The URL can be used to link to this page

Home My WebLink AboutTank Closure Report (9-20-23)MARK R. MAGARGEE, PG, CHG CONSULTING HYDROGEOLOGIST 6730 Canaletto Avenue Bakersfield, CA 93306 (661) 205-7000 mrmagargee@gmail.com August 20, 2023 Mr. Malcolm Moore Bakersfield Fire Department Prevention Services Division 2101 H Street, Floor 2 Bakersfield, California 93301 TANK CLOSURE SOIL SAMPLING REPORT FOR THE BAKERSFIELD CITY SCHOOL DISTRICT TRANSPORTATION DEPARTMENT 1501 FELIZ DRIVE, BAKERSFIELD, CALIFORNIA (BFDPSD FACILITY NO. 15-021-003244 AND PERMIT TO ABANDON 23-10000544) Dear Mr. Moore: The Bakersfield City School District (BSD) Transportation Department contracted with Falcon Services & Construction, LLC (Falcon) to abandon one 10,000-gallon fiberglass-clad steel underground gasoline storage tank (UST), one 10,000-gallon fiberglass-clad steel diesel UST, two single product dispensers (SPDs) equipped with under dispenser containment pans (UDCs) on a single island, and double-walled product and vapor recovery pipelines equipped with continuous leak detection monitoring at the site. The site is identified as Bakersfield Fire Department Prevention Services Division (BFDPSD) Facility No. 15-021-003244 and the tank abandonment was performed under the BFDPSD Permit to Abandon (PTA) 23-10000544 (see Attachment 1 for the BFDPSD PTA 23-10000544). Mark R. Magargee, PG, CHg (MRM) was contracted by Falcon to conduct soil sampling and preparation of this Tank Closure Soil Sampling Report. SITE DESCRIPTION The site is located at 1501 Feliz Drive, Bakersfield, Kern County, California (see Figure 1 - Site Location Map). The site is located within the southwest quarter of the northwest quarter of Section 4, Township 30 South (T30S), Range 28 East (R28E), Mount Diablo Base and Meridian (MDBM). The site elevation is approximately 380 feet above mean sea level (MSL). The topography at the site slopes gently to the south. The site is located on the south side of Feliz Drive and east side of Dr. Martin Luther King Jr. Boulevard (formerly Cottonwood Road). The site is located one quarter mile to the south of State Route 58 (see Figure 2 - Site Vicinity Aerial). The site is identified as Kern County Assessor’s Parcel Number (APN) 167-060-27-00-3 (see Figure 3 – Assessor’s Parcel Map). The site is the vehicle service facility for the BSD Transportation Department. The facilities include the service building, fueling facilities, and school bus parking lot (see Figure 4 - Plot Plan). BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 2 The property owner contact is Mr. Mike Hamlin, Bakersfield City School District, Maintenance, Operations and Transportation, 1501 Feliz Drive, Bakersfield, California 93307, (661) 631-4600. The general contractor contact is Mr. Brian McNabb, Falcon Service & Construction, LLC, 4725 Panama Lane, Unit D3, Bakersfield, California, 93313, (406) 539-3765. The environmental consultant is Mr. Mark R. Magargee, PG, CHg, 6730 Canaletto Avenue, Bakersfield, California, 93306, (661) 205-7000. The Certified Unified Program Agency contact is Mr. Malcolm Moore, Bakersfield Fire Department Prevention Services Division, 2101 H Street, Floor 2, Bakersfield, California 93301, (661) 326-3684. BACKGROUND TOPOGRAPHY The site is located at an elevation of 380 feet above MSL, and the topography slopes slightly to the south toward the ancient Kern Lake bed. The subject site is located within the San Joaquin Valley, approximately 15 miles west of the Sierra Nevada, 30 miles east of the Temblor Range, and 30 miles north of the San Emigdio Range. CLIMATE 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 five miles south of the current channel of the Kern River and is not located within the limits of the 100 or 500-year flood plains of the Kern River. GEOLOGY 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. The site is located at an elevation of 380 feet above mean sea level, and the topography slopes to the south-southwest, toward the ancient Kern 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 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 BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 3 Mio-Pliocene marine sediments, which extend to a crystalline basement at a depth of approximately 