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Home My WebLink AboutUDC Piping Sampling Report (7-25-24)MARK R. MAGARGEE, PG, CHG CONSULTING HYDROGEOLOGIST 6730 Canaletto Avenue Bakersfield, CA 93306 (661) 205-7000 mrmagargee@gmail.com July 25, 2024 Mr. Matt Jeffries Jeffries Bros., Inc. 177 Aviation Street Shafter, California 93263 PIPING AND DISPENSER UPGRADE SOIL SAMPLING REPORT FOR THE BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA, BAKERSFIELD, CALIFORNIA (BFDPSD PERMIT TO MODIFY 23-10000909) Dear Mr. Jeffries: Jeffries, Bros., Inc. (JBI) contracted with Cal Valley Equipment (CVE) to upgrade the fueling facilities at the Valero-branded fueling facilities at the Brookside Market at the Oaks (site), which included the replacement of four dual-sided multiple product dispensers (MPDs) equipped with under dispenser containment pans (UDCs) and associated double-walled fiberglass product pipelines. Mark R. Magargee, PG, CHg (MRM) was contracted by CVE to conduct soil sampling, laboratory analysis, and preparation of this Piping and Dispenser Upgrade Soil Sampling Report. The Bakersfield Fire Department Prevention Services Division (BFDPSD) facility identification for the site is 15-021-034981 and the fueling facility upgrades were performed under BFDPSD Permit to Modify (PTM) 23-10000909 (see Attachment 1 for the BFDPSD PTM 23-10000909). SITE DESCRIPTION The subject site is located at 8803 Camino Media, Bakersfield, Kern County, California (see Figure 1 - Site Location Map). The site is located within the southwest quarter of the southeast quarter of Section 5, Township 30 South, Range 27 East, Mount Diablo Base and Meridian. The site elevation is approximately 375 feet above mean sea level (MSL). The topography at the site slopes gently to the west. The site is located at the southeast corner of the intersection of Camino Media and Haggin Oaks Boulevard, within the southwestern portion of the urban area of the city of Bakersfield, California referred to as Stockdale (see Figure 3 - Site Vicinity Aerial). The site is identified as Kern County Assessor’s Parcel Number 390-060-01-00-5 (see Figure 3 – Assessor’s Parcel Map). The 1.17 acre commercial zone parcel was developed in 2001 with the 5,347 square-foot single-story convenience store building, fueling facilities, parking lots, and landscaped strips fronting along Camino Media, Haggin Oaks Boulevard, and Liberty Park Drive (see Figure 4- Plot Plan). Mr. Matt Jeffries Jeffries Bros., Inc. July 25, 2024 - Page 2 The fueling facilities consist of one 20,000-gallon double-walled fiberglass-clad underground storage tank (UST) used to store regular grade gasoline, one 20,000-gallon double-walled fiberglass-clad split chambered UST, with a 12,000-gallon chamber used to store premium grade gasoline and a 8,000-gallon chamber used to store diesel fuel, along with four dual-sided MPDs equipped with UDCs, and double-walled fiberglass product pipelines equipped with continuous leak detection monitoring (see Figure 5 - Fueling Facilities Diagram). The fueling facility operator contact contact is Mr. Matt Jeffries, Jeffries Bros., Inc., 177 Aviation Street, Shafter, California, 93263, (661) 387-0592. The general contractor contact is Mr. Jerry Rangel, Cal Valley Equipment, 7608 Fruitvale Avenue, Bakersfield, California, 93308, (661) 327-9341. The environmental consultant is Mr. Mark R. Magargee, PG, CHg, 6730 Canaletto Avenue, Bakersfield, California, 93306, (661) 205-7000. The Certified Unified Program Agency (CUPA) contact is Mr. Luke Preece, BFDPSD, 1600 Truxtun Avenue, Suite 401, Bakersfield, California 93301, (661) 326-3659. BACKGROUND GEOLOGY The site is at an elevation of approximately 375 feet above sea level (ASL) with a slight slope to the west (see Figure 1). The site is located in the southern portion of the Great Valley geomorphic province, a north-south-trending valley approximately 400 miles long by 50 miles wide, the southern portion of which is referred to as the San Joaquin Valley. 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 less than 20,000 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 west-southwest. The deposits are alluvium consisting of lakebed deposits interbedded with poorly indurated and dissected fan deposits. The alluvium consists of significant development of silts and clays lakebed deposits, with intervals of silty sands and fine-grained to coarse-grained sands. Mr. Matt Jeffries Jeffries Bros., Inc. July 25, 2024 - Page 3 HYDROGEOLOGY The site is located within the Kern County Subbasin of the San Joaquin Valley Groundwater Basing. 