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ARCHIVED REPORTS XR0011355
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3500 - Local Oversight Program
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PR0544624
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ARCHIVED REPORTS XR0011355
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Entry Properties
Last modified
7/3/2019 6:25:07 PM
Creation date
7/3/2019 3:59:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011355
RECORD_ID
PR0544624
PE
3526
FACILITY_ID
FA0005206
FACILITY_NAME
GEORGES SERVICE
STREET_NUMBER
1600
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25510004
CURRENT_STATUS
02
SITE_LOCATION
1600 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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2.0 INTRODUCTION <br /> '* MONITORING WELL & <br /> SOIL BORING PLAN <br /> As a joint venture Del Tech Geotechnical Support (DEL TECH) and Geological Technics Inc <br /> has been retained by Georges Service to prepare and implement this workplan This workplan <br /> is a preliminary investigation designed in scope to evaluate and identity the extent of the <br /> subsurface conditions at the site Don Light, Engineering Contractor #657366 of Del-Tech will <br /> be Project Manager and Ray Kablanow, PhD R G of Geological Technics will be the <br /> supervising Registered Geologist during all of the activities of this workplan <br /> 2.1 Proposed Investigative Actions <br /> This workplan is being presented as a continued step towards the goal of achieving a County- <br /> approved site closure at Georges Service Specifically, this workplan addresses the installation <br /> of soil borings that will be drilled around the former gasoline underground storage tank (#1 and <br /> #2) locations and in and around the former kerosene tank #4 location Upon reviewing the <br /> • inspection reports of tanks #1,#2 & #4, it is evident that these borings are needed to define the <br /> extent of the soil contamination and to determine if the groundwater has been ettected There <br /> is currently no geologic or groundwater chemical data on the any of the areas in question The <br /> overall depth of these bonngs is expected to be about 12 feet or to the capillary fringe In <br /> addition, we are also proposing the installation of three monitoring wells (see Figure 2) These <br /> monitoring wells are being installed to monitor site specific hydrology, and verity the maximum <br /> extent of the groundwater's plume, if any Monitoring of the gradient at the site will also be <br /> beneficial for future evaluations Surface topography suggests that the predominate flow of the ; <br /> groundwater is in a northeasterly direction <br /> 3 <br />
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