20,000 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 United States Department of Agriculture (USDA), Natural Resources Conservation Service (NRCS) as Kimberlina - Urban Land - Cajon Complex and are characterized as 35 percent Kimberlina fine, sandy loam with moderate permeability; 30 percent urban land with impervious surfaces and altered fills; and 20 percent Cajon loamy sand with high 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 site is located in an area of extensive plio-pleistocene faulting. However, are no known faults beneath the site and no surface evidence of faulting. Two of the most notable faults in the area are the San Andreas Fault situated 30 miles to the south of the site and the White Wolf Fault situated 20 miles southeast of the site. A lengthy record of Holocene time (last 11,000 years) earthquake activity is observed along these faults including the 1952 Kern County Earthquake, which was a magnitude 7.7 earthquake. Therefore, there is a potential for earthquake damage to structures in the local area. HYDROGEOLOGY 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 subject site is located five miles south of the Kern River. The project area lies within the Kern County Subbasin of the San Joaquin Basin Hydrologic Study Area within the Tulare Lake Hydrologic Region (Basin) as defined by the California Department of Water Resources, also known as the Tulare Lake Basin. This basin is not an adjudicated basin but is managed BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 4 under a Basin Plan. Surface water from the Tulare Lake Basin only drains north into the San Joaquin River in years of extreme rainfall. This essentially closed basin is situated in the topographic horseshoe formed by the Diablo and Temblor Ranges on the west, by the San Emigdio and Tehachapi Mountains on the south, by the Sierra Nevada Mountains on the east and southeast, and on the north by the Sacramento-San Joaquin Delta and Sacramento Valley. The basin setting is described in Department of Water Resources Bulletin 118. The southern portion of the valley is internally drained by the Kings, Kaweah, Tule, and Kern Rivers that flow into the Tulare drainage basin including the beds of the former Tulare, Buena Vista, and Kern Lakes. These rivers, which drain the west face of the Sierra Nevada Mountains, are of excellent quality and provide the bulk of the surface water supply native to the Basin. Imported surface supplies, which are also of good quality, enter the Basin through the San Luis Canal/California Aqueduct System, Friant-Kern Canal, and the Delta-Mendota Canal. Besides the main rivers, the basin also contains numerous mountain streams. Eastside streams are fed by Sierra snowmelt and springs from granitic bedrock. Normally all native surface water supplies, imported water supplies, and direct precipitation percolate into valley groundwater if not lost through consumptive use, evapotranspiration, or evaporation. The Kern County Groundwater Subbasin is bounded on the north by the Kern County line and the Tule Groundwater Subbasin, on the east and southeast by granitic bedrock of the Sierra Nevada foothills and Tehachapi mountains, and on the southwest and west by the marine sediments of the San Emigdio Mountains and Coast Ranges. Principal rivers and streams include Kern River and Poso Creek. Active faults include the Edison, Pond-Poso, and White Wolf faults. Average precipitation values range from 5 inches at the Subbasin interior to 9 to 13 inches at the Subbasin margins to the east, south, and west. Sediments that comprise the shallow to intermediate depth water-bearing deposits in the groundwater subbasin are primarily continental deposits of Tertiary and Quaternary age. From oldest to youngest the deposits include the Olcese and Santa Margarita Formations; the Kern River Formation; older alluvium/stream deposits; and younger alluvium and coeval flood basin deposits. The Olcese and Santa Margarita Formations are sources of drinking water only in the northeastern portion of the subbasin. 