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EL DORADO
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3500 - Local Oversight Program
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PR0544650
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Entry Properties
Last modified
7/11/2019 1:36:13 PM
Creation date
7/11/2019 11:52:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544650
PE
3528
FACILITY_ID
FA0003520
FACILITY_NAME
DENS AUTO REPAIR INC
STREET_NUMBER
308
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
149063301
CURRENT_STATUS
02
SITE_LOCATION
308 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Site Background Information: Den's Auto Repair <br /> Page 7 of 8 <br /> Hydrologic Unit 2 (HU2) - Extends from 45 feet to approximately 90 feet bsg and is composed <br /> dominantly of stiff,fine-grained soil,clayey silt,silt and lesser amounts of clay.HU2 is characterized <br /> by varying pore pressures ranging between moderate and high. <br /> Hydrologic Unit3(HU3)-Extends from 90 feet bsg to total depth;HU3 is composed of interbedded <br /> stiff, fine-grained soil, silty and gravelly sand, clayey silt and silty clay from 90 feet bsg to <br /> approximately 110 feet bsg and sand, silty sand and gravelly sand from 110 feet bsg to total depth. <br /> HU3 is characterized by generally low pore pressures, and may be classified as a flow unit. <br /> SITE CONCEPTUAL CONTAMINATION MODEL <br /> Based upon current data collected AGE has prepared the following site conceptual model: <br /> 1 <br /> • The subsurface lithology is composed dominantly of silty fine sand,sandy silt,clayey silt to ql,)d <br /> silty clay and clay.The upper two hydrologic units are comprised of silt and clay��95 <br /> Significant <br /> sand intervals were identified at between 70 feet and 75 feet bsg,betwe 90 andfeet bsg, �/p <br /> 100 feet bsg and 105 f�et bsg, and at 110 feet bsg. <br /> Based on the soil descriptions and CPT hydrologic information (pore pressure), AGE has <br /> identified three hydrologic units (HU1 through HU3). <br /> • A release of petroleum hydrocarbons (TPH-g) and benzene, toluene, ethyl benzene and <br /> xylenes (BTEX)compounds and fuel additives(MTBE)was documented to have occurred <br /> from fuel UST area. Petroleum hydrocarbons were detected in the soil samples collected <br /> from below the former UST area,while the most significant concentrations of hydrocarbons <br /> and MTBE were detected at the are of well MW-1A. <br /> • Hydrocarbon-impacted soil was present in the vadose zone below the former UST location, <br /> within saturated zone in the locations of the newly installed well MW-1, and distributed in <br /> the capillary zone. <br /> • Soil encountered at 35 feet bsg in the boring established for well MW-1 was not impacted <br /> by detectable concentrations of petroleum hydrocarbons,while soil at depths between 43 and <br /> 70 feet bsg were impacted by petroleum hydrocarbons. The impacted soil encountered <br /> between 43 and 70 feet bsg in MW-1 appears to be part of a significan u ndefine lum'�",'� <br /> possible associated with the former dispenser island more than 20 feet southe s eewwWt <br /> • Impacted soil encountered in the former UST cluster may extend,at depth,to the MW-I ar <br /> but the lower hydrocarbon concentrations in the former UST cluster suggest otherwise No <br /> soil contamination was encountered in boring B2,which extended only to 35 feet bsg. <br /> • The petroleum hydrocarbons then dissolved into the ground water at the former UST area. <br /> If analytical results from well MW-1 are considered to be the signature of an on-site source, <br /> then the groundwater would have flowed west while the water table was a 50 to 55eet bsg i?.S f J rl ' <br /> Advanced GeoEnviron mental,Inc. G� <br /> /r7]tJl <br /> 31 <br />
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