOSAL PROCEDURES: All drill cuttings and sample spoils that exhibit discoloration, odors, or elevated field- screening readings will be segregated and containerized in 55- gallon, Department of Transportation (DOT) - approved drums pending laboratory analytical results. Uncontaminated soil cuttings will be used as grading fill at the site. Stuarts' Petroleum Company will arrange for the rinsate and impacted drill cuttings to be disposed of off -site at an appropriate licensed facility. 11. EMERGENCY OR INTERIM CLEANUP: Not applicable. 12. WORK SCHEDULE: Work will begin within 5 days subsequent to the acceptance of this work plan by the BFDHMD. The BFDHMD will be notified at least 48 hours before any on -site work commences. A Baseline Environmental Assessment Report will be submitted to the BFDHMD approximately 30 days after commencement of the work. 13. SITE SAFETY PLAN: A worker health and safety plan developed by CSE for UST site investigations outlines the procedures for conducting all on -site work. Site - specific information is provided on the cover page of the worker health and safety plan (see Attachment 3 for the Worker Health and Safety Plan). Mr. John Stuart, Jr. Stuarts' Petroleum Company January 21, 2008 - Page 6 All work will be conducted in accordance with all regulatory requirements as defined by the California State Water Resources Control Board's LUFT Field Manual and the BFDHMD guidance documents. Central Sierra Environmental, LLC, trusts that you will find this Baseline Environmental Assessment Work Plan to your satisfaction. If you have any questions or require additional information, please contact Mr. Mark R. Magargee at (661) 325 -4862 or at e-mail address censenv @aol.com. Respectfully submitted, ,ic�'✓1 Mark R. Magargee, PG, Hg No. 4892 Consulting Hydrogeologist Central Siena Environmental, LLC sr �Zgg MRM /jlt 9 OF l 0 Enclosures: Figure 1 - Site Location Map Figure 2 - Aerial Plot Plan Figure 3 - Plot Plan Attachment 1 - Summary of Previous Work Attachment 2 - Soil Boring and Sampling Procedures Attachment 3 - Worker Health and Safety Plan Appendix 1 - Material Safety Data Sheet cc: Mr. Howard Wines III, BFDHMD Mr. John Stuart, Jr., Stuarts' Mr. Clyde Barbeau, White and Stine Properties . . ...... ...... C= � -X: 3 to �J SITE T I ON --- LOCATI 13 15 14, 0 T�. .... ...... ...... ..... ...... ....... ...... 22 .02 LEGEND STUARTS' PETRO LEU M COMPANY FASTBREAK MOBIL SERVICE STATION 4800 WHITE LANE BAKERSFIELD, CALIFORNIA N FIGURE 1 - SITE LOCATION MAP USGS BAKERSFIELD 7.5 MINUTE SERIES QUADRANGLE CENTRAL SIERRA ENVIRONMENTAL, LLC 1 YFAST BREAK MARK .B c qN spy iy .i 3t U ra w q I 'T s a� :" ;i v d • ffi° YC,r"�y��� �� 1',9n Pit �g� . �a:"F Y ca r wS�` � �� �, ��'� � s�.r,- r�,v'C..�,.t�e� K' r : _ ,�.. +, y'P �4 �,� _ may*' �, �-'K b 0 'T .♦a v, -� k'_ mot. 31 a ' P .. .t \ i � ✓� o ' "r i ,in < - ,1 Ao �. tr._. 1 _ -36�1 L,� t , ri •`G �. F f� �L' '�",T. : �iC" u�' Y _ T$1 FA , 'X 1i '°�' . a r4y..; k- .'r b... . r � � - - t _�. � •. - , f �, t'�,� .�. <: .a ^l� r:�..° m.elr �k�.. AAan�'�antpr_�62d6835. 2303 LEGEND STUARTS' PETROLEUM COMPANY 3K PROPOSED SOIL BORING LOCATION 4 FASTBREAK MOBIL SERVICE STATION 4800 WHITE LANE N BAKERSFIELD, CALIFORNIA FIGURE 2 - PLOT PLAN CENTRAL SIERRA ENVIRONMENTAL, LLC ATTACHMENT 1. SUMMARY OF PREVIOUS WORK ewznit to Operates � [azardous Materials/Hazardous Waste Unified Permit CONDITIONS OF - PERMIT ON REVERSE SIDE Permit ID #:- 015 -000 -001368 •FASTBREAK LOCATION: 4800 WHITE LN O This winift Is Issued fw the follemdom 0 Ha= dous Materials Plan O UndwWwrid storage of hazardous Mateftle 0 Risk Menagerrlerlt Program O Hanwdow Waste Ono to host TANK HAZARI)OU0*`S0jft, DE CAP DISPENS. A S:, ONITORING 015 - 000 -001368 -0001 GASOLINE 015- 000-001368 -0002 DIESELS ` f? 015- 000-001368 -0003 GASOLINE NE 015 -000 -001368-0004 GASOLINE Issued by: NRZ Bakersfield Fire Department OFFICE OF ENWIR ONMENTAL SER VICES 1715 Chester Ave., 3rd Floor Bakersfield, CA 93301 Voice (661) 326 -3979 FAX (661) 326 -0576 Approved by: Re Huey, Issue bate OfliceofE,, iccs Expiration Date: .dune 30. 2003 N H R Y P I L D x. FIRE ARM 8 CA Cent, lJs. ]) 0 � � 3 City of Bakersfield Office of EnviroommemW 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 21 day of November, 1998 to: FASTBREAK Permit #015- 021 - 001368 4800 White Ln O Bakersfield, California 93309 ]Permit to Operiste - Hazardous Materials/Hazardous Waste Unified Permit CONDITIONS OF PERMIT ON REVERSE SIDE PERMIT ID# 015-021401368 FASTBREAK LOCATION 4800 WHITE This permit Is Issued for the following. } ,hazardous Materials Plan J 4 --b. round Storage of Hazardous Materials knagement Program Waste 0 B D CA TAN HAZARDOUS SUBSTANCE CAP`At,'rf.� IN TAM A rIAL IT - RIPI PING TYPE PIPING TYPE PIPING METHOD PIPING ONITOR 01 GASOLINE 10, AL Sw%', S AT9 ` SW S PRESSURE ALD 002 DIESEL 10,000.00 -GOLL —Nx SW;' AT SW is PRESSURE ALD 00 03 GASOLINE 10, M - 6 '4vy S X-rG SW is PRESSURE ALD 00 04 GASOLINE lov000.00 AL V SW IS PRESSURE I ALD Issued by: o Bakersfield Fire Department OFFICE OFENMOMENTAL SER VICES 1715 Chester Ave., 3rd Floor Bakersfielcl, CA 93301 Voice (80) 326.3979 FAX (805) 326-0576 I Approved by =Hucy=w=:':::: 'f IS Expiration Date: December 22, 1998 I 1;00 6613258481 Li n v� 'PETROLEUM 1 ■ B ADMDUAL ANODE Mf E LEADS -lit ►, ►i, ".* , , 12 ►, PLAN SPPB NOT TO WXE PAGE 05105 REL"' EIS? LEGEND • OLD ANODE (SYN94 Q 3 ANODE MUNDSM p RECnnER C o rrp r o S7pARTS PSPOLM �ICampariiee 1IBM LAWS' MOBIL 1I8f7 6 Z WN AM SrWN FE & W M G DOi76 ! "A Mcm t590 80-M4 F= JSW mass. CATODIC PROTECTION BWALLATION G m R.G. a- 101,t- -s.°g MORE 1 1 -0 t OF 1 I -W N.T.S I 'm 160930 "� FAST BREK MINI MARKET 4803 WHITE LANE L� t~ 1 DRIVE CURRENT REOWRED 14INIMUM ANMES 11,6 AMPEN I 6 EACH @ A :UDE TES- Pnl %'` I.:) R RECTIFIER J .:UNCTION B13X I.D. OFF ",Ul± PUPIN6 0 X MTOR WELL i RCCTIFIER BATA -' MUEEL NO, GLASSA 48- 12-8-3 3 SERIAL HO, OUTPUT VOLTSi 4 OUTPUT A14PSi H!3URi 1TEMAP 1.A ]CSFTBRK JDATE 11 /10/98 g L-� ALLEY ALL TAWS ARE 19,000 GAL ti4 r 1c 5� 3 4► , UY / i4 7e rt �• /U 6H DRIVE RECTIFIER i/QLTAGE GR13UNDBED RESISTANCE' 4A VULTS 413 WNS MAXIMRDI FnTENTIAL PEAWNGS <MGATIVE) ON I IA I OFF 1 ON 1 111 OFF I ON 0 It iz f ITH GUARDIAN CORROSION CONTROL, INC. Cathodic Protection Insta(loAlon ICES 7401 ROSEDALE HWY. PIL HON 80970 HAKERSFIELIL CA 93390 _cn r cr n m U) ao 0 T 0o rn u7 OD CA ao v c- 0 v rn to to w r /N)o b; (3 p- eA� V� � fonx r J � {Ot�r Sp f a. w w 1 C � o co O LA a s p ~ 1 46 to *'u) Qlb FAST BAGAIS �s�e0 MU-HART .6 4800 Whlte Lane, Suite O . Bok®refleld, CA 93309 (80) 397-0684 y G %saVoe c eMww r m (Ct A14 C (� U rT e 1 � . S i v �• 4 Kam- OUT Do 0,06 comsov. 1 .1 P O F'Cl C.6 .Veu 3 1 111 �� 51Nb1.�y MOM �- 9 O V' ly � f 1=i ,� � rf• f� 1 MJrh it MIX s ' 'A -0� LAW Lwso& I % wr��1 P �` ���\ Cp39� 4100 DL o � o O Z`! mflnC A4" .0 --hd %,4Av� `JUL 1314 KERN COUNTY AIR POLL KERN CONTROL DISTRICT• - t - - ai' -oI L a r a � ofw-m v;o j S-c4laQlc +0 &mz__, - %K"0wv% J MJrh it MIX s ' 'A -0� LAW Lwso& I % wr��1 P �` ���\ Cp39� 4100 DL o � o O Z`! mflnC A4" .0 --hd %,4Av� `JUL 1314 KERN COUNTY AIR POLL KERN CONTROL DISTRICT• - t - - ai' -oI L a r a � ofw-m v;o j S-c4laQlc +0 &mz__, - %K"0wv% J .. ry AVON 101". AM AVER CAUFORMA June 29, 1984 �PEI� AUTOMOTWE • IPIOUSTFk" • PETROLEUM ,BONN PAXTON SALs Reiman am so. to"Mm Avg. V4 GAM&O .O.Ce•9aa07 cams) eDO- 4 emo ;4h1 11YEgplER1ARSAWN SO MAEM"OISTS • WMAUK AW • AUIOUM a LUUECUIPWW a BAftumcmw'"s •d�S a taust.e• muvs"e e. ianreTauns . a1rneaNn&VWK a Tnne a TMWNWUFWT 0 14ANnM1AAP% 0 TAWtANn EXHIBIT A R N R Enterprises 4800 Easton Drive Ste 109 Bakersfield, CA 93309 Attention: Tracy or Gary "ill Subject: Revision of our proposal dated June 4, 1984 '. Furnish and install following equipment: 4 10,000 gal. steel underground storage tanks, U L approved and asphalt coated 4 3/4 H.P. Redjacket submersible pumps 3 5 24" x 24" steel pump manhole w/ covers '~ 3 Phase I vapor recovery systems (gasoline) 4' x 2' x 10' steel island forms w/ raised ends 2 4' x 6' steel island forms 1 D 20 "3m" master station intercom 4 0SM speakers w/ call buttons 4 DL2/390 /1L/19V Wayne Electronic Dispensers with Cash/ Credit display and equipped with.Emco - Wheaton "balance type" vapor recovery and coaxial hoses 2 DL2 /361 -1L/19 Wayne Electronic dispenser w/ Cash i Credit display and automatic nozzles (diesel) • 2 " La Sabre " twin light fixtures - 400 watt super metal halide, mounted on 5" x 14' poles w/ 6' brackets 1 (DL2412 Wayne electronic readout console for 12 fueling posttions 1 Battery backup 4 " stop Motor - No Smoking-" signs 6 "Pay Cashier First" signs 1 Four product price posting sign - double 'faced - pole mount with " flip style" 4etters 1 Four product price posting sign - double faced - no flip style letters 1 3000 -10 Centurion fliter ass'y for deisel ;4h1 11YEgplER1ARSAWN SO MAEM"OISTS • WMAUK AW • AUIOUM a LUUECUIPWW a BAftumcmw'"s •d�S a taust.e• muvs"e e. ianreTauns . a1rneaNn&VWK a Tnne a TMWNWUFWT 0 14ANnM1AAP% 0 TAWtANn Kern County Health Department Permit No. t_q/Cr6y G Division ot Environmental Healtr Application Da+' 1700 °Flower Street, Bakersfield, .A 93305 APPLICATION FOR PERMIT TO OPERA'T'E UNDERGROUND HAZARDOUS SUBSTANCES STORAGE FACILITY T of Application (check): ❑Near Facility Dmodification of Facility Existing Facility ®Transfer of Ownership A. Emergency 24 -Ebur Contact (name, area code, phone) : Days tAk Nights ee o0 Facility Name Eu No. of Tanks 4 Type of Business Gaso line Stat er (describe) Mini- war Is Tank (s) Located on an Agricultural Farm? ❑ Yes Gft Is Tank(s) Used primarily for Agricultural purposes? Oyes [Rib Facility Address %44W Whj LAW4 Nearest Cross St. T R SEC Rural LocatTons Only) Owner Contact Person Address --4MA wwvtt 1AV& Suft 0 zip S 304 Telephone 3M. C — Operator Contact Person Address zip Telephone � . O S ®. Water to Facility Provided by Depth to Groundwater Soil Characteristics at Facility Basis for Soil Type and Groundwater Determinations C. Contractor {l1.w CA Contractor °s License No. Address Zgja UnIgtt Zip M.107 Telephone Proposed Starting Dote Proposed etion Dote Worker's Compensation Certification # Insurer D. If This Permit Is For Modification Of An Bcisting Facility, Briefly Describe Modifications Proposed E. Tnnk(s) Store (check all Tank # Waste Product _L D O s _� ❑ O pp O that apply): Motor i_ l ❑ Unleaded ular Premium Diesel ■ ■ L- ■ ■ ■ taste F. Chemical Cmposttion of Materials Stored (not necessary for motor vehicle fuels) Tank # Chemical Stored (non - commercial nsme) CAS # (if known) Chemical previous) Stored Brent) G. Transfer of Ownershi Date of Transfer Previous Owner Previous Facility Name I, accept fully all obligations of Permit 1b. to I understand that the Permitting Authority may review and modify or terminate the transfer of the Permit to Operate this underground storage facility upon receiving this completed fora. This form has been completed under penalty of perjury and to the best of my knowledge is true and correct. Signature O1 w '� % Title Date Facility Name TW hStAr. DELA - rlRZF _ IyQt Permit No. TANK S (FILL OUT SEPARATE FORM Ft._. EACH TANK) FOR EACH SECTION, CHECK ALL APPROPRIATE BOXES H. 1, Tank A: ❑ Vaulted ❑ Non - Vaulted ❑ Double -Wall Single -Wall S. Tank Material 9 Carbon Steel ❑ Stainless Steel ❑ Polyvinyl Chloride ❑ Fiberglass -Clad Steel ❑ Fiberglass- Reinforced Plastic ❑ Concrete ❑ Aluminum ❑ Bronze ❑ Unknown ❑ Other (describe): 3. Primary Containment Date Installed Thickness (Inches) Capacity (Gallons) Manufacturer 11%4 %tW 91 i0. ® ®� 1A0�El a LLD�d�A01e 4. TanSecondary Containment ❑ Double -Nall []Synthetic Liner ❑ Lined Vault ffr None ❑ Unknown ❑, Other (describe): Manufacturer: Material Thickness (Inches) Capacity (Gals.) b.'Tank Interior Lininz ❑ Rubber [] Alkyd [:]Epoxy ❑ Phenolic ❑ Glass ❑ Clay ❑ Unlined ❑ Unknown Be Other (describe): 54tl1 B. Tank Corrosion Protection ❑ Galvanized ❑ Fiberglass -Clad ❑ Polyethylene Wrap ❑ Vinyl Wrapping Q Tar or Asphalt ❑ Unknown [r None ❑ Other (describe): Cathodic Protection: None ❑ Impressed Current Systems ❑ Sacrificial Anode System ❑ Describe System & Equipment: 7. Leak Detection. Monitoring, and Interception a. Tank: ❑ Visual (vaulted tanks only) ❑ Groundwater Monitoring Well(s) ❑ Vadose Zone Monitoring Well(s) ❑ U -Tube Without Liner ❑ U -Tube with Compatible Liner Directing Flow To Monitoring Well(s)* ❑ vapor Detector * ❑ Liquid Level Sensor* ❑ Conductivity Sensor* ❑ Pressure Sensor In Annular Space Of Double Wall Tank * ❑ Liquid Retrieval & Inspection From.0 -Tube, Monitoring Well Or Annular Space ❑ Daily Gauging & Inventory Reconciliation ❑ Periodic Tightness Testing & None ❑ Unknown ❑ Other b. Piping: ❑ Flow - Restricting Leak Detector(s) For Pressurized Piping* ❑ Monitoring