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. The closest surface waters are sewage treatment impoundments located one mile south of the site. The depth to the regional unconfined aquifer is estimated to be in excess of 300 fbg at the site, and the groundwater gradient is to the southwest. Hydrographs from municipal wells located within a mile of the site indicate that the depth to groundwater was less than 100 fbg when observations were initiated during the 1930s but had fallen to greater than 300 fbg in the observations recorded since 2010. Perched groundwater at depths as shallow as 20 feet is known to be present two miles to the west of the site, along the abandoned course of the Kern River, but is not known to extend to the site. BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 5 WATER WELLS City of Bakersfield municipal water for the site is provided by the CWSC. While there are no CWSC water wells within 1,500 feet of the site, the DWR website depicts historical private water wells with 1,000 feet of the site. However, CWSC states that no private water wells remain within their district boundaries and no water wells were observed at properties within a 1,500-foot radius of the site during MRM’s site reconnaissance (see Figure 2). PREVIOUS WORK The initial fueling facilities were installed at the site in 1972 at a location similar to the fueling facilities that were removed on September 7, 2023. They consisted of a 5,000-gallon single-walled steel gasoline UST, a 5,000-gallon single-walled steel diesel UST, two SPDs on a single island, and associated single-walled steel product pipelines. On August 1, 1986, these older vintage fueling facilities were removed and replaced with the fueling facilities that remained at the site until were removed on September 7, 2003. Based upon the results of the laboratory analysis of soil samples collected from beneath the initial fueling facilities, the Kern County Department of Public Health Department of Environmental Health Services (KCDPH DEHS) issued a No Further Action (NFA) determination, in its case closure letter dated September 4, 1986 (see Attachment 2 for a Summary of Previous Work). On August 19, 1997, a 300-gallon single-walled steel waste oil UST was removed from a location on the south side of the maintenance shop building. Based upon the results of the soil samples collected from beneath the UST, a petroleum release was discovered and the KCDPH DEHS issued an Unauthorized Release Report (URR), dated September 9, 1997 and the KCDPH DEHS required the performance of a subsurface investigation to determine the vertical and lateral limits of the petroleum release. On October 27, 1997 Krazan and Associates, Inc. (Krazan) performed a subsurface investigation consisting of drilling and sampling of four soil borings (B-1 through B-4) to a depth of 35 fbg. All of the samples collected from 20, 30, and 35 fbg being non detect for total petroleum hydrocarbons (TPH) as motor oil and total lead, and the KCDPH DEHS issued a NFA determination, in its case closure letter dated January 29, 1998, which categorized the site as a low risk site where the petroleum release had impacted the underlying soil but had not impacted groundwater resources (see Attachment 2). BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 6 TANK CLOSURE Falcon was contracted to remove one 10,000-gallon fiberglass-clad steel gasoline UST, one 10,000-gallon fiberglass-clad steel diesel UST, two SPDs equipped with UDCs on a single island, and double-walled product and vapor recovery pipelines (see Figure 5 – Facility Diagram and Attachment 3 for of a Photographic Log). Prior to tank removal, the USTs were washed and inerted by Capital Environmental Services, Inc. and 1,000 gallons of liquid waste were transported by Crystal Clean on September 6, 2023 under non-RCRA hazardous waste manifest to Bakersfield Transfer Inc.’s facility in Bakersfield, California for bulking and disposal at the Pacific Resource Recovery facility in Los Angeles, California (see Attachment 4 for Non-RCRA Hazardous Waste Manifest). An LEL meter was utilized to verify that the hydrocarbon vapor concentrations were less than 5 percent of the LEL and oxygen metering was conducted to verify that the level of oxygen within the USTs was less than 10 percent (see Attachment 5 for the Hazardous Waste Tank Closure Certification). With the approval of the BFDPSD, the USTs were removed by Gibson Crane, placed on flatbed