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 site is located one half mile to the south of the Kern River (see Figures 1 and 2). Groundwater is present within alluvial sediments. The depth to first groundwater at the site is in excess of 200 fbg. Regional groundwater flow is to the west toward the axis of the San Joaquin Valley. Groundwater below and surrounding the site is designated for beneficial usage. The groundwater has existing uses for domestic and municipal supply, industrial service and process supply, and agricultural purposes. Municipal water is supplied to the site and all surrounding properties. PREVIOUS WORK The convenience store and fueling facilities were constructed in 2001. There are no records of a previous petroleum release from the fueling facilities at the site. PIPING AND DISPENSER UPGRADES SOIL SAMPLING CVE was contracted to remove the four existing dual-side MPDs equipped with UDCs, and associated double-walled product pipelines, and subsequent install four new dual-sided MPDs equipped with UDCs and associated double-walled product pipelines (see Figure 5 and Attachment 2 of a Photographic Log). SOIL SAMPLING RESULTS On July 11, 2024, the four two-sided MPDs equipped with UDCs and associated product pipelines were removed. MRM was contracted to provide a California Professional Geologist to collect soil samples at the direction of Mr. Shane Gardner with the BFDPSD from beneath the UDCs and product pipelines. Soil samples UDC 1/2-2 and UDC 1/2-6 and UDC 3/4-2 and UDC 3/4-6 were collected from two and six feet beneath the western and eastern UDCs on the northern island, respectively; soil samples UDC 5/6-2 and UDC 5/6-6 and UDC 7/8-2 and UDC 7/8-6 were collected from two and six feet beneath the western and eastern UDCs on the southern island, respectively; soil samples NWPT-2 and NWPT-6; NEPE-2 and NEPE-6; SWPT-2 and SWPT-6, and SWPE-2 and SWPE-6 were collected from two and six feet beneath piping tees and elbows to the four UDCs; and soil samples NWPE-2 and NWPE-6; CWPR-2 and CWPR- 6, and WPT-2 and WPT-6 were collected from two and six feet beneath the main piping run from the USTs to the dispenser islands (see Figure 5 for the sample locations). Mr. Matt Jeffries Jeffries Bros., Inc. July 25, 2024 - Page 4 All sampling equipment was washed with a non-phosphate cleanser, pre-rinsed with tap water, and finally rinsed with deionized water prior to sampling. The soil samples were stored in 2-inch-diameter stainless steel tubes, sealed with Teflon™ liners and end caps, labeled, placed in an ice chest at a temperature of less than 4°C, and transported to a California State-certified laboratory for analysis. Sample identification and chain-of-custody procedures were followed for the samples to ensure sample integrity and to document sample possession from the time of collection to the ultimate destination. The sample labels identified the job number, sampler, date and time of collection, and a sample number unique to each sample. The soil samples were analyzed at Pace Analytical Service, Inc. for total petroleum hydrocarbons (TPH) as diesel using Environmental Protection Agency (EPA) Method 8015B; and TPH as gasoline, benzene, toluene, ethylbenzene, and total xylenes (BTEX), methyl tertiary butyl ether (MTBE), tertiary butyl alcohol (TBA), diisopropyl ether (DIPE), ethyl tertiary butyl ether (ETBE), tertiary amyl methyl ether (TAME), ethylene dibromide (EDB), 1,2- dichloroethane (1,2-DCA), ethanol, and naphthalene using EPA Method 8260B. TPH as gasoline, TPH as diesel, BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2-DCA, ethanol, and naphthalene were not detected above either the minimum reporting level (MRL) or the method detection limit (MDL) in any of the 22 samples collected from beneath the (see Table 1 - Summary of Soil Sample Analytical Results and Attachment 3 for the Laboratory Reports). The State Water Resources Control Board’s (SWRCB’s) Low Threat UST Case Closure Policy (Policy) for commercial and industrial use properties specifies maximum benzene concentrations of 8.2 and 12 mg/kg for the intervals from surface to 5 fbg and 5 to 10 fbg, respectively; maximum ethylbenzene concentrations of 89 and 134 mg/kg for the intervals from surface to 5 fbg and 5 to 10 fbg, respectively, and maximum naphthalene concentrations