Sump With Raceway ❑ Sealed Concrete Raceway ❑ Half -Cut Compatible Pipe Raceway ❑ Synthetic Liner Raceway e' None ❑ Unknown ❑ Other *'Describe Make & Models. B. Tank Tightness Has This Tank Been Tightness Tested? a Yes [] No. ❑ Unknown Date Of Last Tightness Test f 1,,tW N&1t 'ief4 Results Of Test 114$* Test Name %% i t1 Testing Company IL1ai 40MAM 9. Tank Rgpair Tank Repaired? ❑ Yes GrNo ❑ Unknown Date(s) Of Repair(s) Describe Repairs 10. Overfill Protection ❑ Operator Fills, Controls, & Visually Monitors Level ❑ Tape Float Gauge ❑ Float Vent Valves ❑ Auto Shut -Off Controls ❑ Capacitance Sensor ❑ Sealed Fill Box (r None [I Unknown ❑ Other: I List Make & Model For Above Devices r 11. Piing �;} a. Underground Piping: [Jf Yes [] No ❑ Unknown oet Thickness (inches)U&VOOMM Diameter 'A of Manufacturer Pressure ❑ Suction ❑ Gravity Approximate Length Of Pipe Run S b. Underground Piping Corrosion Protection: ❑ Galvanized ❑ Fiberglass -Clad ❑ Impressed Current ❑ Sacrificial Anode ❑ Polyethylene Wrap ❑ Electrical Isolation ❑ Vinyl Wrap ❑ Tar or Asphalt ❑ Unknown [gotone ❑ Other (describe): rlK� C. Underground Piping, Secondary Containment: 10 twm e6 ❑ Double -Wall ❑ Synthetic Liner System (gNone ❑ Unknown ❑ Other (describe): OF -. BAK. ~. ,SFIELD CITY FIRE DEPAF .AENT HAZARDOUS MATERIALS DIVISION INSPECTION RECORD POST CARD AT JOBSITE FACIUTY OWNER f/ vrd6 GS ADDRESS l i m -rte C"j � 0 ADDRESS CITY, ZIP CITY. ZIP PHONE NO. PERMFT # INSTRUCTIONS: Please call for an inspector only when each group of Inspectiorro with the same number are ready. They will run In consecutive order beginning with number t. DO NOT cover work for any numbered group until all items in that group are signed off by the Permitting Authority. Following these instructions will reduce the number of required inspection visits and therefore prevent assessment of additional fees. TANKS AND ®ACKFILL INSPECTION DATE INSPECTOR Backfill of Tank(s) l' Z g J Spark Test Certification or Manufactures Method Vault With Produd Compatible Sealer Cathodic Protection of Tank(s) Level Gauges or Sensors. Float Vent Valves V PA 1640 w/ CWr-' 1r4b- G �A��T� 1 I ig��iis c�v� —MA— PIPING SYSTEM SECONDARY CONTAINMENT, OVERFILL PROTECTION, LEAK DETECTION Piping & Raceway w/Collection Sump Corrosion Protection of Piping. Joints. FE Pipe l' Z g J Electrical Isolation of Piping From Tank( *) Vault With Produd Compatible Sealer Cathodic Protection System - Piping Level Gauges or Sensors. Float Vent Valves Product Compatible All Box(es) SECONDARY CONTAINMENT, OVERFILL PROTECTION, LEAK DETECTION AT Monitoring Wells. Caps & Lacks Liner Installation - Tank(s) FW Box Lock Liner Installation - Piping Monitoring Requirements 6, ( Vault With Produd Compatible Sealer I( Level Gauges or Sensors. Float Vent Valves Product Compatible All Box(es) Product Line Leak Detector(s) Leak Detectors) for Annular Space -D.W. Tank(s) Monitoring Well(s)/Sump(s) - NO Test Leak Detection Device(s) for Vadose/Groundwater AT Monitoring Wells. Caps & Lacks FW Box Lock Monitoring Requirements 6, ( I( ^ a CONTRACTOR � G�� LICENSE 41044W - %Z1n77S" t -) -�T_ �-2. � kR, Sf ICES 805 - 861.9774 11/09/98 4 :55PM Jab 743 Page 1 09'09l18 11 :59 1E , 326 OS16 -- nl1) RAZ MAT F 2 �.>� �r ♦� CITY OF BAKERSFIELD OFFICE OF ENMONMENTAL SERVICES 1715 Chester Ave., Bakersfield,, CA (805) 326-3979 PERMIT APPLICATION T® CONSTRUCT/MODIFY UKDERGROUND STORAGE TANK TYPE OF APPLICAIM (CHECK) ( )NEW FACUZY ( WDffiCATION OF FAC11,1 Y (NEW TANK OMTAU A71ON AT EMTItG €ACMI[Y STARTING DATE -1 d J'Si6 PROPOSED COW.EiION DATE—A-110 A % 58 FACS,RY NAME EXESTUG FACILITY OT NO. FACHM ADDRESS f, CITY ffdt= I ZIP CODE TYPE OF BIT3IIIFSS -- V• APA/ TANK OWIIER PFIOIE NO __32 3 - ! °l ADDRESS A cm L&wjo C[lY Zop CODE CON[BACTOR CA LICFIISB YID Z S ADDRESS • O• R03_7 O CTTY ZIP CODB PHONE NO. -- BAJE CIiY U 3 i Q NO o WORKMAN cow NO. INSLtRPR S'1's -rrg }u wJD BRIEFLY DE=UBE THE WORK TO BE DONE -L t W E •4 - 2. WATER TO FACIIITY PROVIDED BY DEFM TO GROUND WATER SOIL TYPE EXPECTED AT SIM NO. OF TANKS TO BE DWALLED ARE THEY FOR MOTOR Fm YES NO SPILL PREVENTION CONTROL AND COUNTER WASURFS PLAN ON FNLE YE3 SECTIUK FOR m"R FDBL TANK NO. VOLUIVm UNLEADED REGULAR PRE #W M DIESEL AVLATION 2_ !a 12diL- SI MON FOR NON MOTOR P'IIBL STORAGE TAMM TANK NO. VOLUME C]ER'1VIICAL STORED CAS NO. CHEi+l3CAL PREVIOUSLY STORED (NO BRAID NAME) (IF KNOWN FOR OMC1AL USE ONLT .APPLICAT16NDAT6 F,tC[>r,CGY�O: NO:OB:T F.F #S t� THE APPLICANT HAS RECEIVED. UNDERSTANDS. AND WML COMPLY WITH THE ATTAaiED OONDTIIONS OP THIS PERMIT AND ANY OTHER STATE. LOCAL AND FEDERAL REGULATIONS. MS FORM HAS BEEN COMPLETED UNDER PENALTY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE. Is TRUE RRECT. LA .2 APPUCANT NAME (PR2M APPLICANT SI TURE THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FASTBREAK SiteID: 015 - 021 - 001368 9 Inventory Item 0001 Facility Unit: Fixed Containers on Site STORAGE CONTAINER DATA (UST FORM B and AGENCY - DEFINED) Page 1 of 2 Last Action Type: Location In Site: UNDERGROUND TANK E OF PROPERTY TANK DESCRIPTION Tank ID #: 1 Mfr: MODERN WELD Compart Tank. N Installed: 07/1984 Capacity: 10000 Gals No. Of Comparts: Additional Info: TANKS INTERIOR LINED 11 -3 -1998 TANK CONTENTS Tank Use: MOTOR VEHICLE FUEL Petrol Type: REGULAR UNLEADED Matl Name:GASOLINE Cas #: 8006 -61 -9 TANK CONSTRUCTION Type SINGLE WALL W /INT LINER & C.P. Material(p): BARE STEEL Material(s): BARE STEEL Lining : EPDXY LINING Installed: Corr Prot: CATHODIC PROTECTION Installed: Spill Cnt : 1994 Alarm Exempt: No Drop Tube : 1994 Ball Float Striker Plate: 1994 Fill Tube S /O: 1998 TANK LEAK DETECTION Sgl Wall: AUTOMATIC TANK GAUGING Dbl Wall: TANK CLOSURE INFORMATION /PERMANENT CLOSURE IN PLACE Last Used: Qty Remaining: Was Filled: No -4- 03/08/2004 P FASTBREAK SiteID: 015 -021- 001368 P Inventory Item 0001 Facility Unit: Fixed Containers on Site STORAGE CONTAINER DATA (UST FORM B and AGENCY - DEFINED) Page 2 of 2 Type . Const: Mfgr Mtl Corr Prot PIPING CONSTRUCTION UnderGround Piping AboveGround Piping PRESSURE SINGLE WALL UNKNOWN FIBERGLASS PIPING LEAK DETECTION UnderGround Piping AboveGround Piping AUTOMATIC LEAK DETECTORS Installed: Date: 04/19/2000 Name:STUARTS PETROLEUM Prmt Number: 1368 TANK /LINE TEST :04/25/1997 CP CERT. :10/10/2002 MANWAY INSP. :12/22/1998 UST MONIT. CERT:10 /23/2003 DISPENSER CONTAINMENT - Type: NONE OWNER /OPERATOR SIGNATURE Tt1:PRES. Approved: Yes AGENCY DEFINED — repaired Expiration Date: 06/30/2006 -5- 03/08/2004 FASTBREAK SitelD: 015 - 021 - 001368 Manager : Location: 4800 WHITE LN 0 City : BAKERSFIELD CommCode: BAKERSFIELD STATION 07 EPA Numb: BusPhone: (805) 836 -3923 Map : 123 CommHaz : Low Grid: 14C FacUnits: I AOV: SIC Code:5541 DunnBrad. Emergency Contact / Title Emergency Contact / Title ABDUL AZIZ / OWNER SALIMA AZIZ / CO -OWNER Business Phone: (805) 832 -6720x Business Phone: (805) 397 -9742x 24 -Hour Phone : (805) 827 -9411x 24 -Hour Phone : (805) 827 -9411x Pager Phone : (805) 334 -8992x Pager Phone : ( ) - x Hazmat Hazards: Fire ImmHlth DelHlth Contact : Phone: ( ) - x MailAddr: 4800 WHITE LN 0 State: CA Mod City : BAKERSFIELD Zip : 93309 Owner D CRAIG & CHRISTINA CORNETT Phone: (805) 836 -3923x Address : 3409 DEMING CT State: CA City : BAKERSFIELD Zip : 93309 Period to TotalASTs: = Gal Preparer: TotalUSTs: = Gal Certif'd: RSs: No Emergency Directives: p= Hazmat Inventory One Unified List p= As Designated Order All Materials at Site Hazmat Common Name... SpecHaz EPA Hazards Frm DailyMax Unit I MCP GASOLINE F IH DH L 10000.00 GAL Mod DIESEL F IH DH L 10000.00 GAL Low GASOLINE I, J Do hereby certifyElhat i hWeDH L 10000.00 GAL Mod GASOLINE (rrve or Ont name) F IH DH L 10000.00 GAL Mod reviewed the attached hazardous materials manage- ment plan for �Pr�` V�� and that it along with en) any corrections constitute a complete and correct man- agement plan for nay facility. kv \,-8- I0,9 -1- 11/28/2000 FASTBREAK SiteID: 215- 000 - 001368 MAR 18 1998 Manager : BusPhone: (805) 836 -3923 Location: 4800 WHITE LN O Map : 123 CommHaz : Low City : BAKERSFIELD % Grid: 14C FacUnits: 1 AOV: CommCode: BAKERSFIELD STATION 07 SIC Code:5541 EPA Numb: DunnBrad: Emergency Contact / Title Emergency Contact / Title Pk%Z% . N7-/ MM I - OWNER g1j. b� 3 �, a � SALXMP . 02� CO -OWNER 193 - qj u Business Phone: (805) 3:x5 -5-3*-1x Business Phone: (805) 36 �Rix 24 -Hour Phone (805) -x 24 -Hour Phone (805) 3a=-t=2:96.5x Pager Phone ( � ) S gig 11 x 334 29 41 Pager Phone ( ) ff2 -4 -q4it x Hazmat Hazards: 8, AQoUL• Z=.Z- 00 hereby c3riatSy that I have Fire ImmHlth DelHlth Emergency Directives: p= Hazmat Inventory One Unified List F== MCP +DailyMax Order All Materials at Site Hazmat Common Name... SpecHaz EPA Hazards Frm DailyMax Unit MCP GASOLINE F IH DH L 10000 GAL Mod GASOLINE F IH DH L 10000 GAL Mod GASOLINE F IH DH L 10000 GAL Mod DIESEL F IH DH L 10000 GAL Low 8, AQoUL• Z=.Z- 00 hereby c3riatSy that I have mvi d the att -hed hazardous materia s manage - ment pW t ®r i= NV LIRE Ry,, aW that it Won@ with FEMOMMEm- any corrsdions =sMute a complete and wrvea mn- 81gemnt plan fov my laciNty. Daw -1- 03/18/1998 t Business Name Site Location Old Owners Name New Owners Name New Owners Address Account Numbers r r BULK TRANSFER FASTBREAK 4800 WHITE LANE STE O DANNY R LILY ABDUL AZIZ 5004 GREENVILLE BAKERSFIELD 3412 -3412 Date of Transfer 05 -15 -96 Escrow Company FIDELITY NATIONAL TITLE Escrow Number 962811 -SS Distribution Hazardous Materials Business Licenses I��NG _J& QU1E��T Please... To: - ❑ Read ❑ Handle ❑ Approve And.. ❑ Forward From: ❑ Return ❑ Keep or Toss ❑ Review with Me Date: !. J BUSINESS NAME SITE LOCATION OLD OWNERS NAME NEW OWNERS NAME NEW OWNERS ADDRESS BULK TRANSFER BCD 01 L.% o rB 4 A.) S "y`Caan,y� 9Ccr S�iear � sl�uaJ,�,��c �u � m ACCOUNT NUMBERS d� DATE OF TRANSFER ESCROW COMPANY ('�,c,t1 rat i► a Ci4i. i t o 70.,x/ iA ES o-e.o w ESCROW NUMBER -V BY THIS INFORMATION IS TAKEN FROM THE DAILY REPORT AND SHOULD BE VERIFIED PRIOR TO ANY CHANGES BEING MADE. b� DISTRIBUTION: of Hazardous Materials P. D. - Alarms 09/03/93 FASTBREAK 215- 000 - 001368 Overall Site with 1 Fac. Uni General Information EVEWE LI 11 NOV 22 1993 Page 1 t, = -APA Do hereby certify that I have —!True Of PM reviewed the attached hazardous materials manage- s ment plan for and that it along with cam of any corrections constitute a complete and correct man- agement plan for my facility. I �'r VE slu tl , w Location. 4800 WHITE LN 0 Map: 123 Hazard: Low Community: BAKERSFIELD STATION 07 Grid: 14C F /U: 1 AOV: 0.0 Contact Name Title Business Phone 24 -Hour Phon JOHN A. STUART (805) 325 -6320 x (805) 835 -7632 JOHN W. STUART (805) 325 -6320 x (805) 332 -6854 Administrative Data Mail Addrs: 4800 WHITE LN SU 0 D &B Number: City: BAKERSFIELD State: CA Zip: 93309 - Comm Code: 215 -007 BAKERSFIELD STATION 07 SIC Code.,.- Owner: = iff � r} A�iJ{s� ,,� Phone: (0t ) 6%!5-49D% Address: 11 "TK ST ��o Wh��-c epaa City: BAKERSFIELD /j(��f� State: CA Zip: 9"-r 309 Summary t, = -APA Do hereby certify that I have —!True Of PM reviewed the attached hazardous materials manage- s ment plan for and that it along with cam of any corrections constitute a complete and correct man- agement plan for my facility. I �'r VE slu tl , w BAKERSFIELD CITY FIRE DEPARTMENT . D . # FORM 4A -1 Page of NON —TRADE SECRETS HAZARDOUS MATERI Ai.S I NVEN70RV BUSINESS NAME: OWNER NAME FACILITY UNIT: _ ADDRESS: ADDRESS: eeoe Y UNIT NAME: CITY, ZIP: CITY,Z_I? ar/� PHONE *: 4mu Whhe Lane. suHe0 o Bak PHONE *: 4800NRUte Lcme. Suits o . OFFICIAL USE CFIRS CODE EMERGENCY CONTACT: TITLE P ONE BU HOURS: =� AFT R B S HRS : 1e EMERGENCY CONTACT: TITL�/ PHONE # BUS HOURS: P.JINCIPAL BUSINESS ACTIVITY: luA).?ix AFTER BUS HRS: - 4A -1 - 08-ft 394. -ONLY 1 1 MAX AMOUNT ANNUAT AMOUNT 1 1 1 1 1 -COMMON HAZARD 1:1 1' 1 GUIDE IBM OA" L V. Ed r i I mom Va' __. _m-.. .. .. _ __-.