trucks, and transported by Gibson Crane to SA Recycling’s facility in Bakersfield, California (see Attachment 6 for the Underground Storage Tank Disposal Documentation). SOIL SAMPLING RESULTS On September 7, 2023, the USTs, SPDs, and 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 USTs, UDCs, and pipelines. Soil samples TK-1NW-2 and TK-1NW-6; and TK-1SE-2 and TK-1SE-6 were collected from 2 and 6 feet beneath the inverts at the northwestern and southeastern ends of the northeastern gasoline UST, respectively. Soil samples TK-2NW-2 and TK- 2NW-6; and TK-2SE-2 and TK-2SE-6 were collected from 2 and 6 feet beneath the inverts at the northwestern and southeastern ends of the southwestern diesel UST, respectively. NED-2 and NED-6 were collected from 2 and 6 feet beneath northeastern gasoline SPD and soil samples SWD-2 and SWD-6 were collected from 2 and 6 feet beneath the southwestern diesel SPD. Soil samples NEP-1-2 and NEP-1-6 were collected from 2 and 6 feet beneath the center of the southwestern diesel product pipeline (see Figure 5 for the soil sample locations). 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. BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 7 The 16 soil samples were analyzed at Pace Analytical Services for 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. In addition, the soil samples collected from beneath the diesel UST, dispenser, and product pipeline were also analyzed for TPH as diesel using EPA Method 8015M (see Attachment 7 for the Laboratory Report). TPH as gasoline was not detected (ND) above the reporting level (RL) in any of the 16 soil samples. However, there was a J flag estimated value, which is less than the RL but in excess of the method detection limit (MDL), in one of the 16 samples, with estimated levels of 0.18J milligram/kilogram (mg/kg) in sample TK2SE-2, which was collected from two feet beneath the invert at the southeast end of the southwestern diesel UST. TPH as gasoline was not detected above either the RL of MDL in sample TK2SE-6, which was collected from six feet beneath the invert at the southeast end of the southwestern diesel UST. TPH as diesel was detected at a concentration of 31 mg/kg in sample TK2SE-2, which was collected from two feet beneath the invert at the southeast end of the southwestern diesel UST and had an estimated J Flag value of 9.5J mg/kg in sample TK2SE-6, which was collected from six feet beneath the invert at the southeast end of the southwestern diesel UST. TPH as diesel was not detected above either the RL of MDL in any of the other samples. BTEX, MTBE, TBA, DIPE, ETBE, TAME, EDB, 1,2- DCA, ethanol, and naphthalene were not detected above either the RL of MDL in any of the 16 samples (see Table 1 - Summary of Soil Sample Analytical Results and Attachment 7). 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. Benzene, ethylbenzene, and naphthalene were not detected in any of the soil samples collected in the intervals from surface to 5 fbg and 5 to 10 fbg. Therefore, the concentrations of benzene, ethylbenzene, and naphthalene are less than the limits specified in the Policy. BSD Transportation 1501 Feliz Drive Bakersfield, California September 20, 2023 - Page 8 CONCLUSIONS AND RECOMMENDATIONS Based upon the laboratory results of the soil samples collected during the tank, dispenser, and piping removal, TPH as gasoline was not detected above the RL, TPH as diesel was detected above the RL in only one sample, and the concentrations of the VOCs benzene, ethylbenzene, and naphthalene are less than the limits specified in the SWRCB’s Policy. Therefore, MRM recommends that the BFDPSD issue a No Further Action (NFA) determination in association with the removal of the one 10,000-gallon fiberglass-clad steel gasoline UST, one 10,000-gallon fiberglass-clad steel diesel UST, two SPDs equipped with UDCs on a single island, and the associated double-walled fiberglass product and vapor recovery pipelines. This report has been prepared for the exclusive use of Falcon Service & Construction, LLC as it pertains to the soil sampling conducted in association with the USTs, SPDs, and pipelines at the BSD Transportation Department, which is located at 1501 Feliz Drive, 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 