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3500 - Local Oversight Program
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PR0544231
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Entry Properties
Last modified
3/6/2019 2:45:06 PM
Creation date
3/6/2019 1:50:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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N <br /> N <br />` 02 January 2007 <br /> AGE-NC Project No. 95-0121 <br /> Page 2 of 10 <br /> PREVIOUS INVESTIGATIONS AND REMEDIATION <br /> The following is a brief summary of previous investigation for underground storage tanks (USTs) <br /> formerly located at the site: <br /> • In August1988, two1 ,000-gallon gasoline USTs were removed from the site. Followingtank <br /> removal, soil samples were collected beneath both tanks and submitted for analysis of <br /> petroleum hydrocarbons. Analytical results of soil samples collected from beneath the USTs <br /> indicated that substantial petroleum hydrocarbon concentrations were present in soil samples. <br /> • The tank area was re-excavated in November 1988. Soil was removed from the former UST <br /> area to a depth of approximately 19 feet below site grade (bsg). Soil samples were collected <br /> from the excavation and screened for organic vapors using a photo-ionization detector (PID). <br /> Organic vapor readings indicated that petroleum hydrocarbons were present at depths in <br /> excess of 19 feet bsg. As a result, the excavation was backfilled and a preliminary site <br /> assessment initiated. <br /> • Between May 1989 and December 1994, a total of nineteen soil borings were advanced at <br /> the site; nine of the soil borings were completed as two-inch diameter monitoring wells <br /> (MW4 through MW-9). Extensive petroleum hydrocarbon-impacted soil and groundwater, <br /> including free product, was encountered during assessment of the site. Analytical soil data <br /> is presented in Table Al . <br /> • In July 1995, one dual-purpose soil vapor extraction/ground water extraction well (EW- 1), <br /> and two soil vapor extraction wells (VW- 1 , VW-2) were installed at the site. hi August 1995, <br /> an 8-hour soil vapor extraction (SVE) pilot test was conducted at the site. The pilot test was <br /> performed to provide vapor extraction data for proper system design of a remediation system. <br /> • In November 1995, a Corrective Action Plan (CAP) was submitted to the San Joaquin <br /> Country Environmental Health Department (EHD), and included details of the SVE pilot <br /> test. Recommendations in the CAP included installation of an SVE system to remediate <br /> hydrocarbon-impacted soil and an in-situ air sparging (IAS) system to remediate <br /> hydrocarbon impacted ground water. <br /> • The EHD concurred by letter dated 06 June 1996 with AGE's recommendations that SVE <br /> and AS could effectively remediate petroleum-hydrocarbon impacted soil and ground water <br /> at the site. <br /> • In October and November 1998, AGE installed 7 soil vapor extraction wells (VW-3 through <br /> VW-9) and 5 air sparging wells (AW- 1 through AW-5). <br /> • Ground water elevation rose approximately 10 to 15 feet between August 1995 and August <br /> 1999; increasing the interval thickness of impacted soil in the saturated zone and reducing <br /> the volume of impacted soil in the vadose zone, where SVE is most effective. <br />
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