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EHD Program Facility Records by Street Name
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26 (STATE ROUTE 26)
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8203
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3500 - Local Oversight Program
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PR0545707
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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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12 August 2002 <br /> AGE-NC Project No. 99-0645 <br /> Page 2 of 8 <br /> advanced at a 20 degree angle fi-om vertical, oriented west under the building on the site and north <br /> under the neighboring property,respectively. The highest concentrations of-petroleum hydrocarbons <br /> were encountered in the borings at a depth of 15 bsg, with reduced concentrations encountered at <br /> depths to 70 feet bsg. A stratigraphic cross section is depicted in Figure 3 and impacted soil is <br /> depicted in Figure 3A. <br /> Based on three quarterly ground water monitoring results to date,ground water was inferred to have <br /> a northeasterly flow direction. In the November 2001 quarterly ground water monitoring event, <br /> MTBE was detected in sample MVV-1, collected within the former UST location. In the April 2002 <br /> ground water monitoring samples, TPH-g was detected at 120 micrograms per liter (Vg/1) and 130 <br /> µg/l in well MW-1 and MW-2, respectively; BTEX compounds, MTBE and the remaining fuel <br /> additives were not detected; TPI 1-d was detected at 55 Iig/l in well MW-1. <br /> Additional site history and findings fi-om previous site investigations are detailed in the AGE-prepared <br /> Evacuation and Sumplin.g Report, dated 05 September 2000 and Prelitninan, Investigation and <br /> Evaluation Report, dated 07 March 2002. <br /> 3.0. SCOPE OF WORK <br /> In order to assess the lateral extent of exceptionally MTBE-impacted soil detected at the former UST <br /> area at a depths to of 60 feet bsg, AGE proposes to install two additional soil borings, one vertical <br /> boring located at the eastern edge of the site, and one slanted boring at the northern edge. drilled at <br /> an angle similar to soil boring B6 (Figure 2). <br /> In order to evaluate the feasibility of SVE remediation at the site, AGE proposes to install three <br /> shallow soil vapor wells within a thick upper sand layer and three deep soil vapor wells in underlying <br /> fine-grained soil, and conduct 8-hour SVE pilot tests for shallow and deep wells. <br /> The proposed scope of work will include the following tasks: <br /> • Pre-field work activities: <br /> • Installation of soil borings and remediation wells; <br /> • Analysis of soil samples; <br /> • Performance of SVE pilot test; <br /> • Sampling and analysis of pilot test samples and <br /> • Report preparation. <br /> Advanred Geo Env iron mental,Inc. <br />
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