- 1 =mom - - t , : =�`� • , it :; EMERGENCY CONTACT: TITLE P ONE BU HOURS: =� AFT R B S HRS : 1e EMERGENCY CONTACT: TITL�/ PHONE # BUS HOURS: P.JINCIPAL BUSINESS ACTIVITY: luA).?ix AFTER BUS HRS: - 4A -1 - ATTACHMENT 2. SOIL BORING AND SAMPLING PROCEDURES CENTRAL SIERRA ENVIRONMENTAL, LLC'S STANDARD OPERATING PROCEDURES FOR SOIL BORING AND SAMPLING 'PROCEDURES PRE - DRILLING PROTOCOL Prior to the start of drilling, necessary permits, site access agreements, and /or encroachment permits are obtained. "As- built' drawings are obtained if possible. At least 48 hours prior to drilling, Underground Service Alert or an equivalent utility notification service is notified. A geophysical survey may be conducted to locate subsurface utilities. Site plans and /or "as- built' drawings are compared to actual conditions observed at the site. The property owner /retailer is interviewed to gain information about locations of former UST systems (including dispensers, product lines, and vent lines). A visual inspection is made of the locations of the existing UST system, and scars and patches in pavement are noted. The emergency shut -off switch is located for safety purposes. The critical zone, which is defined as 10 feet from any part of the UST system, is identified, and any proposed drilling locations within the critical zone may be subject to special hole clearance techniques. Drilling locations within the critical zone are avoided if possible. Notifications are made at least 2 weeks in advance of drilling to the property owner, client representative, on -site facility manager, regulatory agency, and /or other appropriate parties. A site - specific, worker health and safety plan for the site is available on site at all times during drilling activities. Prior to commencing drilling, a health and safety meeting is held among all on -site personnel involved in the drilling operation, including subcontractors and visitors, and is documented with a health and safety meeting sign -in form. A traffic control plan is developed prior to the start of any drilling activities for both on -site and off -site drilling operations. The emergency shut -off switch for the service station is located prior to the start of the drilling activities. A fire extinguisher and "No Smoking" signs (and Proposition 65 signs in California) are present at the site prior to the start of the drilling activities. The first drilling location is the one located furthest from any suspected underground improvements in order to determine the natural subsurface conditions, to be able to better recognize fill conditions, and to prevent cross contamination. For monitoring wells, a 2 x 2 -foot square or 2 -foot diameter circle is the minimum removal. For soil borings and push -type samplers, the minimum pavement removal is 8- inches. When pea gravel, sand, or other non - indigenous material is encountered, the drilling location will be abandoned unless the absence of subsurface facilities can be demonstrated and client approval to proceed is obtained. If hole clearance activities are conducted prior to the actual day of drilling, the clearance holes are covered with plates and /or backfilled. The minimum hole clearance depths are 4 feet below grade (fbg) outside the critical zone and 8 fbg within the critical zone and are conducted as follows: 0 to 4 fbg: The area to be cleared exceeds the diameter of the largest tool to be advanced and is sufficiently large enough to allow for visual inspection of any obstructions encountered. The first 1 to 2 feet is delineated by hand digging to remove the soil, then the delineated area is probed to ensure that REVISED 3/29/02 CSE's Standard Operating Procedures for Soil Boring and Sampling Procedures Page 2 no obstructions exist anywhere near the potential path of the drill auger or push -type sampler. Probing is extended laterally as far as possible. Hand augering or post -hole digging then proceeds, but only to the depth that has been probed. If subsurface characteristics prohibit effective probing, a hand auger is carefully advanced past the point of probing. In this case, sufficient hand augering or post -hole digging is performed to remove all the soil in the area to be delineated. For soil borings located outside of the critical zone, an attempt should be made to probe an additional 4 feet. 4 to 8 fbg: For the soil borings located inside the critical zone, probing and hand clearing an additional 4 feet is performed. If probing is met with refusal, then trained personnel advance a hand auger without excessive force. An alternate or additional subsurface clearance procedures may also be employed, as required by clients, permit conditions, and /or anticipated subsurface conditions (for example, near major utility corridors or in hard soils). Alternate clearance techniques may include performing a geophysical investigation or using an air knife or water knife. If subsurface conditions prevent adequate subsurface clearance, the drilling operation is ceased until the client approves a procedure for proceeding in writing. If any portion of the UST system is encountered, or if there is any possibility that it has been encountered, the work ceases, and the client is notified immediately. If there is reason to believe that the product system has been damaged, the emergency shut -off switch is activated. The client will decide if additional uncovering by hand is required. If it is confirmed that the UST system has been encountered, tightness tests are performed. The hole is backfilled only with client approval. DRILLING AND SOIL SAMPLING PROCEDURES Soil boring are drilled using one of the following methods: • Manual drilling: Manual drilling utilizes a 2- inch -OD, hand auger manufactured by Xitech Industries, Art's Manufacturing Company, or similar equipment. Soil samples are collected with a drive sampler, which is outfitted with 1.5 -inch by 3 -inch steel or brass sleeves. The specific equipment used is noted on a soil boring log. • Truck - mounted, powered drilling: Truck - mounted, powered drilling utilizes hollow -stem Flight auger drilling, air rotary drilling, or percussion hammer drilling, or similar technologies. Soil samples are collected in steel or brass sleeves with a California - modified, split -spoon sampler or, for specific projects, a continuous sampler. The specific equipment used is noted on a soil boring log. • Direct push sampling: Direct push sampling utilizes Geoprobes ®, cone penetrometer testing rigs, or similar technologies. Soil samples are collected with a drive sampler, which is outfitted with steel or brass sleeves. The specific equipment used is noted on a soil boring log. REVISED 3/29/02 CSE's Standard Operating Procedures for Soil Boring and Sampling Procedures Page 3 Before each soil sampling episode, the sampling equipment is decontaminated using a non- phosphate soap wash, a tap -water rinse, and a deionized water rinse. The drill string is decontaminated with a steam cleaner between each soil boring (truck- mounted rigs). Soil samples that are collected in steel or brass sleeves are covered with aluminum foil or Teflon TM tape followed by plastic caps. If EPA Method 5035 is required, then 5 to 20 grams of soil is extracted from the sample and placed in methanol - preserved containers supplied by the laboratory, or sub samples are collected using Encore® samplers. During the drilling process, soil samples and cuttings are field screened for VOCs using a photoionization detector calibrated to 100 parts per million by volume isobutylene. Any soil staining or discoloration is visually identified. Soils are classified according to the Unified Soil Classification System. Specific geologic and hydrogeologic information collected includes grading, plasticity, density, stiffness, mineral composition, moisture content, soil structure, grain size, degree of rounding, and other features that could affect contaminant transport. All data is recorded on a soil boring log under the supervision of a geologist registered in the state in which the site is located. The samples are labeled, sealed, recorded on a chain -of- custody record, and chilled to 4 °C in accordance with the procedures outlined in the California State Water Resources Control Board's Leaking Underground Fuel Tank Field Manual and the Arizona Department of Environmental Quality's Leaking Underground Storage Tank Site Characterization Manual. Sample preservation, handling, and transportation procedures are consistent with Central Sierra Environmental, LLC's quality assurance /quality control procedures. The samples are transported in a chilled container to a state - certified, hazardous waste testing laboratory. Cuttings from the soil borings are stored in 55- gallon, Department of Transportation (DOT)- approved drums, roll -off bins, or other appropriate containers, as approved by the client. Each container is labeled with the number of the soil boring(s) from which the waste was derived, the date the waste was generated, and other pertinent information. The drums are stored at the site of generation until sample laboratory analytical results are obtained, at which time the soil is disposed of appropriately. A soil boring log is completed for each soil boring and includes the following minimum information: • date of drilling; • location of soil boring; • project name and location; • soil sample names and depths; • soil descriptions and classifications; • standard penetration counts (rigs); • photoionization detector readings; • drilling equipment; • soil boring diameter; • sampling equipment; REVISED 3/29/02 CSE's Standard Operating Procedures for Soil Boring and Sampling Procedures Page 4 • depth to groundwater in soil boring; name of person performing logging; • name of supervising registered geologist; and name of drilling company (rigs and direct push). SOIL BORING COMPLETION PROCEDURES All soil borings are either properly abandoned or completed as a well. Abandonment Each soil boring that is not completed as a well is backfilled with bentonite grout, neat cement, concrete, or bentonite chips with a permeability less than that of the surrounding soils, and/or soil cuttings, depending on local regulatory requirements or client instructions. Grout is placed by the tremie method. Backfilling is performed carefully to avoid bridging. The type of backfill material is noted on the soil boring log. Well Installation Wells are designed according to applicable state and local regulations as well as project needs. Details of the well design and construction are recorded on the soil boring log and include the following minimum information (in addition to the items noted above for soil borings): • detailed drawing of well; • type of well (groundwater, vadose, or air sparging); • casing diameter and material; • screen slot size; • well depth and screen length (t1 foot); • filter pack material, size, and placement depths; • annular seal material and placement depths; • surface seal design /construction; • well location ( ±5 feet); and • well development procedures. Groundwater monitoring wells are generally designed with 30 feet of slotted casing centered on the water table, unless site conditions, project needs, or local regulations dictate a different well design. The sand pack is placed at least two feet above the top of the screen, and at least 3 feet of low permeability seal material is placed between the sand pack and the surface seal. The sand pack and low permeability seal material are placed in the annular space from the bottom up using the tremie method. When drilling in asphalt, a 24 -inch round cut is made for the well pad. When drilling on concrete, a 2 x 2 -foot square is sawcut. The well cover is traffic -rated and has a white lid with a black triangle painted on it (3 inches per side) or a black lid with a white triangle (3 inches per side). The completed well pad should is concrete of matching color with the existing surface. The well number is labeled on the outside of the well box/pad REVISED 3129/02 CSE's Standard Operating Procedures for Soil Boring and Sampling Procedures Page 5 and the inside of the well box. The number on the outside is painted on with a stencil, stamped, or attached to the well with a metal plate. The number on the inside is written on the well cap with waterproof ink. The casing has a notch or indication on its north side indicating a unique measuring /surveying point. Well development is conducted by simple pumping if bridging of the screen does not occur. If bridging occurs, well surging is conducted for adequate well production. Well surging is created by the use of surge blocks, bailers, or pumps, whichever method is most appropriate for the well use. Only formation water is used for surging the well. Well development continues until non - turbid groundwater is produced or turbidity stabilizes. All purged groundwater is held on site in covered 55- gallon DOT - approved drums or other appropriate containers until water sample analytical results are received. The elevation of the north side of the top of well casing (or other appropriate reference point from which the depth to groundwater can be measured) is surveyed to an accuracy of ±0.01 foot. All measurements are reproduced to assure validity. Surveying is performed by a state - licensed surveyor if required by state or local regulations. In the State of California, wells are surveyed in accordance with AB2886. DATA REDUCTION The data compiled from the soil borings is summarized and analyzed. A narrative summary of the soil characteristics is also presented. The soil boring logs are checked for the following