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3500 - Local Oversight Program
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PR0544713
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Last modified
7/30/2019 3:54:12 PM
Creation date
7/30/2019 3:42:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544713
PE
3528
FACILITY_ID
FA0007952
FACILITY_NAME
MARTINI AUTO
STREET_NUMBER
4032
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
11518501
CURRENT_STATUS
02
SITE_LOCATION
4032 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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\/ sftw� <br /> 22 February 2000 <br /> AGE-NC Project No. 98-0432 <br /> Page 3 of 6 <br /> 3.4. SCOPE OF WORK <br /> Based on the results of the UST removal soil sampling,the PHS-EHD has directed that a work plan <br /> to evaluate the vertical and lateral extent of petroleum hydrocarbon impact at the site be prepared. <br /> The investigation of the extent of petroleum hydrocarbons at the site will consist of the following <br /> tasks: <br /> • Permitting and pre-field work activities; <br /> • Soil sample collection and analysis; <br /> • Possible ground water sample collection and analysis; <br /> • Report preparation. <br /> Each of these tasks is described in more detail below. <br /> 3.1. PERMITTING AND PRE-FIELD WORK ACTIVITIES <br /> Applicable site assessment permits will be obtained from the PHS-EHD. As required by PHS-EHD <br /> permitting, a health and safety plan will be prepared in accordance with Occupational Safety and <br /> Health Guidance Manual for Hazardous Waste Site Activities (National Institute for Occupational <br /> Safety and Health Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, <br /> 1985). Prior to mobilization, each soil probe location will be clearly marked and a utility clearance <br /> obtained through Underground Service Alert. <br /> 3.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Initially, AGE proposes to advance three soil probe borings on the site, in the vicinity of the former <br /> waste oil UST,to evaluate the lateral and vertical extent of petroleum hydrocarbon impact to soil and <br /> ground water. Proposed probe boring locations are illustrated in Figure 2. Additional soil probe <br /> borings will be advanced if required to determine the lateral extent of the petroleum impact to the <br /> site. <br /> One soil boring may be advanced to a depth of approximately 80 feet below surface grade. Two <br /> additional borings will be advanced to 30 feet bsg. A grab water sample will be collected at the top <br /> of the water table were indicated by field observations. <br /> Total depths of probe borings will be based on field observations and field screening using an <br />
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