of 45 and 45 mg/kg for the intervals from surface to 5 fbg and 5 to 10 fbg, respectively. The maximum concentrations of benzene, ethylbenzene, and naphthalene intervals from surface to 5 fbg and 5 to 10 fbg were not detected for all 22 soil samples. Therefore, the concentrations of benzene, ethylbenzene, and naphthalene are less than the limits specified in the Policy. CONCLUSIONS AND RECOMMENDATIONS Based upon the laboratory results of the soil samples collected during the UDC and product pipeline upgrades, the concentrations of benzene, ethylbenzene, and naphthalene are less than the limits specified in the SWRCB’s Policy. Therefore, MRM recommends that the BFDPSD issue an no further action (NFA) determination in association with the replacement of the four dual-sided MPDs equipped with UDCs and associated double-walled fiberglass product pipelines. Mr. Matt Jeffries Jeffries Bros., Inc. July 25, 2024 - Page 5 This report has been prepared for the exclusive use of Mr. Matt Jeffries as it pertains to the soil sampling conducted during the replacement of the MPDs and product pipelines at the Brookside Market at the Oaks, which is located at 8803 Camino Media, Bakersfield, Kern County, California. The services performed by MRM were conducted in a manner consistent with the level of care and skill ordinarily exercised by members of its profession currently practicing under similar conditions in the State of California. No other warranty is expressed or implied. MRM trusts that you will find this Piping and Dispenser Upgrade Soil Sampling Report to your satisfaction. If you have any questions or require additional information, please contact Mr. Mark R. Magargee, PG, CHg, at (661) 205-7000 or at e-mail address mrmagargee@gmail.com. Respectfully submitted, Mark R. Magargee, PG, CHg Consulting Hydrogeologist Enclosures: Figure 1 - Site Location Map Figure 2 - Site Vicinity Aerial Figure 3 - Assessor’s Parcel Map Figure 4 - Plot Plan Figure 5 - Fueling Facilities Diagram Table 1 - Summary of Soil Sample Analytical Results Attachment 1 - BFDPSD PTM 23-10000909 Attachment 2 - Photographic Log Attachment 3 - Laboratory Report cc: Mr. Luke Preece, BFDPSD Mr. Jerry Rangel, Cal Valley Equipment FIGURE 1 - SITE LOCATION MAP SITE LEGEND REVISED: JUNE 25, 2024: mrm Mark R Magargee, PG, CHg JEFFRIES BROS., INC. BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA BAKERSFIELD, CALIFORNIA FIGURE 2 - SITE VICINITY AERIAL KERN RI V E R M E A D O W S F I E L D A I R P O R T ROSEDALE HIGHWAY COFFEE ROADS T A T E R O U T E 9 9 SITE MING AVENUE SOUTHWESTBAKERSFIELD DOWNTOWNBAKERSFIELD LEGEND REVISED: JUNE 25, 2024: mrm Mark R Magargee, PG, CHg JEFFRIES BROS., INC. BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA BAKERSFIELD, CALIFORNIA ASSESSOR’S PARCEL NUMBER: 390-060-01-00-5 FIGURE 3 - ASSESSOR’S PARCEL MAP SITE LEGEND REVISED: JUNE 25, 2024: mrm Mark R Magargee, PG, CHg JEFFRIES BROS., INC. BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA BAKERSFIELD, CALIFORNIA FIGURE 4 - PLOT PLAN MARKET BUILDING FUEL TANKS DISPENSERS CAMINO MEDIA LIBERTY PARK DRIVEHAGGIN OAKS BOULEVARDLEGEND REVISED: JUNE 25, 2024: mrm Mark R Magargee, PG, CHg JEFFRIES BROS., INC. BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA BAKERSFIELD, CALIFORNIA FIGURE 5 - FUELING FACILITIES DIAGRAM 0 10 20 1 inch = 20 ft. ( IN FEET ) SOIL SAMPLE LOCATION UDC 3/4 UDC 1/2 UDC 7/8 UDC 5/6 NWPT SWPT NWPE WPT NEPE SEPE CWPR LEGEND REVISED: JUNE 25, 2024: mrm Mark R Magargee, PG, CHg JEFFRIES BROS., INC. BROOKSIDE MARKET AT THE OAKS 8803 CAMINO MEDIA BAKERSFIELD, CALIFORNIA SAMPLE SOURCEDATE SAMPLED DEPTHSAMPLE IDTPH AS DIESELTPH AS GASOLINE BENZENE TOLUENEETHYL-BENZENETOTAL XYLENES MTBE TBA DIPE ETBE TAME EDB 1,2-DCA ETHANOLNAPHTHA-LENE REF(fbg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg) (mg/kg)8015MN/A7-11-24 4 UDC 1/2-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 UDC 1/2-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 UDC 3/4-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 UDC 3/4-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 UDC 5/6-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 UDC 5/6-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 UDC 5/6-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 UDC 5/6-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 NWPT-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 NWPT-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 