information: • correlation of stratigraphic units among borings; • identification of zones of potentially high hydraulic conductivity; • identification of the confining layer; • indication of unusual /unpredicted geologic features (fault zones, fracture traces, facies changes, solution channels, buried stream deposits, cross - cutting structures, pinchout zones, etc.); and • continuity of petrographic features such as sorting, grain -size distribution, cementation, etc. Soil boring /well locations are plotted on a properly scaled map. If appropriate, soil stratigraphy of the site is presented in a scaled cross section. Specific features that may impact contaminant migration, e.g., fault zones or impermeable layers, are discussed in narrative form and supplemented with graphical presentations as deemed appropriate. REVISED 3/29/02 ATTACHMENT 3. WORKER HEALTH AND SAFETY PLAN WORKER HEALTH AND SAFETY PLAN FOR UNDERGROUND STORAGE TANK INVESTIGATIONS SITE - SPECIFIC INFORMATION Site Address: 4800 White Lane, Bakersfield, California Name of Business Occupying Site: Fast Break Mobil Service Station RP Contact: Mr. John Stuart, Jr. BFDHMD Contact: Mr. Howard Wines III Owner Tel. #: (714) 325 -6320 Tel. #: (661) 326 -3659 FIELD ACTIVITIES AND GOALS OF THIS INVESTIGATION: Drill eight soil borings to assess gasoline and diesel hydrocarbons in soil. KNOWN HAZARDS AT THE SITE INCLUDE: Gasoline and diesel hydrocarbons KEY PERSONNEL AND RESPONSIBILITIES: NAME RESPONSIBILITIES Mark R. Magargee, PG, CHg SITE SAFETY OFFICER - Primarily responsible for site safety, response operations, and protection of the public. Responsible for work site inspections to identify particular hazards and define site (661) 325 -4862 security. Mark R. Magargee, PG, CHg PROJECT MANAGER - Primarily responsible for site characterization. The project manager delineates authority, coordinates activities and functions, and directs activities related to mitigative efforts of cleanup 1) 325 -4862 contractors. Mark R. Magargee, PG, CHg SITE INVESTIGATIVE PERSONNEL - Responsible for actual field work including sampling, monitoring, equipment use, and other related (661) 325 -4862 tasks as defined by the project manager. ANTICIPATED WEATHER CONDITIONS FOR THIS AREA DURING THE PROJECTS DURATION WILL BE: Temp. range: 50 -70 °F Humidity: 30-60% Ambient temp.: 60 °F Potential for heat stress: High: Medium: Low: X ANTICIPATED PROTECTION LEVEL DURING THIS PROJECT* Level "D" '"Will be upgraded or downgraded to fit situations as they arise. EMERGENCY INFORMATION: All emergency calls: 911 Closest hospital with emergency room: Mercy Southwest Hospital 400 Old River Road, Bakersfield, California, (661) 663 -6000 Map Showing Route from Site to Hospital Attached? Yes: X No: r N 99 STOCKDALE HIGHWAY f MERCY SOUTHWEST HOSPITAL o > 400 OLD RIVER ROAD Z o BAKERSFIELD, CALIFORNIA o (661) 663 -6000 SITE LOCATION WHITE LANE 99 NOT TO SCALE ■ LOCATION OF SITE + HOSPITAL WITH EMERGENCY SERVICES WORKER HEALTH AND SAFETY PLAN FOR FUEL STORAGE TANK SITE INVESTIGATIONS This document outlines Central Sierra Environmental, LLC.'s (CSE's) worker health and safety plan for its employees to be used at City of Bakersfield fuel storage tank site investigations. Site - specific information is provided on the cover page to this document. This worker health and safety plan was developed by CSE's through consultation of the following documents: • OSHA 29 CFR 1910 - "Hazardous Waste Operations and Emergency Response, Final Ruling," March 1989; • NIOSH /OSHA/USCG /EPA "Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities," October 1985; and • CSE's Corporate Health and Safety Program. This worker health and safety plan is divided into the following categories: 1. Job Hazard Assessment; 2. Exposure Monitoring Plan; 3. Personal Protective Equipment; 4. Work Zones and Security Measures; 5. Decontamination and Disposal; 6. Employee Training; and 7. Emergency Procedures. 1. JOB HAZARD ASSESSMENT Immediate tasks at petroleum release sites include an evaluation of any present or potential threat to public safety. Questions need to be answered regarding the dangers of significant vapor exposures and potential explosion hazards. Potential Chemical Hazards The chemical components of gasoline that are the most dangerous to site workers are the volatile aromatics, benzene, toluene, ethylbenzene, xylene, and potentially, organic lead (see Appendix 1 for Material Safety Data Sheet). Additionally, solvents such as 1,2- dichlorobenzene and 1,2- dichloroethane may also be used as cleaning solutions at service stations. The primary health risks associated with each of these chemicals are described below. Worker Health and Safety Plan Page 2 Gasoline - Suspected human carcinogen. A TLV of 300 ppm or 900 mg /m3 has been assigned to gasoline. This value of 300 ppm was assigned based on an average of 3 percent benzene (10 ppm TLV) in gasoline. Low -level inhalation exposure to gasoline can cause irritation to the eyes, nose, and respiratory system; headache; and nausea. Benzene - Suspected human carcinogen. A TLV of 10 ppm or 30 mg /m3 has been assigned to benzene. Benzene has a low odor threshold limit of 1.4 ppm. Low -level inhalation exposure to benzene can cause irritation to the eyes, nose, and respiratory system; headache, and nausea. Toluene - A TLV OF 100 ppm or 375 mg /m3 has been assigned to toluene. Toluene has a low odor threshold limit of 2.1 ppm. Low -level inhalation exposure to toluene can cause fatigue, weakness, confusion, and euphoria. Ethvlbenzene - A TLV of 100 ppm or 435 mg /m3 has been assigned to ethylbenzene. Ethylbenzene has a low odor threshold limit of 2 ppm. Low -level inhalation exposure to ethylbenzene can cause irritation to the eyes and mucous membranes. XXylene - A TLV or 100 ppm or 435 mg /m3 has been assigned to xylene. No low odor threshold limit has been established for xylene. Low -level inhalation exposure to xylene can cause dizziness, excitement, and drowsiness. 1,2- Dichlorobenzene - A TLV of 50 ppm or 306 mg /m3 has been assigned to 1,2- dichlorobenzene. 1,2- dichlorobenzene has a low odor threshold limit of 4.0 ppm. Acute vapor exposure can cause coughing, dizziness, and drowsiness. It may cause skin irritation. 1.2- Dichloroethane - A TLV of 200 ppm. No data is available concerning odor threshold. Acute vapor exposure can cause coughing, dizziness, drowsiness, and skin irritation. Tetraethyl Lead - A TLV of 0.1 mg/m3 has been assigned to tetraethyl lead. Tetraethyl lead is a colorless or red -dyed liquid at atmospheric conditions. No data is available concerning odor threshold. Acute vapor exposure can cause insomnia, delirium, coma, and skin irritation. Potential Physical Hazards Trenching - Dangerously high fuel vapor levels will be monitored using an LEL meter. The presence of underground utilities are also of concern, and Underground Service Alert will be notified in advance of any trenching work for identification of all underground utilities in the immediate area. Worker Health and Safety Plan Page 3 Drilling - Dangerously high fuel vapor levels will be monitored using an LEL meter. The presence of underground utilities are also of concern, and Underground Service Alert will be notified in advance of any drilling work for identification of all underground utilities in the immediate area. Sampling - Use of personal protective equipment will minimize the potential for exposure of personnel conducting site investigation activities. Heat stress will be monitored by each individual and controlled through regular work breaks as outlined in the American Conference of Governmental Industrial Hygienists' TLV's for heat stress conditions. 2. EXPOSURE MONITORING PLAN Potential exposure hazards found at fuel storage tank sites primarily include toxic airborne vapors from the petroleum release. The most dangerous airborne vapor likely to be encountered during a fuel storage tank investigation is benzene. Gasoline vapor concentration levels will be monitored in the breathing zone with a PID calibrated to benzene. When the action level of 150 ppm (one half the TLV of gasoline) is detected in the breathing zone, respiratory protection will be required utilizing full -face or half-face respirators with organic vapor cartridges. Monitoring for combustible gases will also be performed using an LEL meter when vapor concentrations above 2,000 ppm are detected with the PID. The action level is 35 percent of the LEL for gasoline vapors or 4,500 ppm. If this level is attained or exceeded, the work party will be IMMEDIATELY withdrawn. 3. PERSONAL PROTECTIVE EQUIPMENT The level of protection during the site investigation will usually be level "D." Level D protective equipment includes coveralls, safety boots, safety glasses, gloves, and hard hats if drilling or trenching operations are in progress. Upgrading the protection level would be based on airborne benzene concentration levels equal to or exceeding the action level. An upgrade to level "C" protection would be required if the action level is equaled or exceeded. Additional equipment required for level C would be a full -face or half-face air purifying canister - equipped respirator and TyvekTm suits with taped arm and leg seals. If the action level is met or exceeded (35 percent) for the LEL, work will cease until the vapor level is measured to be below 20 percent of the LEL. Worker Health and Safety Plan Page 4 A fire extinguisher will be maintained on site. Decisions for workers' safety are based on a continual evaluation of existing or changing conditions. 4. WORT( ZONES AND SECURITY MEASURES To facilitate a minimum exposure to dangerous toxic vapors and /or physical hazards, only authorized persons will be allowed on the job site. Work zones will be defined by CSE staff who will also be responsible for maintaining security within these zones. Only the minimum number of personnel necessary for the fuel storage tank investigation will be present in the work zone. 5. DECONTAMINATION AND DISPOSAL CSE's standard operating procedures establish practices that minimize contact with potentially contaminated materials. Decontamination procedures are utilized if there is suspected or known contamination of equipment, supplies, instruments or any personnel surfaces. Soap and water will be utilized to remove contaminants from personnel surfaces as well as equipment and instruments. Contaminated wash water will be disposed of in accordance with procedures outlined in the LUFT guidance documents. 6. EMPLOYEE TRAINING All CSE employees working on the site will have had, at a minimum, the required 40 -hour OSHA Training for Hazardous Waste Site Activities (29 CFR 1910, 120), which includes training in the use of personal protective equipment. Individualized respirator fit testing is required of all CSE employees working at the site. 7. EMERGENCY PROCEDURES CSE employees are trained in emergency first aid, and emergency first aid provisions will be brought to the site. In the event of overt personnel exposure (i.e., skin contact, inhalation, or ingestion), the victim will be transported to and treated at the closest hospital (see Hospital Map). A 911 call will dispatch EMTs to the scene of the injury. If warranted by the severity of the injury, EMTs would summon an air ambulance. APPENDIX 1. MATERIAL SAFETY DATA SHEET Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08/00) � j ' Material safety Data Sheet Chevron Plus Unleaded Gasoline MSDS: 3205 Revision #: 23 Revision Date: 12/08/00 Clack here to search the product data sheet database 1. CHEMICAL. PRODUCT AND COMPANY IDENTIFICATION CHEVRON MID -GRADE UNLEADED GASOLINE PRODUCT NUMBER(S): CPS201001 CPS201003 CPS201004 CPS201006 CPS201007 CPS201008 CPS201010 CPS201011 CPS201018 CPS201021 CPS201025 CPS201031 CPS201032 CPS201033 CPS201034 CPS201036 CPS201037 CPS201038 CPS201041 CPS201043 CPS201046 CPS201048 CPS201064 CPS201208 CPS201210 CPS201211 CPS201212 CPS201230 CPS201231 CPS201232 CPS201260 CPS201261 CPS201262 CPS201271 CPS201272 CPS201273 CPS201280 CPS201281 CPS201282 CPS201288 CPS201290 CPS201291 CPS201292 CPS201851 CPS201852 CPS201858 CPS201859 CPS201860 SYNONYM: Calco Mid -Grade Unleaded Gasoline CHEVRON Plus Unleaded Gasoline COMPANY IDENTIFICATION EMERGENCY TELEPHONE NUMBERS Chevron Products Company HEALTH (24 hr): (800)231 -0623 or Marketing, MSDS Coordinator (510)231 -0623 (International) 6001 Bollinger Canyon Road TRANSPORTATION (24 hr): CHEMTREC San Ramon, CA 94583 (800)424 -9300 or (703)527 -3887 Emergency Information Centers are located in U.S.A. Intl collect calls accepted PRODUCT INFORMATION: MSDS Requests and Technical Information: (800) 689 -3998 http:;' /Iibrary.