Tank Closure 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 - Facility Diagram Table 1 - Summary of Soil Sample Analytical Results Attachment 1 - BFDPSD PTA 21-10000544 Attachment 2 - Summary of Previous Work Attachment 3 - Photographic Log Attachment 4 - Non-RCRA Hazardous Waste Manifest Attachment 5 - Hazardous Waste Tank Closure Certification Attachment 6 - Underground Storage Tank Disposal Documentation Attachment 7 - Laboratory Report cc: Mr. Mike Hamlin, Bakersfield City School District Mr. Brian McNabb, Falcon Service & Construction, LLC SITE LEGEND REVISED: JULY 10, 2023: mrm BAKERSFIELD CITY SCHOOL DISTRICT MAINTENANCE, OPERATIONS AND TRANSPORTATION 1501 FELIZ DRIVE BAKERSFIELD, CALIFORNIA FIGURE 1 - SITE LOCATION MAP Mark R Magargee, PG, CHg FIGURE 2 - SITE VICINITY AERIAL SITE EDISO N H I G H W A Y STATE ROUTE 58 kERN RI V E R STATE ROUTE 178 MOUNT VERNON AVENUELEGEND REVISED: JULY 10, 2023: mrm Mark R Magargee, PG, CHg BAKERSFIELD CITY SCHOOL DISTRICT MAINTENANCE, OPERATIONS AND TRANSPORTATION 1501 FELIZ DRIVE BAKERSFIELD, CALIFORNIA ASSESSOR’S PARCEL NUMBERS: 167-060-18167-060-24167-060-25167-060-27 FIGURE 3 - ASSESSOR’S PARCEL MAP LEGEND REVISED: JULY 10, 2023: mrm Mark R Magargee, PG, CHg BAKERSFIELD CITY SCHOOL DISTRICT MAINTENANCE, OPERATIONS AND TRANSPORTATION 1501 FELIZ DRIVE BAKERSFIELD, CALIFORNIA FIGURE 4 - PLOT PLAN FELIZ DRIVE OFFICE ANDSHOP BUILDING SHOP BUILDING GASOLINE ANDDIESEL DISPENSERS 10,000-GALLONGASOLINE ANDDIESEL USTS MARTIN LUTHER KING BOULEVARDLEGEND REVISED: JULY 10, 2023: mrm Mark R Magargee, PG, CHg BAKERSFIELD CITY SCHOOL DISTRICT MAINTENANCE, OPERATIONS AND TRANSPORTATION 1501 FELIZ DRIVE BAKERSFIELD, CALIFORNIA DIESELDISPENSER GASOLINEDISPENSER 10,000-GALLONDIESEL UST 10,000-GALLONGASOLINE UST 0 7.5 15 1 inch = 15 ft. ( IN FEET ) SOIL SAMPLE LOCATION DIESELPIPELINE GASOLINEPIPELINE NED NEP TK1NWSWP SWD TK1SE TK2SE TK2NW LEGEND REVISED: JULY 10, 2023: mrm Mark R Magargee, PG, CHg BAKERSFIELD CITY SCHOOL DISTRICT MAINTENANCE, OPERATIONS AND TRANSPORTATION 1501 FELIZ DRIVE BAKERSFIELD, CALIFORNIA FIGURE 5 - FUELING FACILITY DIAGRAM SAMPLE SOURCEDATE SAMPLED DEPTHSAMPLE IDTPH AS DIESELTPH AS GASOLINE BENZENE TOLUENEETHYL-BENZENETOTAL XYLENES MTBE TBA DIPE ETBE TAME EDB 1,2-DCA ETHANOL NAPHTHALENE 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/A9-7-23 14 TK-1NW-2 -- 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) A9-7-23 18 TK-1NW-6 -- 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 14 TK-1SE-2 -- 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) A9-7-23 18 TK-1SE-6 -- 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 14 TK-2NW-2 ND (<1.8) 0.12J 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) A9-7-23 18 TK-2NW-6 ND (<1.8) 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 14 TK-2SE-2 31 0.18J 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) A9-7-23 18 TK-2SE-6 9.5J 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 4 NED-2 -- 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) A9-7-23 8 NED-6 -- 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 4 SWD-2 ND (<1.8) 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) A9-7-23 8 SWD-6 ND (<1.8) 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 4 NEP-1-2 -- 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) A9-7-23 8 NEP-1-6 -- 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 (<0.00083)ND (<0.100073 ND (<0.16) ND (<0.00099) A9-7-23 4 SWP-2-2 ND (<1.8) 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) A9-7-23 8 SWP-2-6 ND (<1.8) 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 (<0.00083)ND (<0.100073 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's current report.Northwestern End of Northeastern Gasoline USTSoutheastern End of Northeastern Gasoline USTTABLE 1.SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS1501 FELIZ DRIVE, BAKERSFIELD, CALIFORNIA EPA ANALYTICAL METHOD8260BBAKERSFIELD CITY SCHOOL DISTRICT TRANSPORTATION DEPARTMENT Southwestern Diesel DispenserCenter of Northeastern Gasoline PipelineCenter of Southwestern Diesel PipelineNorthwestern End of Southwestern Diesel USTSoutheastern End of Southwestern Diesel USTNortheastern Gasoline Dispenser ATTACHMENT 1. BFDPSD PTA 21-10000544 ATTACHMENT 2. SUMMARY OF PREVIOUS