NEPE-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 NEPE-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 SWPT-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 SWPT-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4SEPE-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099)A7-11-24 8 SEPE-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056)ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 NWPE-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 NWPE-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 CWPR-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 CWPR-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 4 WPT-2 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) A7-11-24 8 WPT-6 ND (<0.7) ND (<0.058) ND (<0.00067) ND (<0.00069) ND (<0.00069) ND (<0.0025) ND (<0.00056) ND (<0.012) ND (<0.00057) ND (<0.0005) ND (<0.0005) ND (<0.00082) ND (<0.00073) ND (<0.16) ND (<0.00099) AREF = Report reference. N/A = Not applicable. ND = Not detected. -- = Not analyzed. J = Estimated value above the method detection limit but below the minimum reporting level.A = Mark R. Magargee, PG, CHg's current report.Northwestern Piping Tee8260TABLE 1.SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTSBROOKSIDE MARKET AT THE OAKS, 8803 CAMINO MEDIA, BAKERSFIELD, CALIFORNIA EPA ANALYTICAL METHODWestern Piping TeeSouthwestern Piping TeeSoutheastern Piping ElbowNorthwestern DispenserSouthwestern DispenserNorthwestern Piping ElbowCenter of Western Piping RunSoutheastern DispenserNortheastern DispenserNortheastern Piping Elbow ATTACHMENT 1. BFDPSD PTM 23-10000909 TYPE OF APPLICATION: NEW TANK INSTALL/NEW FACILITY  (CHECK ONE ONLY) MODIFICATION OF FACILITY  STARTING DATE/ PROPOSED COMPLETION DATE FACILITY NAME EXISTING FACILITY PERMIT # FACILITY ADDRESS CITY ZIP CODE TYPE OF BUSINESS APN # TANK OWNER PHONE # ADDRESS CITY ZIP CODE CONTRACTOR CA LICENSE #ICC # ADDRESS CITY ZIP CODE PHONE #BAKERSFIELD CITY BUSINESS LICENSE #WORKMANS COMP #INSURER BRIEFLY DESCRIBE THE WORK TO BE DONE: WATER TO FACILITY PROVIDED BY DEPTH TO GROUND WATER SOIL TYPE EXPECTED AT SITE # OF TANKS TO BE INSTALLED ARE THEY FOR MOTOR FUEL?  YES  NO SPILL PREVENTION CONTROL AND COUNTERMEASURES PLAN ON FILE?  YES  NO THIS SECTION IS FOR STORAGE TANK IDENTIFICATION TANK #VOLUME UNLEADED REGULAR PREMIUM DIESEL OTHER Tank Testing Company NAME OF TESTING COMPANY PHONE NUMBER MAILING ADDRESS NAME OF TESTER ICC# THE APPLICANT HAS RECEIVED, UNDERSTANDS, AND WILL COMPLY WITH THE ATTACHED CONDITIONS OF THIS PERMIT AND ANY OTHER STATE, LOCAL, AND FEDERAL REGULATIONS. THIS FORM HAS BEEN COMPLETED UNDER PENALTY OF PERJURY, AND TO THE BEST OF MY KNOWLEDGE IS TRUE AND CORRECT. NAME OF TESTER ICC# THIS APPLICATION BECOMES A PERMIT WHEN APPROVED FOR OFFICIAL USE ONLY DATE APPROVED APPROVED BY FD2086 (Rev 01/2022) PERMIT APPLICATION TO CONSTRUCT-INSTALL NEW TANK (NEW FACILITY)/NEW TANK INSTALL (EXISTING FACILITY)/MOD-MINOR MOD UNDERGROUND STORAGE TANK Permit # BAKERSFIELD FIRE DEPARTMENT Prevention Services 2101 H Street Bakersfield, CA 93301 Phone: 661-326-3979 ● Fax: 661-852-2171 Page 1 of 2 NEW TANK INSTALL/EXISTING FACILITY MINOR MODIFICATION OF FACILITY Bakersfield 93311 (661) 631-5880 177 Aviation Street, Shafter, CA. 93311 93308 7608 Fruitvale Avenue (661) 327-9341 ARRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRTMTMTMTTMTTMTTMTMTMTMTMTMTMMTMTMMMTMTTMTTMTMTTMTMTTTTTTTTTMTTTTMTTTTMTTMTTMTTMTMTTTTTMTTTMTMTTTENENENENENENENENENENEENENENENENNNENNNENNNENENNNENNNENNENENNNENNENNNEENNNENENNNENNNENENENTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT 1-111 852-2111111111111111111111111111111111111111111111111111111111111111111111117171771717177777777771117177171717177171717111171777771111717771771171717777711111171717171111771771711177117171777717117111771777171711777171711771777171771171171717171777117171777771171117177771777177777171777717771717111171777777171117717171777177777 23-10000909 01/18/24 TBD TBD JBI Brookside Market @ the Oaks 8803 Camino Media Retail fueling and C-store Jeffries Bros. Inc. Shafter Cal Valley Equipment 8900824 Bakersfield 93308 00140776 CAWC144042 Cypress Insurance Company Replace all product and vapor recovery lines, UDCs, dispensers, and monitoring equipment. Excavate existing sumps to install new product lines and sump lids. Install new transition sump between existing USTs and new dispensers. 