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PR0545345
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Last modified
2/11/2020 5:23:49 PM
Creation date
2/11/2020 4:40:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545345
PE
3528
FACILITY_ID
FA0002994
FACILITY_NAME
NEW JERUSALEM SCHOOL
STREET_NUMBER
31400
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25527012
CURRENT_STATUS
02
SITE_LOCATION
31400 S KOSTER RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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y <br /> I..r <br /> MIGRATION POTENTIAL MODELING REPORT <br /> AND <br /> MONITOR WELL CLOSURE WORK PLAN <br /> +-� JULY 22, 1999 <br /> ,r 1. INTRODUCTION <br /> This Report includes conceptual modeling of contaminant migration potential and a work plan for <br /> monitor well closure for the New Jerusalem School located at 31400 Koster Road in Tracy, California <br /> (Figure 1, Appendix A). This Work Plan was prepared by Condor Earth Technologies, Inc. (Condor) on <br /> behalf of Mr. Dennis Boyer, Superintendent of the New Jerusalem School District. <br /> The work described in this report was requested by Ms. Carol Oz of the San Joaquin County Public <br /> Health Services Environmental Health Division (PHS/EHD) in a Memo dated May 7, 1999. This report <br /> includes a site background, a description of the groundwater characteristics, contaminant mass estimates, <br /> �.. a discussion of contaminant migration potential, and a monitor well closure work plan. <br /> 2. SITE BACKGROUND <br /> " A 1,000-gallon UST and a 350-gallon UST were removed from the site in July, 1989. See Figure 2, <br /> Appendix A for a site map. Analyses of a soil sample collected from beneath the 350-gallon UST <br /> indicated the presence of gasoline contamination. Analyses of a soil sample collected from seven feet <br /> below the ground surface (bgs) indicated that concentrations of benzene, toluene, ethyl benzene, and <br /> xylene (BTEX) ranged from 130 to 680 pg/kg and the concentration of total petroleum hydrocarbons <br /> quantified as gasoline (TPHG) was 37 mg/kg. A Preliminary Investigation and Evaluation Report <br /> (PIER) dated February 27, 1997 was prepared by Advanced GeoEnvironmental, Inc (AGE). The <br /> fieldwork was conducted by AGE on November 18, 1996. According to the PIER, the field investigation <br /> included the installation and sampling of three soil borings(P1, P2,and P3) and the results indicated that <br /> �.. gasoline and gasoline constituents were present in the soil and groundwater at the site. Analyses of one <br /> soil sample collected at 10 feet bgs beneath the former 350 gallon UST location indicated BTEX <br /> concentrations ranging from 0.21 to 62 mg/kg and TPH-G at 930 mg/kg. Laboratory analysis of the <br /> remaining five soil samples reported non-detect for fuel constituents (Table 1). The PIER also reported <br /> that groundwater was encountered at approximately 12 feet bgs and that the regional groundwater flow <br /> was toward the northeast. Analyses of the groundwater sample (P-2) collected from the former 350 <br /> gallon UST location indicated that BTEX compounds were detected at concentrations ranging from 140 <br /> to 4,700 µg/l and TPHG at 28 mg/I. Also,trace levels of gasoline and gasoline constituents were detected <br /> in the sample(P-3) located south of the former 350-gallon UST location(Table 3). <br /> Ms. Oz of the PHS/EHD subsequently directed the New Jerusalem School to submit a work plan to <br /> conduct additional investigative activities at the site. The investigation included the installation and <br /> s� <br /> sampling of three monitor wells, sampling and laboratory analyses of the on-site domestic well water and <br /> irrigation well water, and conducting a groundwater receptor survey within a 2,000-foot radius of the <br /> site. <br /> Three monitor wells (MW-1, MW-2, and MW-3) were installed at the site on December 21, 1998, using <br /> hollow-stem-auger drilling techniques. See Figure 2, Appendix A for a site map. The boreholes for <br /> monitor wells MW-1, MW-2, and MW-3 were drilled to depths of approximately 23,25, and 25 feet bgs, <br /> respectively. Groundwater was encountered at approximately ten feet bgs in each boring. Soil saA&S <br /> 6.e t� CONDOR <br />
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