WORK ATTACHMENT 3. PHOTOGRAPHIC LOG MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the BCSD Transportation facility, with Feliz Drive in the foreground (view looking south). Photograph showing the fueling facilities, with the northern gate from Feliz Drive in the foreground (view looking south). Page 1 of 6 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the two 10,000-gallon double-walled fiberglass-clad steel underground storage tanks, with the gasoline tank at left and the diesel tank at right (view looking southeast). Photograph showing the two 10,000-gallon double-walled fiberglass-clad steel underground storage tanks, with the gasoline tank at right, the diesel tank at left, and the dispensers and product pipelines in the background. Note the bags of dry ice that were placed in the tanks to displace the oxygen within the tanks (view looking northwest). Page 2 of 6 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the northeastern gasoline dispenser equipped with an under dispenser containment pan and associated double- walled plastic product pipeline, with the 10,000-gallon gasoline double- walled fiberglass-clad steel underground storage tank in the background (view looking south). Photograph showing the southwestern diesel dispenser equipped with an under dispenser containment pan and associated double- walled plastic product pipeline (view looking southeast). Page 3 of 6 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the removal of the southwestern 10,000- gallon diesel double- walled fiberglass-clad steel underground storage tank (view looking northeast). Photograph showing the loading of the northeastern 10,000- gallon gasoline double-walled fiberglass-clad steel underground storage tank onto the flatbed trailer for transportation to the metals recycling facility (view looking northeast). Page 4 of 6 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the tank cavity after the removal of the two 10,000-gallon double- walled fiberglass-clad steel underground storage tanks, with dispensers and product pipelines in the background (view looking northwest). Photograph showing a stockpile of the dispensers, under dispenser containment pans and associated double- walled plastic product pipelines (view looking north). Page 5 of 6 MMark R Magargee, PG, CHg PHOTOGRAPHS OF SITE WORK PROJECT: BCSD Transportation 1501 Feliz Drive Bakersfield, California Photograph showing the collection of the soil samples from two and six feet beneath the inverts at the fill and turbine ends of the two 10,000-gallon double-walled fiberglass-clad steel underground storage tanks (view looking south). Photograph showing the collection of the soil samples from two and six feet beneath the under dispenser containment pans (view looking east). Page 6 of 6 ATTACHMENT 4. NON-RCRA HAZARDOUS WASTE MANIFEST ATTACHMENT 5. HAZARDOUS WASTE TANK CLOSURE CERTIFICATION ATTACHMENT 6. UNDERGROUND STORAGE TANK DISPOSAL DOCUMENTATION ATTACHMENT 7. LABORATORY REPORT ! " #$% $ &'"() # $ "* &' "*+ , % -'#% . #!#/## #0 # '$ %1/.1 / 2/!. /3!#$#'' $.$# # ''0 2 $'2 44 ($5 "674 ' #8$'$9.# ($' / $( $' (! "! 0 , $# $$'$#-*:7;<=:6;,-*:65;>?() 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 .$!#%/% '$ 06 *1 /$(0 ## ' =$, $'/#$#@-.%7"A =$, $'/#$#@-.%7"A =$, $'/#$#@-.%7"A ! =$, $'/#$#@-.%7"A =$, $'/#$#@-.%7"A6 ) !0/% ' 1#4 =$, $'/#$#@-.%7"A ) !0/% ' 1# " =$, $'/#$#@-.%7"A7 # " =$, $'/#$#@-.%7"A $ =$, $'/#$#@-.%7"A ) !0/% ' 1# =$, $'/#$#@-.%7"A ) !0/% ' 1# " =$, $'/#$#@-.%7"A6 ) !0/% ' 1#4 " =$, $'/#$#@-.%7"A ) !0/% ' 1# % =$, $'/#$#@-.%7"A7 ! % =$, $'/#$#@-.%7"A % =$, $'/#$#@-.%7"A ) !0/% ' 1# % =$, $'/#$#@-.%7"A ) !0/% ' 1# &' ()* +, '- %,./0#12 .%"/#$#6 *1 / (0 4 '$#$%''! '/ %3'0+ .