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3500 - Local Oversight Program
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PR0540821
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/18/2020 10:25:25 AM
Creation date
5/18/2020 10:08:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0540821
PE
2960
FACILITY_ID
FA0023401
FACILITY_NAME
FORMER GREER CONSTRUCTION
STREET_NUMBER
15634
STREET_NAME
STEINEGUL
STREET_TYPE
RD
City
ESCALON
Zip
95320
CURRENT_STATUS
01
SITE_LOCATION
15634 STEINEGUL RD
P_LOCATION
06
QC Status
Approved
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EHD - Public
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*-ter <br /> PUBLIC HEALTH SERVICES <br /> SAN JOAQUIN COUNTY r' <br /> ENVIRONMENTAL HEALTH DIVISION <br /> Karen Furst, M.D., M.P.H., Health Officer <br /> 304 East Weber Avenue, Third Floor • Stockton, CA 95202 '`'FpR`° <br /> 209/468-3420 <br /> RAYMOND GREER AUG 12 1997 <br /> RAYMOND GREER CONSTRUCTION <br /> 1111 1ST ST <br /> ESCALON CA 95320 <br /> RE: Raymond Greer Construction SITE CODE: 2021 <br /> 15634 Steinegul Road <br /> Escalon CA 95320 <br /> San Joaquin County Public Health Services, Environmental Health Division <br /> (PHS/EHD) has reviewed the July 23, 1997 "Workplan for the Lateral and Vertical <br /> Extent of Groundwater and Soil Contamination" for the above referenced site. <br /> In the workplan WHF, Inc. proposes the installation of three monitoring wells and <br /> two borings. The proposed screen intervals in the monitoring wells are from 60 to <br /> 100 feet. Two of the proposed wells are located 80 feet to the west of B-1 (June <br /> 7, 1997 Report). The third well is located between the former UST location and <br /> the domestic drinking water well. The two borings are located approximately 30 <br /> feet east and west of B-1. Data from the soil borings will be used to define the <br /> lateral extent of soil contamination. The borings will be drilled to a depth of 80 <br /> feet. <br /> PHS/EHD recommends that the workplan be amended to include the following <br /> changes: <br /> 1) One well should be installed 10 feet from the former UST in a downgradient <br /> position. Data from this monitoring well may also serve to define the lateral <br /> and vertical extent of the soil plume. <br /> 2) One monitoring well should be installed between the former UST area and the <br /> domestic drinking water well in order to determine the potential for pollution to <br /> enter and contaminate the domestic water supply. (The depth of the bentonite <br /> grout seal in the domestic well is 50 feet) <br /> 3) A third monitoring well should be installed in a location which will allow <br /> groundwater gradient flow direction to be triangulated with the other two <br /> monitoring wells. <br /> 4) Monitoring wells should be screened 5 feet above highest anticipated <br /> groundwater (78 feet) and 15 feet below lowest anticipated groundwater (78 <br /> feet) <br /> A Division of San Joaquin County Health Care Services <br />
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