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2900 - Site Mitigation Program
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PR0522619
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Last modified
8/17/2019 4:28:15 AM
Creation date
8/16/2019 11:56:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0522619
PE
2950
FACILITY_ID
FA0015410
FACILITY_NAME
CHARLIE SPATAFORE PROPERTY
STREET_NUMBER
23577
STREET_NAME
MOUNTAIN HOUSE
STREET_TYPE
PKWY
City
TRACY
Zip
953049600
APN
20908026
CURRENT_STATUS
01
SITE_LOCATION
23577 MOUNTAIN HOUSE PKWY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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• in KLEINFELDER <br /> these probe borings usually dropped off markedly at depths greater than 10 feet, with PID readings <br /> ranging from approximately 5 to 50 ppmv. Lower PID readings and no petroleum odors or soil <br /> discoloration was noted in the southern most portion of the footprint and south of the rupture point. <br /> PID readings in these areas generally ranged from 1 to 10 ppmv. Based on field observations and <br /> PID readings petroleum impacted soil was impacted at the greatest depths northeast and east of the <br /> rupture point and north of the Chevron pipeline. Obvious petroleum impacted soil was noted in <br /> this area at estimated average depths ranging from 8 to 12 feet bgs. Obvious petroleum impacted <br /> soil noted northwest, immediately west and southwest of the rupture point extended generally from <br /> surface to 5 feet bgs. For estimated limits and depths of petroleum impacted soil please refer to <br /> Plates 3 and 4. <br /> �I No odors, discolored soil or significant PID readings were noted from perimeter deep pushprobe <br /> borings G2, G3 or G4. For additional specific details refer to geoprobe soil logs located in <br /> Appendix A. <br /> Groundwater samples were obtained from four deeper pushprobe borings (GI through G4). The <br /> groundwater samples were collected using a positive displacement check valve attached to new <br /> polypropylene tubing. The positive displacement was generated manually using a piston-like <br /> motion. New tubing was used at each sampling location. Slotted PVC was placed within each of <br /> the four push probe boreholes to help decrease turbidity and facilitate collection of the <br /> groundwater sample. The groundwater samples were transferred into pre-cleaned laboratory <br /> grade bottles. Slow recovery was noted while attempting to collect groundwater samples from <br /> pushprobes G3 and G4. <br /> ] 4.3 SAMPLE HANDLING AND CHEMICAL ANALYSES <br /> After collection, the soil and water samples were labeled, logged on a chain-of-custody form, and <br /> immediately stored in an iced cooler. The samples were transported in a chilled ice chest under <br /> chain-of-custody control to Kleinfelder's office and to Alpha Laboratories of Sparks, Nevada <br /> �1 (Alpha). Alpha is certified by the California Department of Health Services to perform the <br /> requested analyses. <br /> 1 A total of twenty-two 4-point composite soil samples, 26 discrete soil samples from the <br /> pushprobes and four groundwater samples were submitted for the following analyses: <br /> • Total Purgeable Petroleum Hydrocarbons as referenced to gasoline [TPH-G] including <br /> Benzene, Toluene,Ethylbenzene, Xylenes [BTEX] by EPA Method 8015M/8260 <br /> • Total Extractable Petroleum Hydrocarbons as referenced to diesel and oil [TPH-D and <br /> TPH-O]by EPA Method 8015M <br /> • Silica Gel Cleanup for extractable soil analyses by EPA Method 3630M <br /> Tables 1 and 2, located under the"Tables"tab, summarize the soil and groundwater analytical <br /> results, respectively. <br /> 44843.T03/ST04R1025 Page 8 of 16 <br /> Copyright 2004 Kleinfelder,Inc. August 6,2004 <br />
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