%"/#$# *1 / (0 7 '$#$%''! '/ 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 <#%$$$#6 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 / 0' 0 +4%* 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 66 264 / 0' 0 +4%* 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 46 264 / 0' 0 +4%* 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5<+5 +8"5 *"5 "/5 6.95 555 4 44 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5<+5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5(-5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ ! *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5(-5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5<+5 +8"5 *"5 "/5 6.95 555 4 64 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5<+5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 <-5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 # *% 5 *6+ 5 %7+5 ) 5 555 555 555 <-5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ $ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5(-5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 )>5(-5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 (+5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 (+5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 <-5 +8"5 *"5 "/5 6.95 555 4 ($%# 01'5 '5 ($ ! *% 5 *6+ 5 %7+5 ) 5 555 555 555 <-5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 76 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 *% 5 *6+ 5 %7+5 ) 5 555 555 555 (+5 +8"5 *"5 "/5 6.95 555 4 4 ($%# 01'5 '5 ($ *% 5 *6+ 5 %7+5 ) 5 555 555 555 (+5 +8"5 *"5 "/5 6.95 555 4 44 ($%# 01'5 '5 ($ 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5<+5 44 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 4 -57" )!5%7@(! A E 75@**5?*A 76 -57" 65" 0! 1D@(! A E 65@**5?*A 6 -57" & 1+/"" , '"; %"./0" %./0 776 7 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5<+5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 7 -57" )!5%7@(! A E 75@**5?*A 7 -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 74 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5(-5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 7 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4456 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5(-5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 76 -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 76 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4454 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5<+5 64 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 4 -57" )!5%7@(! A E 75@**5?*A 7 -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 7 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 66 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4454 5 : ./0 1 & .1 6 %3'0+ " )>5<+5 64 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A -574") % & 1+/"" , '"; %"./0" %./0 44 8" 54 76 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 46 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5<+5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 4 -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 74 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " )>5<+5 4 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A-574") % & 1+/"" , '"; %"./0" %./0 46 8" 54 6 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " <-5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A 6 -57" & 1+/"" , '"; %"./0" %./0 776 7 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 76 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4457 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " <-5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A776 -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5(-5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< %*% 3'0+ *;<*=>#># > 6? ;. < 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A 7 -57" 65" 0! 1D@(! A E 65@**5?*A 4 -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " )>5(-5 ."6%&6 " *)* +- !2 *;<* ,># %,#1;%3 0 < ) '#@(! A E 65@**5?*A -574") % & 1+/"" , '"; %"./0" %./0 474 8" 54 7 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " )>5(-5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 7 -57" )!5%7@(! A E 75@**5?*A77 -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " )>5(-5 4 ."6%&6 " *)* +- !2 *;<* =@,>#$> %,#1;%3 0 < ) '#@(! A E 65@**5?*A77-574") % & 1+/"" , '"; %"./0" %./0 447 8" 54 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " (+5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A 4 -57" & 1+/"" , '"; %"./0" %./0 776 66 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 66 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " (+5 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A-574") % & 1+/"" , '"; %"./0" %./0 44 8" 54 7 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 46 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " (+5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 7 -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " (+5 4 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A -574") % & 1+/"" , '"; %"./0" %./0 4 8" 54 7 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " <-5 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A 4 -57" )!5%7@(! A E 75@**5?