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26 (STATE ROUTE 26)
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3500 - Local Oversight Program
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PR0545707
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WORK PLANS
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Last modified
11/20/2024 8:50:30 AM
Creation date
5/13/2020 3:22:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545707
PE
3528
FACILITY_ID
FA0003591
FACILITY_NAME
JOHN M RISHWAIN
STREET_NUMBER
8203
Direction
E
STREET_NAME
STATE ROUTE 26
City
STOCKTON
Zip
95215-9536
APN
10114021
CURRENT_STATUS
02
SITE_LOCATION
8203 E HWY 26
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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07 lune 2002 <br /> AGE-NC Project No. 99-0645 <br /> Page 3 of 9 <br /> 3 1 PRE-FIELD WORK ACTIVTTIES <br /> Upon EHD approval of this work plan, AGE will secure all relevant city and/or county pe=ts and <br /> prepare a health and safety plan in accordance with Occupational Safety and Health Guidance <br /> :{Manual for Hazardous Waste Site,4ctivities (National Institute for Occupational Safety and Health <br /> Administration, U S. Coast Guard and U.S. Environmental Protection Agency, 1985). AGE will <br /> notify the EHD a minimum of 48 hours prior to commencement of any work. Prior to mobilization, <br /> the area of excavation will be clearly marked and an utility clearance obtained through Underground <br /> Service Alert. <br /> 3 2. INSTALLATION OF REMEDIATION WELLS <br /> Based on soil and ground water data collected during the ongoing investigation of petroleum- <br /> hydrocarbon impact, AGE proposes installation of SVE wells in the following areas: <br /> • near the location of soil boring B5; <br /> • near the location of soil boring B4; <br /> • near the location of soil boring MW-3; <br /> • near the location of soil boring B6; <br /> • near the location of soil boring MW-1; <br /> • and at the south end of the UST excavation az-ea. <br /> Proposed SVE well locations are illustrated in Figure 2. monitoring well installation procedures are <br /> described in Section 4.2. <br /> 3.3. INSTALLATION OF SOIL VAPOR EXTRACTION SYSTEM <br /> Two-inch diameter, schedule 40 PVC piping will be installed at approximately one foot bsg and <br /> routed from the SVE well heads to a vapor extraction system(VES). The locations of the proposed <br /> SVE piping network and VES are illustrated in Figure 4; SVE system design and installation <br /> procedures are described in Section 4.3. <br /> A 10-by l 5-foot chain-link gated enclosure will be located in a northwest section of the site to secure <br /> the vapor extraction unit and associated equipment; the proposed location of the gated enclosure is <br /> illustrated in Figure 4. <br /> .Advanced Geo Environmental,Inc. <br />
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