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SITE INFORMATION AND CORRESPONDENCE FILE 1
Environmental Health - Public
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SITE INFORMATION AND CORRESPONDENCE FILE 1
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Last modified
3/6/2019 2:26:31 PM
Creation date
3/6/2019 1:34:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
FILE 1
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
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EHD - Public
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INVITATION FOR BID <br /> and <br /> BID SPECIFICATIONS <br /> Nomellini Construction Co. <br /> 1045 West Charter Way, Stockton, California <br /> I. INTRODUCTION <br /> Nomellini Construction Co. is requesting bids from qualified environmental consultants for design, <br /> installation, operation and monitoring of a hydrocarbon-impacted soil and ground water remediation <br /> system at 1045 West Charter Way in Stockton, California. The approximate location of the site is <br /> illustrated on Figure 1 . A plan of the site is illustrated on Figure 2. <br /> 11. BACKGROUND <br /> The following is a summary of investigation work previously performed at the site: <br /> • In August 1988, two 1 ,000-gallon gasoline underground storage tanks (USTs) were removed <br /> from the site. Following tank removal activities, soil samples were collected beneath both <br /> tanks and submitted to a state certified laboratory for analysis of petroleum hydrocarbons. <br /> Analytical results of soil samples collected from beneath the USTs indicated that substantial <br /> petroleum hydrocarbon concentrations 1,vere 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 nineteen soil borings were completed as two-inch diameter monitoring <br /> wells (MW- 1 through MW-9). Extensive petroleum hydrocarbon-impacted soil and ground <br /> aa <br /> water, including free product, was encountered during assessment of the site. <br /> • In July 1995, one dual-purpose soil vapor extraction/ground water extraction well (EW4 ), <br /> and two soil vapor extraction wells (VW. 1 , VW-2) were installed at the site. In 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 /> • Between February 1991 and February 1997, eleven ground water monitoring/sampling <br /> events were performed at the site. During this time, concentrations of dissolved petroleum <br /> hydrocarbons indicated an increasing trend from the "core" area wells, and decreasing a trend <br /> from the perimeter wells. <br />
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