*A4 -57" 65" 0! 1D@(! A E 65@**5?*A 66 -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 76 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4456 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " <-5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A 77 -57" 65" 0! 1D@(! A E 65@**5?*A 47 -57" & 1+/"" , '"; %"./0" %./0 776 6 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4454 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " (+5 4 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A -57" 65" 0! 1D@(! A E 65@**5?*A 46 -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 4454 5 : ./0 1 & .1 6 %3'0+ " (+5 4 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A-574") % & 1+/"" , '"; %"./0" %./0 47 8" 54 76 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 ()* +, '- %,./0#12 " (+5 44 ."6%&6 "D 0 < 4 -57"< 5$1 0. 0 7< 4 -57"< 5$'. . 0 < 4 -57"< -./1D 0 < 4 -57"< ./51!/. 0 4< 4 -57"< < .. 0 < 4 -57"< )! 0 < 4 -57"< )B/# 0 4< -57"< 50/./. 0 4< 4 -57"< 5"!/'. 0 < 4 -57"< $$# /. 0 4< 4 -57"< -. 0 < -57"< -./51!/. 0 4< 4 -57"< )! 1 !0 /% ' 1# 0 47< *!5(< 5$'. .5%6@(! A E 5@**5?*A -57" )!5%7@(! A E 75@**5?*A 4 -57" 65" 0! 1D@(! A E 65@**5?*A 7 -57" & 1+/"" , '"; %"./0" %./0 776 -" (5= " -57"-4($( <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 1 6 "5 445 5 : ./0 1 & .1 6 %3'0+ " (+5 44 ."6%&6 $#, $'#@56A 0 7< -574") %< ) '#@(! A E 65@**5?*A 66 -574") % & 1+/"" , '"; %"./0" %./0 444 8" 54 6 " 6-574")%-44" <F$!$<!01 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' ./01 <, ' & " .1 : 6& ()* +, '- %,./0#12 A."6%&6 & 1+/"51$ "D " 5"*> 4< 0 5$1 0. " 5"*> 4< 0 7 5$'. . " 5"*> 4< 0 -./1D " 5"*> 4< 0 ./51!/. " 5"*> 4< 0 4 < .. " 5"*> 4< 0 )! " 5"*> 4< 0 )B/# " 5"*> < 0 4 50/./. " 5"*> 4< 0 4 5"!/'. " 5"*> 4< 0 $$# /. " 5"*> 4< 0 4 -. " 5"*> < 0 -./51!/. " 5"*> 4< 0 4 )! 1 !0/% ' 1# " 5"*> < 0 47 @"+// 0!- *2 1$16 $!>E -6 6: 62 0#- *2 1$16 $!>E #-6 6: 62 !1 B - *2 1$16 E !-6 6: 62 A & " & ' ./0 %" , ' " " " 5"*> " -57" -" (5= 7 76 " 5"*> " *!5( -" (5= 7 76 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 66 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' 6' 6 %+ %+ < & " ' 68 : +8' %" +8' %" & ()* +, '- %,./0#12 A 6 & 1+/"51$ "D " 5"(*(4 4 76 50 )! " 5"(*( 4 4 50 5$'. .5%6@(! A " 5"(*(6 4 50 )!5%7@(! A " 5"(*(6 4 750 65" 0! 1D@(! A " 5"(*(47 4 650 A & " & ' ./0 %" , ' " " " 5"( *( -57" -" (5= 7 7 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 46 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' %+ C,+++' "' ,000 : %" +8' %" +8' & + < %+ %+ 6 ()* +, '- %,./0#12 +6 A & 1+/"51$?#%'$#0 G5#' $ $)>5<+5 64 ("D 7 5< 4 4454 0 ( 4 4 5< 4 4454 0 ()! 6 5< 4 4454 0 ( 7 5< 4 64454 0 (5$'. .5%6@(! A 6 5< 4 64454 0 (6 5< 4 64454 0 ()!5%7@(! A 6 7 75< 4 4454 0 (677 75< 4 74454 0 (65" 0! 1D@(! A 6 65< 4 774454 0 (6 65< 4 4454 0 A & " & ' ./0 %" , ' " " " 5( ( -57" -" (5= 7 74 " 5( ( -57" -" (5= 7 76 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' ./01 <, ' & " .1 : 6& %3'0+ A."6%&6 & 1+/"51$! $#, $'#@56A " 65"*> < 0 7 + - *2 1$!16 E !-6 6: 62 A & " & ' ./0 %" , ' " " " 65"*> " -574")% 8" 54 44 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' 6' 6 %+ %+ < & " ' 68 : +8' %" +8' %" & %3'0+ A 6 & 1+/"51$! $#, $'#@56A " 65"(*(744 766 4750 ) '#@(! A " 65"(*(666 7 7 650 A & " & ' ./0 %" , ' " " " 65"( *( -574")% 8" 54 44 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 76 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 &' %+ C,+++' "' ,000 : %" +8' %" +8' & + < %+ %+ 6 %3'0+ +6 A & 1+/"51$!?#%'$#0 G5#' $ $(+5 44 ($#, $'#@56A 465 < 7 445 0 (44 6 465 < 74 445 0 () '#@(! A 64 65< 7 4 4445 0 (677 65< 7445 0 A & " & ' ./0 %" , ' " " " 65( ( -574")% 8" 54 7 444 " 65( ( -574")% 8" 54 4 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 6 264 ! " #$% &' &'<!01 &' ($5 "() # $ 05 664 , 0" 9 -#$0%=!@*8A * .%'$*$0$ < /<'% H* '$'H!$$*$0$ 4 . 0 0/ $'%$# 6#! " #$% 7@A56 8B@A5 7CCC '1#'0 66 264