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3500 - Local Oversight Program
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PR0544622
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Last modified
7/3/2019 3:32:31 PM
Creation date
7/3/2019 1:45:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544622
PE
3528
FACILITY_ID
FA0003905
FACILITY_NAME
PAIGES TOWING
STREET_NUMBER
1807
STREET_NAME
DOUGLAS
STREET_TYPE
RD
City
STOCKTON
Zip
95207
APN
09721019
CURRENT_STATUS
02
SITE_LOCATION
1807 DOUGLAS RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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16 September 1998 <br /> AGE NC Project No. 95=0197 <br /> Page 2 of 7 <br /> • Report preparation. ; <br /> 2.1. -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 proposed well location will be clearly marked and an utility <br /> clearance obtained through Underground Service Alert. <br /> 2.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Initially, AGE proposes to advance four soil borings at-the site.to evaluate the lateral and vertical <br /> extent of petroleum hydrocarbon impaction. Each of these borings will be completed as a grou.!J <br /> water monitoring well. Proposed boring/well locations are illustrated in Figure 2. <br /> B ed.on soil contamination encountered from boring B 1 at depths between 15 and 25 feet below <br /> sradebs AGE proposes to install'one u radient round water monitoring well west of <br /> g (bsg), p p pg g g <br /> B1. second crossgradient monitoring well is proposed.north of B3 based on soil and ground water <br /> contamination encountered-from boring B3 at depths Between 15 and 25 feet bsg. wo dditional <br /> downgradient ground water monitoring wells are warranted in southeast and east portions of the site <br /> based on soil and ground water contamination encountered from boring B6 at depths between 15 and <br /> 25 feet bsg. <br /> All borings are proposed to be advanced t(ki <br /> 5;fff"IZIj However; total depths of borings will be <br /> based on field observations and field screening using an organic vapor monitor(OVM). Soil samples <br /> will be collected from each boring at five-foot intervals beginning at 5 feet bsg to the total depth. <br /> Field procedures for advancement of borings and collection of soil samples are presented in Section <br /> 3.2. At least one sample from each boring-will be submitted for laboratory analysis. _ <br /> Selected soil samples will be analyzed by a State.of California Department. of Toxic Substances <br /> Control (I)TSC)-certified-laboratory for the following constituents: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH=g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified/5030; <br /> • Volatile aromatics (benzene, toluene, ethyl benzene and xylenes: BTEX) and methyl tert- <br /> butyl ether(MTBE) in accordance with EPA Method 8020; and <br /> Advanced GeoEnvironmental,Inc. <br />
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