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ARCHIVED REPORTS_XR0007197
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3500 - Local Oversight Program
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PR0545774
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ARCHIVED REPORTS_XR0007197
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Last modified
10/8/2020 10:19:16 PM
Creation date
6/10/2020 12:28:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007197
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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. 24 March 2000 <br /> AGE-NC Project No 97-0141 <br /> Page 3 of 9 <br /> Furthermore, based on the General Soil Map from the San Joaquin County Soil Survey, published <br /> by the United States Department of Agriculture Soil Conservation Service in 1992, the site area is <br /> withm the Jackson-Hallenbeck-Stockton (JHS) association The JHS soils are located within basins, <br /> and generally consist of moderate to poorly drained fine textured soils The soils are generally <br /> derived from both marine and non-marine sediment, and are generally formed in alluvium derived <br /> from mixed rock sources <br /> 2 4 GROUND WATER DEPTH AND GRADIENT <br /> According to the map titled Lines Of Equal Depth Of Water Wells-Fall 1998, published by the San <br /> Joaquin County Flood Control and Water Conservation District,the estimated depth to ground water <br /> at the property is approximately 20 feet below surface grade (bsg) During the most recent <br /> monitoring event in October 1999, ground water depth was approximately 19 feet bsg During past <br /> monitoring events at the site, ground water flow direction has varied from northwest to northeast <br />. 3.0. SCOPE OF WORK <br /> Based on the results of previous investigations and collection of ground water samples,hydrocarbon- <br /> impacted soil and ground water has not been delineated at the site Impacted soil has not been <br /> delineated south and southeast of the former UST area nor vertically at the site, the dissolved ground <br /> water plume has not been delineated to the north and east <br /> AGE proposes to drill, install and sample three ground water monitoring wells to evaluate the lateral <br /> and vertical extent of petroleum hydrocarbon-impacted soil and ground water One well will be <br /> installed near the former UST excavation, to replace "drowned" well MW-1 The pilot boring for <br /> this well will be advanced vertically until no field indication of hydrocarbon impaction is present <br /> A second well will be installed southeast of MW-1, along the east side of the shop area A third well <br /> will be installed between existing"drowned" wells MW-4 and MW-5 Proposed well locations are <br /> included on Figure 2 <br /> A sensitive receptor survey will also be performed to identify nearby domestic, agricultural, <br /> municipal or private wells that could be impacted by dissolved hydrocarbons from the site The <br /> assessment will consist of the following tasks <br /> • Permitting and pre-field work activities, <br /> • Soil sample collection and analysis, <br /> Advanced GeoEnvironmental,Inc <br />
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