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3500 - Local Oversight Program
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PR0544650
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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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t <br /> 19 July 2005 <br /> AGE-NC Project No. 95-0135 <br /> ' Page 3 of 9 <br /> • Impacted soil encountered in the former UST cluster may extend,at depth,to the MW-1 area, <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 /> On 12 and 13 November 2002, three cone penetrometer test (CPT) borings (CPT-1, CPT-3 and <br /> CPT-4)were advanced on-and off-site(Figure 2)utilizing CPT technology.At each boring location, <br /> lithologic data was collected from the initial CPT boring;an immediately adjacent twin boring was <br /> then advanced to collect grab ground water samples from selected depths. In addition, although a <br /> CPT was not acquired, the EHD requested a soil boring at location CPT-2 for collection of grab <br /> Lim ground water samples. From this investigation, four vertical zones were identified: <br /> • Vadose Zone-Extending from surface grade to approximately 25 feet bsg,the depth to the <br /> water table. The vadose zone is predominantly fine grained material from surface grade to <br /> 25 feet bsg,with a coarse grain sand unit occurring between 25 feet and 30 feet bsg at CPT3 <br /> off-site. <br /> Hydrological Unit 1 (HU 1), at the top of the current saturated zone,extends from 25 feet to <br /> • approximately 45 feet bsg and is comprised predominantly of clay, interbedded on the <br /> southwest and on the northeast with clayey silt and silt. <br /> • Hydrological Unit 2 (HU2) extends from 45 feet to approximately 90 feet bsg and is <br /> composed dominantly of stiff, fine-grained soil, clayey silt, silt and lesser amounts of clay. <br /> • Hydrological Unit 3 (HU3) extends from 90 feet bsg to total depth; HU3 is composed of <br /> interbedded stiff,fine-grained soil, silty and gravelly sand,clayey silt and silty clay from 90 <br /> feet bsg to approximately 110 feet bsg and sand, silty sand and gravelly sand from 110 feet <br /> bsg to total depth. <br /> A total of eleven grab ground water samples and two soil samples were collected from HU2 and <br /> 1"r HU3 and submitted for laboratory analysis: <br /> TPH-g was detected in grab ground water samples collected from HU2 and HU3. The <br /> highest concentrations of TPH-g were detected at the base of HU2 at approximately 80 feet <br /> bsg. The lateral distribution of TPH-g suggests the possibility of additional source(s) of <br /> contamination. <br /> + BTEX compounds except ethylbenzene were detected in grab ground water samples from <br /> HU2 and HU3. Benzene was the most prevalent of the BTEX compounds, and is present at <br /> concentrations exceeding the DHS'Maximum Contaminant Level(MCL)for drinking water; <br /> in addition, the concentrations of benzene appear to increase with depth both on-site at <br /> CPT-1 and off-site at CPT-3 and CPT-4. The lateral distribution of benzene suggests the <br /> possibility of additional source(s) of contamination. <br /> Advanced GeoEnvironmental,Inc. <br /> �r <br />
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