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (1 of 18) [11/26/2001 5:29:42 PMJ Chevron Plus Unleaded Gasoline ib1SDS #3205 Rev #23 (12/08/00) SPECIAL NOTES: This MSDS applies to: Federal Reformulated Gasoline, California Reformulated Gasoline, Wintertime Oxygenated Gasoline, Low RVP Gasoline and Conventional Gasoline. 2. COMPOSITION /INFORMATION ON INGREDIENTS 100.0 % CHEVRON MID -GRADE UNLEADED GASOLINE CONTAINING COMPONENTS AMOUNT LIMIT /QTY AGENCY/TYPE GASOLINE (GENERIC) 100.00% 890 mg /m3 ACGIH TWA 1480 mg/m3 ACGIH STEL 2000 mo,/m3 OSHA PEL POTENTIALLY INCLUDING BENZENE Chemical Name: BENZENE CAS71432 < 4.90% 0.5 ppm ACGIH TWA 2.5 ppm ACGIH STEL 1 ppm OSHA PEL 5 ppm OSHA CEILING 10 LBS CERCLA 302.4 RQ ETHYL BENZENE Chemical Name: BENZENE, ETHYL - CAS 100414 100 ppm ACGIH TWA 125 ppm ACGIH STEL 100 ppm OSHA PEL 1,000 LBS CERCLA 302.4 RQ XYLENE Chemical Name: BENZENE, DIMETHYL- CAS 1330207 100 ppm ACGIH TWA 150 ppm ACGIH STEL 100 ppm OSHA PEL 100 LBS CERCLA 302.4 RQ http:// Iibrary.cbest.chevron.comilubesi chevmsd ... /33ef0475182faded8825661 f005d73f6 ?0pen Document (2 of 18) [11/26/2001 6:29:42 PNt] Chevron Plus Unleaded Gasoline iVISDS #3205 Rev #23 (12/08/00) TOLUENE Chemical Name: TOLUENE CAS 108883 50 ppm ACGIH TWA 200 ppm OSHA PEL 300 ppm OSHA CEILING 1,000 LBS CERCLA 302.4 RQ N- BUTANE Chemical Name: N- BUTANE CAS 106978 800 ppm ACGIH TWA N- HEPTANE Chemical Name: N- HEPTANE CAS 142825 400 ppm ACGIH TWA 500 ppm ACGIH STEL 500 ppm OSHA PEL N- HEXANE Chemical Name: N- HEXANE CAS 110543 50 ppm ACGIH TWA 500 ppm OSHA PEL 5,000 LBS CERCLA 302.4 RQ HEXANE ISOMERS (OTHER THAN N) HEXANES 500 ppm ACGIH TWA 1000 ppm ACGIH STEL PENTANE (ALL ISOMERS) PENTANES 600 ppm ACGIH TWA 750 ppm ACGIH STEL 1000 ppm OSHA PEL CYCLOHEXANE Chemical Name: CYCLOHEXANE CAS 110827 300 ppm ACGIH TWA 300 ppm OSHA PEL 1,000 LBS CERCLA 302.4 RQ METHYLCYCLOHEXANE Chemical Name: CYCLOHEXANE, METHYL CAS 108872 400 ppm ACGIH TWA 500 ppm OSHA PEL TRIMETHYLBENZENE http: / /library.cbest. chevron. com / tubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (3 of 18) [11/2612001 6:29:42 PM] Chevron Plus Unleaded Gasoline iMSDS #3205 Rev #23 (12/08/00) Chemical Name: BENZENE, TRIMETHYL- CAS25551137 25 ppm ACGIH TWA 2,2,4 - TRIMETHYLPENTANE Chemical Name: 2,2,4 - TRIMETHYLPENTANE CAS540841 1,000 LBS CERCLA 302.4 RQ CAN CONTAIN METHYL TERT BUTYL ETHER (MTBE) Chemical Name: 2- METHOXY -2- METHYL PROPANE CAS 1634044 < 15.00% 40 ppm ACGIH TWA 50 ppm Chevron STEL 1,000 LBS CERCLA 302.4 RQ ETHYL TERT BUTYL ETHER (ETBE) Chemical Name: 2- ETHOXY -2- METHYL PROPANE CAS637923 < 18.00% NONE NA TERT -AMYL METHYL ETHER (TAME) Chemical Name: 2- METHOXY -2- METHYL - BUTANE CAS994058 < 17.00% 50 ppm Chevron STEL •• ETHANOL Chemical Name: ETHYL ALCOHOL CAS64175 < 10.00% 1000 ppm ACGIH TWA 1000 ppm OSHA PEL COMPOSITION COMMENT: Refer to the OSHA Benzene Standard (29 CFR 1910.1028) and Table Z -2 for detailed training, exposure monitoring, respiratory protection and medical surveillance requirements before using this product. Motor gasoline is considered a mixture by EPA under the Toxic Substances Control Act (TSCA). The refinery streams used to blend motor gasoline are all on the TSCA Chemical Substances Inventory. The appropriate CAS number for refinery blended motor gasoline is 86290 -81 -5. The product specifications of motor gasoline sold in your area will depend on applicable Federal and State regulations. Ethyl Alcohol is only added in limited specific distribution areas. 3. HAZARDS IDENTIFICATION http: / /library.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (4 of 18) [11/26/2001 6:29:42 PM] Chevron Plus Unleaded Gasoline ilv1SDS #3205 Rev #23 (12/08/00) EMERGENCY OVERVIEW! xx��>::;c:lc:;:x;<:;cx:;: :;;:;<;<:k•J,c:;cs',<�c�c Colorless to yellow liquid with a gasoline hydrocarbon odor. - EXTREMELY FLAMMABLE - HARMFUL OR FATAL IF SWALLOWED - CAN ENTER LUNGS AND CAUSE DAMAGE - VAPOR HARMFUL - MAY CAUSE EYE AND SKIN IRRITATION - LONG -TERM EXPOSURE TO VAPOR HAS CAUSED CANCER IN LABORATORY ANIMALS - KEEP OUT OF REACH OF CHILDREN IMMEDIATE HEALTH EFFECTS EYE: Contact with the eyes causes irritation. Eye contact with the vapors, fumes, or spray mist from this substance could also cause similar signs and symptoms. SKIN: Contact with the skin causes irritation. Not expected to be harmful to internal organs if absorbed through the skin. Prolonged or frequently repeated contact may cause the skin to become cracked or dry from the defatting action of this material. INGESTION: Because of the low viscosity of this substance, it can directly enter the lungs if it is swallowed (this is called aspiration). This can occur during the act of swallowing or when vomiting the substance. Once in the lungs, the substance is very difficult to remove and can cause severe injury to the lungs and death. INHALATION: May be harmful if inhaled. Breathing the vapors at concentrations above the recommended exposure standard can cause central nervous system effects. The vapor or fumes from this material may cause respiratory irritation. SIGNS AND SYMPTOMS OF EXPOSURE: Eye damage or irritation: may include pain, tearing, reddening, swelling, and impaired vision. Skin injury: may include pain, discoloration, swelling, and blistering. Respiratory irritation: may include coughing and difficulty breathing. Central nervous system effects may include headache, dizziness, nausea, vomiting, weakness, loss of coordination, blurred vision, drowsiness, confusion, or disorientation. At extreme http: / /library.cbest. chevron. com / tubes / chevmsd.../ 33ef0475182faded8825661f005d73f6 ?OpenDocument (5 of 18) (11/26/2001 6:29:42 PMj Chevron Plus Unleaded Gasoline NISDS #3205 Rev #23 (12,%08/00) exposures, central nervous system effects may include respiratory depression, tremors or convulsions, loss of consciousness, coma or death. CARCINOGENICITY: Risk depends on duration and level of exposure. See Section i 1 for additional information. Gasoline has been classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency for Research on Cancer (IARC). Contains chemical(s) known to the State of California to cause cancer. Contains benzene, which has been classified as a carcinogen by the National Toxicology Program (NTP), and a Group 1 carcinogen (carcinogenic to humans) by the International Agency for Research on Cancer (IARC). Contains ethylbenzene which has been classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency for Research on Cancer (IARC). Whole gasoline exhaust was reviewed by the International Agency for Research on Cancer (IARC) in their Monograph Volume 46 (1989). Evidence for causing cancer was considered inadequate in animals and inadequate in humans. IARC placed whole gasoline exhaust in Category 2B, considering it possibly carcinogenic to humans. 4. FIRST AID MEASURES EYE: Flush eyes with water immediately while holding the eyelids open. Remove contact lenses, if worn, after initial flushing, and continue flushing for at least 15 minutes. Get medical attention if irritation persists. SKIN: Wash skin immediately with soap and water and remove contaminated clothing and shoes. Get medical attention if irritation persists. Discard contaminated clothing and shoes or thoroughly clean before reuse. INGESTION: If swallowed, give water or milk to drink and telephone for medical advice. DO NOT make person vomit unless directed to do so by medical personnel. If medical advice cannot be obtained, then take the person and product container to the nearest medical emergency treatment center or hospital. INHALATION: Move the exposed person to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention if breathing difficulties continue. NOTE TO PHYSICIANS: Ingestion of this product or subsequent vomiting can result in aspiration of light hydrocarbon liquid which can cause pneumonitis. http: / /library.cbest. chevron. corn/ lubes / chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (5 of 18) [11/2612001 6:29:42 PNl] Chevron Plus Unleaded Gasoline IVISDS#3205 Rev#23 (12/08/00) 5. FIRE FIGHTING MEASURES FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Flammable, liquid. See section 7 for appropriate handling and storage conditions. FLAMMABLE PROPERTIES: FLASH POINT: (TCC) < -49F ( < -45C) AUTOIGNITION: 536 -835F (280 -456C) NFPA FLAMMABILITY LIMITS (% by volume in air): lower: 1.4 Upper: 7.6 EXTINGUISHING MEDIA: Dry Chemical, CO2, AFFF Foam or alcohol resistant foam if >15% volume polar solvents (oxygenates). NFPA RATINGS: Health 1; Flammability 3; Reactivity 0. FIRE FIGHTING INSTRUCTIONS: Use water spray to cool fire - exposed containers and to protect personnel. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. COMBUSTION PRODUCTS: Normal combustion forms carbon dioxide and water vapor; incomplete combustion can produce carbon monoxide. 6. ACCIDENTAL RELEASE MEASURES CHEMTREC EMERGENCY NUMBER (24 hr): (800)424 -9300 or (703)527 -3887 International Collect Calls Accepted ACCIDENTAL RELEASE MEASURES: Eliminate all sources of ignition in the vicinity of the spill or released vapor. Stop the source of the leak or release. Clean up releases as soon as possible, observing precautions in Exposure Controls/Personal Protection. Contain liquid to prevent further contamination of soil, surface water or groundwater. Clean up small spills using appropriate techniques such as sorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Follow prescribed procedures for reporting and responding to larger releases. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Contact local environmental or health authorities for approved disposal of this material. http: / /Iibrary.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (7 of 18) [11/26/2001 6:29:42 Pfvl] Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08/00) Release of this product should be prevented from contaminating soil and water and from entering drainage and sewer systems. U.S.A. regulations require reporting spills of this material that could reach any surface waters. The toll free number for the U.S. Coast Guard National Response Center is (800) 424 -8802. 7. HANDLING AND STORAGE This product presents an extreme fire hazard. Liquid very quickly evaporates, even at low temperatures, and forms vapor (fumes) which can catch fire and burn with explosive violence. Invisible vapor spreads easily and can be set on fire by many sources such as pilot lights, welding equipment, and electrical motors and switches. Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating an accumulation of electrostatic charge and/or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, "Flammable and Combustible Liquids ", National Fire Protection Association (NFPA) 77, "Recommended Practice on Static Electricity ", and/or the American Petroleum Institute (API) Recommended Practice 2003, "Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents ". Improper filling of portable gasoline containers creates danger of fire. Only dispense gasoline into approved and properly labeled gasoline containers. Always place portable containers on the ground. Be sure pump nozzle is in contact with the container while filling. Do not use a nozzle's lock -open device. Do not fill portable containers that are inside a vehicle or truck/trailer bed. Never siphon gasoline by mouth. Use only as a motor fuel. Do not use for cleaning, pressure appliance fuel, or any other such use. DO NOT USE OR STORE near heat, sparks or open flames. USE AND STORE ONLY IN WELL VENTILATED AREA. Keep container closed when not in use. READ AND OBSERVE ALL PRECAUTIONS ON PRODUCT LABEL. Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be dangerous. http: / /Iibrary.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (8 of 18) [11/26/2001 6:29:42 PM] Chevron Plus Unleaded Gasoline iMSDS #3205 Rev #23 (12/08/00) Igo not pressurize, cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner, or properly disposed of. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below the recommended exposure limits. PERSONAL PROTECTIVE EQUIPMENT EYE/FACE PROTECTION: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. SKIN PROTECTION: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances. Suggested materials for protective gloves include: <Nitrile> <Polyurethane> <Viton> <Chlorinated Polyethylene (or Chlorosulfonated Polyethylene or CPE)> RESPIRATORY PROTECTION: Determine if airborne concentrations are below the recommended exposure limits. If not, wear a NIOSH approved respirator that provides adequate protection from measured concentrations of this material. Use the following respirators: Organic Vapor. Use a positive pressure, air - supplying respirator if there is potential for uncontrolled release, exposure levels are not known, or other circumstances where air - purifying respirators may not provide adequate protection. 