0 Cal Valley Equipment (661) 327-9341 Jerry Rangel 8900824 Jerry Rangel 998733 7608 Fruitvale Avenue, Bakersfield, CA. 93308 ✔ ATTACHMENT 2. PHOTOGRAPHIC LOG MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: Brookside Market 8803 Camino Media Bakersfield, California Oblique aerial photograph showing the Brookside Market at the Oaks, with the convenience store at left, dispensers at center, and fuel tanks at right (view looking northeast). Photograph showing the two 20,000-gallon double-walled underground fuel storage tanks at center, the four multiple product dispensers equipped with under dispenser containment pans at left, and the enhanced vapor recovery system at right (view looking northeast). Page 1 of 5 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: Brookside Market 8803 Camino Media Bakersfield, California Photograph showing the two 20,000-gallon double-walled fiberglass-clad underground fuel storage tanks that remained in place (view looking east). Photograph showing the main product and vapor recovery piping trench from the underground storage tanks in the background to the dispensers at left (view looking southeast). Page 2 of 5 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: Brookside Market 8803 Camino Media Bakersfield, California Photograph showing the piping and vapor recovery piping trench to the two dual-sided multiple product dispensers on the northwestern island (view looking northeast). Photograph showing the piping and vapor recovery piping trench to the two dual-sided multiple product dispensers on the southeastern island (view looking northeast). Page 3 of 5 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: Brookside Market 8803 Camino Media Bakersfield, California Photograph showing the collection of the soil samples from beneath the southeastern piping elbow to the eastern dual-sided multiple product dispenser on the southeastern island (view looking southeast). Photograph showing the collection of the soil samples from beneath the eastern dual-sided multiple product dispenser on the southeastern island (view looking southeast). Page 4 of 5 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: Brookside Market 8803 Camino Media Bakersfield, California Photograph showing the collection of the soil samples from beneath the northwestern piping elbow to the northwestern dispenser island (view looking northwest). Photograph showing the collection of the soil samples from beneath the southwestern piping tee to the nsoutheastern dispenser island (view looking northwest). Page 5 of 5 ATTACHMENT 3. LABORATORY REPORT ! "#$% # &'() ' &' '* + $ ,'"$ - " "."" "/ " '#$0.-0 . 112. - .3 "#"'' #-#" " ''/ 2#'2 1%41 ! "#$ !4 #"$ 5-#" " '$" 21146 ' "*##/" 7#' . #7 #' 7 ! / + #" ##'#",89116:;<91:+,89=1:>?7511 1" ! 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"#$ () 16 1 %, 6 1%41=11 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # ;,,= 11% /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%4 ,=6!1 5 =$6@7 A F 61=11 @88=?8A%%6 ,=6!1 =! / 0E@7 A F =11@88=?8A%%1 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16416 ,! 7=<16 1 !1%146,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=11 #6 /01 2 ' /2 7 %4(1, # ;,,= 11% /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A4 1 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 14 !? = %6 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # ;,,= 11% /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%4 ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A%4 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 164 ,! 7=<16 1 !1%146,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # ;,,= 11% /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A4 4 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 144 !? = 11 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # 7*5= 11% /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A% ,=6!1 5 =$6@7 A F 61=11 @88=?8A%66 ,=6!1 =! / 0E@7 A F =11@88=?8A%4 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # 7*5= 11% /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A1,=614!1 ' 2,0 - ( %/01 #%/01 1%14 1 !? = 11 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/6 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # 7*5= 11%% /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%14 ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A% ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/% 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # 7*5= 11%% /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A,=614!1 ' 2,0 - ( %/01 #%/01 1%14 1 !? = %6 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=14 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # 7,,= 11% /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A% 1 ,=6!1 5 =$6@7 A F 61=11 @88=?8A1 ,=6!1 =! / 0E@7 A F =11@88=?8A%% ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 1%14 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/1 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=14 #6 /01 2 ' /2 7 %4(1, # 7,,= 11% /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A4,=614!1 ' 2,0 - ( %/01 #%/01 1%14 1 !? = 1 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # 7,,= 11%4 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%1% ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A%61 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16 16 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # 7,,= 11%4 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A46 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 144 !? = %% !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # ;*,= 11%6 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A% ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A% ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # ;*,= 11%6 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A1 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 164 !? = 11 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=16 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # ;*,= 11%41 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A% ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A% ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 166 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/ 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=16 #6 /01 2 ' /2 7 %4(1, # ;*,= 11%41 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A61 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 16 !? = 11 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/6 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1% #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # *= 11%4 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A6% ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A% ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 166 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/% 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1% #6 /01 2 ' /2 7 %4(1, # *= 11%4 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A64 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 16 !? = %% !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41= #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # *= 11%4 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%11 ,=6!1 5 =$6@7 A F 61=11 @88=?8A1 ,=6!1 =! / 0E@7 A F =11@88=?8A%6 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 1664 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/41 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41= #6 /01 2 ' /2 7 %4(1, # *= 11%4 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A%6 ,=614!1 ' 2,0 - ( %/01 #%/01 1%14 164 !? = %% !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # *5= 111 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A%1 ,=6!1 5 =$6@7 A F 61=11 @88=?8A11 ,=6!1 =! / 0E@7 A F =11@88=?8A%1 ,=6!1 ' 2,0 - ( %/01 #%/01 1 114 16%16 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41=1 #6 /01 2 ' /2 7 %4(1, # *5= 111 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A 1 ,=614!1 ' 2,0 - ( %/01 #%/01 114 141 B! =4 11 !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41= #6 /01 2 ' /2 7 )*+ ,- (.&%-/01"23 # *5= 111 /7%'7 !E / ; 4 ,=6!1; 1=#0 /- / 6; 4 ,=6!1; 1=#'- - / ; 4 ,=6!1; ,-.0E / %; 4 ,=6!1; -.=0 .- / 4; 4 ,=6!1; ; -- / %%; 4 ,=6!1; 5 / %; 4 ,=6!1; 5C." / 4; 1 ,=6!1; =/.-.- / 4; 4 ,=6!1; =! .'- / 1; 4 ,=6!1; ##" .- / 4 ; 4 ,=6!1; ,- / 1; 1 ,=6!1; ,-.=0 .- / 4; 4 ,=6!1; 5 0 / .$ ' 0" / 46; 8 =7 1; 1=#'- -=$@7 A F =11@88=?8A66% ,=6!1 5 =$6@7 A F 61=11 @88=?8A1 ,=6!1 =! / 0E@7 A F =11@88=?8A%64 ,=6!1 ' 2,0 - ( %/01 #%/01 166 161 ,! 7=<16 1 !1%6,=6!1 ,47#7 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/44 21141 ! "#$% &' &'; /0 &' ! "#$ () 16 1 %, 6 1%41= #6 /01 2 ' /2 7 %4(1, # *5= 111 /7%'7 5=#"+ #'"@1= A / ; 1,=614!1; 5 '"@7 A F =1@88=?8A%,=614!1 ' 2,0 - ( %/01 #%/01 114 116 B! =4 %% !1%1,=614!1 ,4 ;G# #; /0 1" ! "#$%6@1A =%11BC@1A =1%16DDD '0"'/4 21141 ! "#$% &' &'; /0 &' ! 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