9. PHYSICAL AND CHEMICAL PROPERTIES http: /!library.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (9 of 18) [11/26/2001 6:29:42 PNI] Chevron Plus Unleaded Gasoline iMSDS #3205 Rev #23 (12/08/00) PHYSICAL DESCRIP'T'ION: Colorless to yellow liquid with a gasoline hydrocarbon odor. pH: NA VAPOR PRESSURE: 5 - 15 PSI @ 100F (REID) VAPOR DENSITY (AIR =1): 3 -4 (NFPA) BOILING POINT: 25 - 225C FREEZING POINT: NA MELTING POINT: NA SOLUBILITY: Soluble in hydrocarbons; insoluble in water. SPECIFIC GRAVITY: 0.7 - 0.8 @ 15.6/15.6C 10. STABILITY AND REACTIVITY HAZARDOUS DECOMPOSITION PRODUCTS: None known CHEMICAL STABILITY: Stable. CONDITIONS TO AVOID: See section 7. INCOMPATIBILITY WITH OTHER MATERIALS: May react with strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. HAZARDOUS POLYMERIZATION: Polymerization will not occur. 11. TOXICOLOGICAL INFORMATION EYE EFFECTS: The mean 24 -hour Draize eye irritation score in rabbits is 0. SKIN EFFECTS: This material was not a skin sensitizer in the modified Buehler Guinea Pig Sensitization Test. For a 4 -hour exposure, the Primary Irritation Index (PII) in rabbits is: 4.8. ACUTE ORAL EFFECTS: The oral LD50 in rats is > 5 ml/kg. ACUTE INHALATION EFFECTS: No product toxicology data available. ADDITIONAL TOXICOLOGY INFORMATION: http: / /Iibrary,cbest. chevron. com/ lubes/ chevmsd .../33ef0475182faded8825661 f005d73f6 ? Open Docu men t (10 of 18) (11/26/2001 5:29:42 PMJ Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08/00) When vapor exposures are low, or short duration and infrequent, such as during refuelling and tanker loading /unloading, neither total hydrocarbon nor components such as benzene are likely to result in any adverse health effects. In situations such as accidents or spills where exposure to gasoline vapor and liquid is potentially high, attention should be paid to potential toxic effects of specific components in addition to those of total hydrocarbons. Information about specific components in gasoline are found in Section 1 and Section 15 of this MSDS. More detailed information on the health hazard of specific gasoline components can be obtain from the Chevron Emergency Information Center (see Section 1 for telephone numbers). A study was done in which ten volunteers were exposed for 30 minutes to about 200, 500 or 1000 ppm concentrations of the vapor of three different unleaded gasolines. Irritation of the eyes was the only significant effect observed, based on both subjective and objective assessments. An inhalation study with rats exposed to 0, 400 and 1600 ppm of wholly vaporized unleaded gasoline, 6 hours per day on day 6 through 16 of gestation, showed no teratogenic effects nor indication of toxicity to either the mother or the fetus (sex ratio, embryotoxicity, fetal growth and development). An inhalation study with pregnant rats exposed to 0, 1000, 3000, and 9000 ppm of unleaded gasoline vapor, 6 hours per day on days 6 through 20 of gestation, showed no teratogenic effects nor indications of toxicity to either the mother or the fetus. In an inhalation study, groups of 6 Fischer rats (3 male, 3 female) were exposed to 2056 ppm of wholly vaporized unleaded gasoline for 6 hours per day, 5 day per week for up to 18 months. Histopathology of the peripheral nervous system and spinal cord revealed no distal axonal neuropathy of the type associated with exposure to n -hexane even though gasoline contained 1.9% n- hexane. The authors concluded that gasoline treatment may have amplified the incidence and prominence of some naturally occurring age related changes in the nervous system. Wholly vaporized unleaded gasoline was used in a 3 month inhalation study. Groups of 40 rats (20 males, 20 female) and 8 squirrel monkeys (4 male, 4 female) were exposed 6 hours per day and 5 days per week for 13 weeks to 384 or 1552 ppm gasoline. One group of each species served as unexposed controls. The initial conclusion of this study was that inhalation of gasoline at airborne concentrations of up to 1522 ppm caused no toxicity in rats or monkeys. However, further histopathological examination of male rat kidneys on the highest dose group revealed an increased incidence and severity of regenerative epithelium and dilated tubules containing http: / /library.cbest. chevron. com/ lubes/ chevmsd..,/ 33ef0475182faded8825661f005d73f6 ?OpenDocument (11 of 18) [11/26/2001 6:29:42 PM] Chevron Plus Unleaded Gasoline IVISDS #3205 Rev #23 (12/08/00) proteinac,eous deposits. Rabbits were exposed to unleaded gasoline 24 hour per day, 5 days per week for two weeks; 0, 2.5, 5 or 8 ml were applied to the skin under an occlusive dressing. Applied in such a way, this motor gasoline was corrosive to the rabbit skin and animals in all dose groups had decreased bodyweights. The slight and /or isolated systemic effects noted in the study were judged to be not significant. Unleaded gasoline was assayed for mutagenic and cytogenetic activity. Gasoline was not mutagenic, either with or without activation, in Ames assay (Salmonella typhimurium), Saccharamyces cerevisesae, or mouse lymphoma assays. In addition, point mutations were not induced in human lymphocytes exposed to gasoline in vivo. The gasoline was not mutagenic when tested in the mouse dominant lethal assay. Administration of gasoline to rats did not cause chromosomal aberrations in their bone marrow cells. In a lifetime skin painting study, 50 male Swiss mice were treated with 0.05 ml of unleaded gasoline three times per week. Positive control groups were treated with benzo(a)pyrene in acetone; an untreated negative control group was also included. The repeated exposure to gasoline caused severe skin irritation, ulceration, hyperkeratosis and abscesses. There was no statistically significant increase in the incidence of skin tumors. Histopathology at the end of the study showed that unleaded gasoline did not increase the incidence of tumors in other organs. Lifetime inhalation of wholly vaporized unleaded gasoline at 2056 ppm has caused increased liver tumors in female mice. The mechanism of this response is still being investigated but is thought to be an epigenetic process unique to the female mouse. This exposure also caused kidney damage and eventually kidney cancer in male rats. No other animal model studied has shown these adverse kidney effects and there is no physiological reason to believe that they would occur in man. EPA has concluded that the mechanism by which wholly vaporzied unleaded gasoline causes kidney damage is unique to the male rat. The response in that species (kidney damage and cancer) should not be used in human risk assessment. In their 1988 review of carcinogenic risk from gasoline, The Internatioal Agency for Research on Cancer (IARC) noted that, because published epidemiology studies did not include any exposure data, only occupations where gasoline exposure may have occurred were reviewed. These included gasoline service station attendants and automobile mechanics. IARC also noted that there was no opportunity to separate effects of combustion products from those of gasoline itself. Although IARC allocated gasoline hftp: / /Iibrary.cbest. chevron. comilubes/ chevmsd ... / 33ef0475182faded8825661f005d73f6 ?Open Document (12 of 18) [11/26/2001 6:29:42 PM] Chevron Plus Unleaded Gasoline MSDS #3205 Rev#23 (12/08/00) a final overall classification of Group 2B, i.e. possibly carcinogenic to humans, this was based on limited evidence in experimental animals plus supporting evidence including the presence in gasoline of benzene and t, 3- butadiene. The actual evidence for cacinogenicity in humans was considered inadequate. To explore the health effects of workers potentially exposed to gasoline vapors in the marketing and distribution sectors of the petroleum industry, the American Petroleum Institute sponsored a cohort mortality, a nested case - control, and an exposure assessment study. Histories of exposure to gasoline were reconstructed for a cohort of more than 18,000 employees from four companies for the time period between 1946 and 1985. Data were analyzed based on length of employment, length of exposure, job category, age at first exposure and estimated cumulative and peak exposures. Cumulative exposure was defined as the sum of products of TWA exposure and duration of exposure of each job in an employee's work history. Amoung cohort members, cumulative exposure ranged from 2 to 8,000 ppm- years. In general, long -term drivers at small terminals had the highest exposures, and short -term workers with "other terminal jobs" had the lowest. A peak exposure was defined as an episode in excess of 500 ppm lasting 15 to 90 minutes. The results of the cohort study indicated that there was no increased mortality from either kidney cancer or leukemia among marketing and marine distribution employees who were exposed to gasoline in the petroleum industry, when compared to the general population. More importantly, based on internal comparisons, there was no association between mortality from kidney cancer or leukemia and various indices of gasoline exposure. For acute myeloid leukemia (AML), a non - significant mortality increase was found in land -based terminal employees, but no trend was detected when the data were analyzed by various gasoline exposure indices. This non - significant excess was limited to land -based terminal employees hired prior to 1948. On the other hand, a deficit of mortality from AML was observed among marine employees. In addition to the cohort study, a subsequent nested case - control study was also conducted. Four diseases were selected for analysis in the case - control study: Leukemia (all cell types), AML, kidney cancer and multiple myeloma. For each case, five individually matched controls were randomly selected from the cohort. In the original cohort study, broad generic job categories were used as part of exposure assessment. In the case - control study, a finer and more homogeneous job classification was developed. In addition to job category, several quantitative gasoline exposure indices were used in the case - control analysis: length of exposure, cumulative exposure (ppm -years in terms of total hydrocarbons) http: / /libran/.obest. chevron. com /tubes/ chevmsd ... /33ef0475182faded8825661 f005d73f6 ?Open Document (13 of 18) (11/26/2001 6:29:42 PM1 Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08/00) and frequency of peak exposure. Time period of first exposure to gasoline (1948 or before and 1949 or after) was also included as an exposure index. Results of the nested case - control study confirmed the findings of the original cohort study. That is, exposure to gasoline at the levels experienced by this cohort of distribution workers is not a significant risk factor for leukemia (all cell types), acute myeloid leukemia, kidney cancer or multiple myeloma. 12. ECOLOGICAL INFORMATION ECOTOXICITY: Gasoline studies have been conducted in the laboratory under a variety of test conditions with a range of fish and invertebrate species. An even more extensive database is available on the aquatic toxicity of individual aromatic constituents. The majority of published studies do not identify the type of gasoline evaluated, or even provide distinguishing characteristics such as aromatic content or presence of lead alkyls. As a result, comparison of results among studies using open and closed vessels, different ages and species of test animals and different gasoline types, is difficult. The bulk of the available literature on gasoline relates to the environmental impact of monoaromatic (BTEX) and diaromatic (naphthalene, methylnaphthalenes) constituents. In general, non - oxygenated gasoline exhibits some short-term toxicity to freshwater and marine organisms, especially under closed vessel or flow - through exposure conditions in the laboratory. The components which are the most prominent in the water soluble fraction and cause aquatic toxicity, are also highly volatile and can be readily biodegraded by microorganisms. The 96 -hour LC50 in rainbow trout (Oncorhynchus mykiss) is 2.7 mg/1 (BTEX). The 48 -hour LC50 in daphnia (Daphnia magna) is 3.0 mg /1(BTEX). The 96 -hour LC50 in sheepshead minnow (Cyprinodon variegatus) is 8.3 mg/1 (BTEX). The 96 -hour LC50 in mysid shrimp (Mysidopsis bahia) is 1.8 mg /1 (BTEX). ENVIRONMENTAL FATE: Following spillage, the more volatile components of gasoline will be rapidly lost, with concurrent dissolution of these and other constituents into the water. Factors such as local environmental conditions (temperature, wind, mixing or wave action, soil type, etc), photo- oxidation, biodegradation and adsorption onto suspended sediments, can contribute to the weathering of spilled gasoline. The aqueous solubility of non - oxygenated unleaded gasoline. based on analysis of http: / /Iibrary.cbest. chevron. com / tubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (14 of 18) [11,26/2001 6:29:42 PM] Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08i00) benzene, toluene, ethylbenzene +xylenes and naphthalene, is reported to be 112 mg /l. Solubility data on individual gasoline constituents also available. 13. DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet the criteria of a hazardous waste as defined by USEPA under RCRA (40CFR261) or other State and local regulations. Measurement of certain physical properties and analysis for regulated components may be necessary to make a correct determination. If this material is classified as a hazardous waste, federal law requires disposal at a licensed hazardous waste disposal facility. 14. TRANSPORT INFORMATION The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode - specific or quantity - specific shipping requirements. DOT SHIPPING NAME: GASOLINE DOT HAZARD CLASS: 3 (FLAMMABLE LIQUID) DOT IDENTIFICATION NUMBER: UN 1203 DOT PACKING GROUP: II 15. REGULATORY INFORMATION SARA 311 CATEGORIES: 1. Immediate (Acute) Health Effects: YES 2. Delayed (Chronic) Health Effects: YES 3. Fire Hazard: YES 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01 =SARA 313 11 =NJ RTK 22 =TSCA Sect 5(a)(2) 02 =MASS RTK 12 =CERCLA 302.4 23 =TSCA Sect 6 http: / /library.cbest. chevron. com /lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?OpenDocument (15 of 18) (11/26/2001 5:29:42 PM] Chevron Plus Unleaded Gasoline ibISDS #3205 Rev #23 (12/08/00) 03 -NTP Carcinogen 13 =MN RTK 24 =TSCA Sect 12(b) 04 =CA Prop 65- Carcin 14 =ACGIH TWA 25 =TSCA Sect 8(a) 05 =CA Prop 65 -Repro Tox 15 =ACGIH STEL 26 =TSCA Sect 8(d) 06 =IARC Group 116 =ACGIH Calc TLV 27 =TSCA Sect 4(a) 07 =IARC Group 2A 17 =OSHA PEL 28= Canadian WHMIS 08 =IARC Group 2B 18 =DOT Marine Pollutant 29--OSHA CEILING 09 =SARA 302/304 19= Chevron TWA 30--Chevron STEL 10 =PA RTK 20 =EPA Carcinogen The following components of this material are found on the regulatory lists indicated. BENZENE, ETHYL - is found on lists: 01,02 ,08,10,11,12,13,14,15,17,26,28, N- BUTANE is found on lists: 02,10,11,13,14,28, CYCLOHEXANE, METHYL is found on lists: 02,10,11,13,14, 1.7,26,28, TOLUENE is found on lists: 01,02 ,05,10,11,12,13,14,17,26,28,29, N- HEXANE is found on lists: 01,02,10,11,12,13,14,17,27,28, CYCLOHEXANE is found on lists: 01,02,10,11,12,13,14,17,26,28, BENZENE, DIMETHYL- is found on lists: 01,02,10,11,12,13,14,15,17, N- HEPTANE is found on lists: 02,10,11,13,14,15, 1-7,26,28, 2- METHOXY -2- METHYL PROPANE is found on lists: 01,02,10,11,12,14,24,26,27,30, BENZENE, TRIMETHYL- is found on lists: 02,10,11,13,14,26,28, 2,2,4 - TRIMETHYLPENTANE is found on lists: 02,10,11,12,26, 2- ETHOXY -2- METHYL PROPANE is found on lists: 25,26, ETHYL ALCOHOL is found on lists: 02,05,10,11,13,14,17,28, BENZENE is found on lists: 01,02,03,04,05,06 ,10,11,12,13,14,15,17,20,28,29, 2- METHOXY -2- METHYL - BUTANE is found on lists: 24,25,26,27,30, GASOLINE (GENERIC) is found on lists: 04,08,14.15,17, PENTANES is found on lists: 14,15.17, http: / /Iibrary.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?OpenDocument (16 of 18) [11/26/2001 6:29:42 Pfv11 Chevron Plus Unleaded Gasoline NISDS #3205 Rev #23 (12i08/00) HEXANES is found on lists: 14,15, WHMIS CLASSIFICATION: Class B, Division 2: Flammable liquids Class D, Division 2, Subdivision A: Very Toxic Material - Carcinogenicity Class D, Division 2, Subdivision B: Toxic Material -Skin or Eye Irritation 16. OTHER INFORMATION NFPA RATINGS: Health 1; Flammability 3; Reactivity 0; HMIS RATINGS: Health l; Flammability 3; Reactivity 0; (0- Least, 1- Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, *- Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates Sections 1 (Company Identification & Product Numbers). ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV - Threshold Limit Value TWA - Time Weighted Average STEL - Short-term Exposure Limit TPQ - Threshold Planning Quantity RQ - Reportable Quantity PEL - Permissible Exposure Limit C - Ceiling Limit CAS - Chemical Abstract Service Number Al -5 - Appendix A Categories () - Change Has Been Proposed NDA - No Data Available NA - Not Applicable Prepared according to the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (Z400.1) by the Toxicology and Health Risk Assessment Unit, CRTC, P.O. Box 1627, Richmond, CA 94804 * * *;k*115* k>k** *=F**** * ** * **** *, Eck= k'k** **:;c>;c;;e**** * * *** ** * *he ye >;c:;eyc*:<;kac:c** **:F** *>; * The above information is based on the data of which we are aware and is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may http: / /Iibranj.cbest. chevron. com/ lubes/ chevmsd.../ 33ef0475182faded8825661f005d73f6 ?Open Document (17 of 18) (11/26/2001 6:29:42 PNl] Chevron Plus Unleaded Gasoline MSDS #3205 Rev #23 (12/08/00) suggest modification of the information, we do not assume any responsibil- ity for the results of its use. This information is furnished upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. :<xx:<:Icx < c : < :g kr,.:g >;cx: < :; Vic:, <:; :g >, :<k *:, , :� { :; c�cy , :� :g; •:g�c:lcx: <:, : <>°x:, , :< c: < >, :< THIS IS THE LAST PAGE OF THIS MSDS .�•,,••� �:;c <;<:, c: c:; cx:! chx:, c* �c�c> ;c�:;cJc� <�,<x:;c�c::x:jc:;;:;c c; <y�k:�:;c�: <:,•;,c:,< : <>< xycx >; <: <�c: <: <:� c:jc:ex: <: <:,<:<:;c <;<:<:,c http: / /Iibrary.cbest. chevron. comilubes/ chevmsd ... / 33ef0a75182faded8825661f005d73f6 ?Open Document (18 of 18) [11/26'2001 6:29: 42 PM1 - Chevron LS Diesel 2 MSDS #6894 Rear #3 (06/09/01) � Material Safety Data. Sleet w Chevron LS Diesel 2 MSDS: 6894 Revision #: 3 Revision Date: 06 /09/01 Click here to search the product data sheet database 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION DIESEL FUEL NO. 2 PRODUCT NUMBER(S): CPS220122 CPS225114 CPS225115 CPS225150 CPS266176 CPS270005 CPS271006 CPS272093 CPS272102 CPS272126 CPS272152 CPS272185 CPS272190 CPS272593 CPS272601 CPS272693 CPS272793 CPS273003 CPS273030 CPS273053 CPS275000 SYNONYM: CALCO LS Diesel 2 CHEVRON LS Diesel 2 Diesel Fuel Oil Gas Oil HS Diesel 2 HS Heating Fuel 2 LS Diesel 2 LS Heating Fuel 2 Marine Diesel RR Diesel Fuel COMPANY IDENTIFICATION EMERGENCY TELEPHONE NUMBERS Chevron Products Company HEALTH (24 hr): (800)231 -0623 or Marketing, MSDS Coordinator (510)231 -0623 (International) 6001 Bollinger Canyon Road TRANSPORTATION (24 hr): CHEMTREC San Ramon, CA 94583 (800)424 -9300 or (703)527 -3887 Emergency Information Centers are located in U.S.A. Int'l collect calls accepted PRODUCT INFORMATION: MSDS Requests (800) 689 -3998 (5 10) 242 -5357 Technical Information 12 http: /ilibrary.cbest. chevron. com % tubes/ che ... i988ee9O735ad7P-2882569e000839 313 ?OpenDoci 12,13/01 Chevron LS Diesel 2 MSDS #6894 Rev#3 (06/09/01) SPECIAL NOTES: This MSDS covers all Chevron and Calco non -CARB Diesel No.2 Fuels. The sulfur content is less than 0.5% (mass). Red dye is added to non - taxable fael. 2. COMPOSITION /INFORMATION ON INGREDIENTS 100.0 % DIESEL FUEL NO. 2 CONTAINING COMPONENTS AMOUNT LIMIT /QTY AGENCY/TYPE DIESEL FUEL NO. 2 Chemical Name: FUELS, DIESEL, NO. 2 CAS68476346 100.00% 350 mg/m3 Chevron TWA 1000 mg/m3 Chevron STEL POTENTIALLY INCLUDING HDS DISTILLATE, MIDDLE Chemical Name: DISTILLATES, HYDRODESULFURIZED MIDDLE CAS64742809 NONE NA GAS OIL, LIGHT Chemical Name: DISTILLATES, STRAIGHT RUN MIDDLE CAS64741442 NONE NA KEROSENE Chemical Name: KEROSINE CAS8008206 NONE NA HYDRODESULFURIZED KEROSINE Chemical Name: KEROSINE, HYDRODESULFURIZED CAS64742810 NONE NA CAT CRACKED DISTILLATE, LIGHT Chemical Name: DISTILLATES, LIGHT CATALYTIC CRACKED CAS64741599 NONE NA TOTAL SULFUR, MASS % < 0.50% COMPOSITION COMMENT: All the components of this material are on the Toxic Substances Control Paee 2 of 12 http: / library.cbest. chevron. cam/ lubcs/ che.../ 988ee9073 5ad7t22882569e0008393 13'?OpenDocumen 12r31'01 Chevron LS Diesel 2 MSDS46894 Rev-#3 (06/09'01) Act Chemical Substances Inventory. 3. HAZARDS IDENTIFICATION Page 3 of 12 EMERGENCY OVERVIEW Clear to pale yellow liquid if undyed, red liquid if dyed with a faint petroleum hydrocarbon odor. - COMBUSTIBLE LIQUID AND VAPOR - HARMFUL OR FATAL IF SWALLOWED - CAN ENTER LUNGS AND CAUSE DAMAGE - CAUSES SKIN IRRITATION - POSSIBLE CANCER HAZARD - CONTAINS MATERIAL THAT MAY CAUSE CANCER BASED ON ANIMAL DATA IMMEDIATE HEALTH EFFECTS EYE: Not expected to cause prolonged or significant eye irritation. SKIN: Contact with the skin causes irritation. INGESTION: Because of its low viscosity, this material can directly enter the lungs, if swallowed, or if subsequently vomited. Once in the lungs it is very difficult to remove and can cause severe injury or death. INHALATION: Excessive or prolonged breathing of this material may cause central nervous system effects. Mists of this material may cause respiratory irritation. SIGNS AND SYMPTOMS OF EXPOSURE: Skin irritation: may include pain, reddening, swelling, and blistering. Respiratory irritation: may include coughing and difficulty breathing. Central nervous system effects may include headache, dizziness, nausea, vomiting, weakness, loss of coordination, blurred vision, drowsiness, confusion, or disorientation. At extreme exposures, central nervous system effects may include respiratory depression, tremors or convulsions, loss of consciousness, coma or death. CARCINOGENICITY: Prolonged or repeated skin contact with this material may cause cancer based on animal data. Risk of cancer depends on duration and level of exposure. See Section l l for additional information. Whole diesel engine exhaust was reviewed by the International Agency for http:%!library.ebest. chevron. corn/ lubesiche.../ 988ee9073 -�ad7P- 2882569e000839313?OpenDocumen 12/3/0t .Chevron LS Diesel 2 MSDS #6894 Rev#3 (06/09/01) Research on Cancer (LARC) in their Monograph 46 (1989). Evidence for causing cancer was considered sufficient in animals and limited in humans. IARC placed diesel exhaust in category 2A, considering it probably carcinogenic to humans. Diesel exhaust is known to the State of California to cause cancer. 4. FIRST AID MEASURES EYE: No specific first aid measures are required because this material is not expected to cause eye irritation. As a precaution remove contact lenses, if wom, and flush eyes with water. SKIN: Wash skin immediately with soap and water and remove contaminated clothing and shoes. Get medical attention if irritation persists. Discard contaminated clothing and shoes or thoroughly clean before reuse. INGESTION: If swallowed, do not induce vomiting. Give the person a glass of water or milk to drink and get immediate medical attention. Never give anything by mouth to an unconscious person. INHALATION: Move the exposed person to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention if symptoms continue. NOTE TO PHYSICIANS: Ingestion of this product or subsequent vomiting can result in aspiration of light hydrocarbon liquid which can cause pneumonitis. 5. FIRE FIGHTING MEASURES FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Combustible liquid. See section 7 for appropriate handling and storage conditions. FLAMMABLE PROPERTIES: FLASH POINT: (P -M) 125F (52C) Minimum AUTO[GMTION: 494F (257C) NFPA 325M, FO #2 FLAMMABILITY LMTS (% by volume in air): Lower: 0.6 Upper: 4.7 EXTINGUISHING MEDIA: CO2, Dry Chemical, AFFF Foam. NFPA RATINGS: Health 0; Flammability 2; Reactivity 0. FIRE FIGHTING INSTRUCTIONS: Use water spray to cool fire - exposed containers and to protect personnel. For fires involving this material, do not enter any enclosed or confined Page 4 of 12 http :iilibrary.ebest. chevron. Conn' libe5' che. ...'988ee90735ad7t22882569e0008 39313 ?OpenDocumen t2/3/01 .Chevron LS Diesel 2 MSDS 46894 Rev#3 (06%09/0 l) Page 5 of 12 fire space without proper protective equipment, including self - contained breathing apparatus. COMBUSTION PRODUCTS: Normal Combustion forms carbon dioxide and water vapor, incomplete combustion can produce carbon monoxide. 6. ACCIDENTAL RELEASE MEASURES CHEMTREC EMERGENCY NUMBER (24 hr): (800)424 -9300 or (703)527 -3887 International Collect Calls Accepted ACCIDENTAL RELEASE MEASURES: Eliminate all sources of ignition in the vicinity of the spill or Teased vapor. Stop the source of the leak or release. Clean up releases as soon as possible, observing precautions in Exposure Controls/Personal Protection. Contain liquid to prevent further contamination of soil, surface water or groundwater. Clean up small spills using appropriate techniques such as sorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Follow prescribed procedures for reporting and responding to larger releases. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Contact .local environmental or health authorities for approved disposal of this material. Release of this product should be prevented from contaminating soil and water and from entering drainage and sewer systems. U.S.A. regulations require reporting spills of this material that could reach any surface waters. The toll free number for the U.S. Coast Guard National Response Center is (800) 424 -8802. 7. HANDLING AND STORAGE Liquid evaporates and forms vapor (fumes) which can catch fire and burn with explosive force. Invisible vapor spreads easily and can be set on fire by many sources such as pilot lights, welding equipment, and electrical motors and switches. Fire hazard is greater as liquid temperature rises above 85F. Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating an accumulation of electrostatic charge and/or a flammable atmosphere (including tank and http: /.- 'library.ebest. chevron. conllubes/ che ... / 988ee9073 Sad7t22882569e000839313 'OpenDocumen 12/3/01 „Chevron LS Diesel 2 N1SDS #6894 Rev#3 (06109/0 l ) container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, "Flammable and Combustible Liquids ", National Fire Protection Association (NFPA) 77, "Recommended Practice on Static Electricity", and/or the American Petroleum Institute (API) Recommended Practice 2003, "Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents ". Do not use or store near heat, sparks, or open flames. Use or store only in a well - ventilated area. Keep container closed when material is not in use. Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and/or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner, or properly disposed of WARNING! Do not use as portable heater or appliance fuel. Toxic fumes may accumulate and cause death. Do not taste or swallow. Do not get in eyes, on skin, or on clothing. Wash thoroughly after handling. Keep out of reach of children. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS If user operations generate airborne material, use process enclosures, local exhaust ventilation, or other engineering controls to control exposure. PERSONAL PROTECTIVE EQUIPMENT EYE /FACE PROTECTION: Page 6 of 12 http: / /library.cbest. chevron. corn / lobes /che... /988ee90735ad7M 882569e000839'M) "OpenDocumen 12/3/01 Chevron LS Diesel 2 MSDS #6894 Rev-#3 (06/09/01) No special eye protection is nomlally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. SKIN PROTECTION: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances. Suggested materials for protective gloves include: <Nitrile> <Viton> <Chlorinated Polyethylene (or Chlorosulfonated Polyethylene or CPE)> <Polyurethane> RESPIRATORY PROTECTION: If user operations generate harmful levels of airborne material that is not adequately controlled by ventilation, wear a NIOSH approved respirator that provides adequate protection. Use the following respirators: Organic Vapor. 9. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL DESCRIPTION: Clear to pale yellow liquid if undyed, red liquid if dyed with a faint petroleum hydrocarbon odor. pH: NA VAPOR PRESSURE: 0.4 kPa @ 40C (approximate) VAPOR DENSITY (AIR= 1): >I BOILING POINT: 176 - 370C (348 -698F) FREEZING POINT: NA MELTING POINT: NA SOLUBILITY: Soluble in hydrocarbon solvents; insoluble in water. SPECIFIC GRAVITY: 0.84 @ 15.6/15.6C (typical) VISCOSITY: 1.9 - 4.1 cSt @ 40C 10. STABILITY AND REACTIVITY HAZARDOUS DECOMPOSITION PRODUCTS: None known CHEMICAL STABILITY: Stable. CONDITIONS TO AVOID: See section 7. INCOMPATIBILITY WITH OTHER MATERIALS: May react with strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. HAZARDOUS POLYMERIZATION: Polymerization will not occur. Page 7 of 12 http: / /Ilbrary.ebest. chevron. com / tubes/ che... /988ee90735ad7t22882569e0008393 t3 ?OpernDocumen 12i3/01 Chevron LS Diesel 2 MSDS #6894 Rev#3 (06/09/01) t 1. TOXICOLOGICAL INFORMATION EYE EFFECTS: Minimal effects clearing in less than 24 hours. SKIN EFFECTS: Moderate irritation at 72 hours. (Moderate erythema). The acute dermal LD50 in rabbits is >5 mVkg. This material did not cause skin sensitization reactions in a Buehler guinea pig test. ACUTE ORAL EFFECTS: The acute oral LD50 in rats is > 5 ml/kg. ACUTE INHALATION EFFECTS: The 4 -hour inhalation LC50 in rats is > 5 mg/l. The data above is obtained from studies sponsored by the American Petroleum Institute. CHRONIC EFFECTS /CARCINOGENICITY: This product may contain significant amounts of polynuclear aromatic hydrocarbons (PAH's) which have been shown to cause skin cancer after prolonged and frequent contact with the skin of test animals. Brief or intermittent skin contact with this product is not expected to have serious effects if it is washed from the skin. While skin cancer is unlikely to occur in human beings following use of this product, skin contact and breathing of mists or vapors should be reduced to a minimum. This product contains kerosene. CONCAWE (product dossier 94/106) has summarized current health, safety and environmental data available for a number of kerosenes (typically straight -run kerosene, CAS 8008 -20 -6, or hydrodesulf uized kerosene, CAS 64742 -81 -0). Following acute exposure to kerosene, signs observed in rats and rabbits were of a low order of toxicity: central nervous system depression occurred following oral exposure, skin irritation (ranging from slight to severe irritation) occurred with dermal exposure, and respiratory tract irritation occurred with inhalation exposure. None of the kerosenes tested produced more than slight eye irritation and none were skin sensitizers. However, intratracheal administration or artificial aspiration of small volumes (0.1 to 0.2 ml) of kerosene into the lungs of rats, chickens and primates resulted in lung damage and/or death. Chronic (3 to 24 months) mouse dermal toxicity studies of kerosenes and jet fuels produced mild to moderate skin irritation, while long -term (2+ years) studies showed moderate to severe skin damage as well as an increased incidence of tumors after long latency periods (probably due to a secondary mechanism related to skin irritancy). In a study in which rats, mice, rabbits and cats were exposed to kerosene aerosol concentrations in the range 0.05 to 120 mg/1 for up to four weeks, reductions in respiratory rate, pulmonary hyperaemia, leucocytosis, monocytosis and decreased erythrocyte sedimentation rate were observed, and histological examination revealed Page 8 oft 2 http: /,,library.cbest. chevron. com / lobes/ che.../ 988cc9073 5ad7t 22882569e000839313 ?OpenDocumen 12 /31'0t Chevron LS Diesel 2 MSDS #6894 Rev#3 (06/09/01) inflammatory changes in the respiratory tract (tracheitis, bronchitis and pneumonia). Hydrodesulfurized kerosene was tested by the Petroleum Product Stewardship Council in a OECD Guideline 421 Reproductive /Developmental Toxicity Study. The kerosene sample was diluted to 494 (60 %), 330 (40 %), and 165 (20 %) mg/kg/day in food grade mineral oil and applied daily during pre- mating and mating to day 19 of gestation. There was no apparent maternal, reproductive, or developmental toxicity at any dose. Males treated for eight weeks had increased relative kidney weights in the high dose group but no microscopic changes in testes or epididymides. No gross anomalies were observed in the pups. The National Institute of Occupational Safety and Health (NIOSH) has recommended that whole diesel exhaust be regarded as potentially causing cancer. This recommendation was based on test results showing increased lung cancer in laboratory animals exposed to whole diesel exhaust. 12. ECOLOGICAL [NFORMATION ECOTOXICITY: A series of studies on the acute toxicity of 4 diesel fuel samples were conducted by one laboratory using water accommodated fractions. The range of effective (EC50) or lethal concentrations (LC50) expressed as loading rates were: The 96 -hour LC50 for rainbow trout (Salmo gairdneri) is 21 -210 mg/l. The 48 -hour EC50 for daphnia (Daphnia magna) is 20 -210 mg/l. The 72 -hour EC50 in alga (Raphidocellus subcapitata) is 2.6 -25 mg/1. ENVIRONMENTAL FATE: On release to the environment the lighter components of diesel fuel will generally evaporate but depending on local environmental conditions (temperature, wind, mixing or wave action, soil type, etc.) the remainder may become dispersed in the water column or absorbed to soil or sediment. Diesel fuel would not be expected to be "readily biodegradable ". In a modified Strum test (OECD method 301B) approximately 40% biodegradation was recorded over 28 days. However, it has been shown that most hydrocarbon components of diesel fuel are degraded in soil in the presence of oxygen. Under anaerobic conditions, such as in anoxic sediments, rates of biodegradation are negligible. 13. DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet the criteria of a hazardous Page 9 of 12 http:! /library.cbest. chevron. corn/ lobes/ che ... ,,988ee90735ad7t22882569e0008393 t )?OpenDocumen 12/3/O l Chevron LS Diesel 2 MSDS,46894 Rev#3 (06/09/01) Page 10 of 12 waste as defined by USEPA under RCRA (40CFR261) or other State and local regulations. Measurement of certain physical properties and analysis for regulated components may be necessary to make a correct determination. If this material is classified as a hazardous waste, federal law requires disposal at a licensed hazardous waste disposal facility. 14. TRANSPORT INFORMATION The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode - specific or quantity- specific shipping requirements. DOT SHIPPING NAME: GAS OIL DOT HAZARD CLASS: COMBUSTIBLE LIQUID DOT IDENTIFICATION NUMBER: UN 1202 DOT PACKING GROUP: III 15. REGULATORY INFORMATION SARA 311 CATEGORIES: 1. Immediate (Acute) Health Effects: YES 2. Delayed (Chronic) Health Effects: YES 3. Fire Hazard: YES 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01 =SARA 313 11 =NJ RTK 22 =TSCA Sect 5(a)(2) 02 =MASS RTK 12= CERCLA 302.4 23 =TSCA Sect 6 03 =NTP Carcinogen 13 =MN RTK 24 =TSCA Sect 12(b) 04 =CA Prop 65- Carcin 14 =ACGIH TWA 25 =TSCA Sect 8(a) 05 =CA Prop 65 -Repro Tox 15 =ACGIH STEL 26 =TSCA Sect 8(d) 06 =IARC Group 1 16 =ACGIH Calc TLV 27 =TSCA Sect 4(a) 07 =IARC Group 2A 17 =OSHA PEL 28= Canadian WHMIS 08 =IARC Group 2B 18 =DOT Marine Pollutant 29--OSHA CEILING 09 =SARA 302/304 19= Chevron TWA 30= Chevron STEL 10 =PA RTK 20=EPA Carcinogen The following components of this material are found on the regulatory lists indicated FUELS, DIESEL, NO. 2 IS found on lists: 19,30, http: / /library.cbest. chevron. com/ lubes/,'che.../ 988ce90735ad7f- 2882569e000839313 ?OpenDocumen 12 /3 /Ol , Chevron LS Diesel 2 MSDS #6894 Rev#3 (061'09/01) Page I I of 12 KEROSINE is found on lists: 02, 10,11, NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right -to -Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified as follows: DIESEL FUEL WHMIS CLASSIFICATION: Class B, Division 3: Combustible Liquids Class D, Division 2, Subdivision B: Toxic Material -Skin or Eye Irritation 16. OTHER INFORMATION NFPA RATINGS: Health 0; Flammability 2; Reactivity 0; (0- Least, I - Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, *- Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates Sections 1, 5, & 9 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV - Threshold Limit Value TWA - Time Weighted Average STEL - Short-term Exposure Limit TPQ - Threshold Planning Quantity RQ - Reportable Quantity PEL - Permissible Exposure Limit C - Ceiling Limit CAS - Chemical Abstract Service Number Al -5 - Appendix A Categories () - Change Has Been Proposed NDA - No Data Available NA - Not Applicable Prepared according to the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (Z400. l) by the Toxicology and Health Risk Assessment Unit, CRTC, P.O. Box 1627, Richmond, CA 94804 *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The above information is based on the data of which we are aware and is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modification of the information, we do not assume any responsibil- ity for the results of its use. This information is fiimished upon http: / /library.cbest. chevron. com / lobes/ che... /988ee90735ad7t22882569e0008393 t3' ?OpenDocumen 12%3/01 W, Chevron LS Diesel 2 1VISDS #6894 Re-v-43 (06/09%01) Page 12 of 12 condition that the person receiving it shall make his own determination of the suitability of the material for his particular ptupose. THIS IS THE LAST PAGE OF THIS MSDS �T# r:k #>k:k�K�k #8: k# �k> k: k�#: k#: k�Kri**: k: k##: k: k3, cxic�; c�k :k:k #;Fxcycic;kt,�:t #x�'4 # #x #:k at :k # *�Fr•L:k; TT'•��F:k� http:i!tibrary.ebest. chevron. com / Tubes/ che.../ 988ee90735 ad7f2288 2569e0008393t3' ?OpenDocumen 12/3/01