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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544915
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
11/19/2024 1:57:05 PM
Creation date
10/3/2019 8:11:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544915
PE
3528
FACILITY_ID
FA0003884
FACILITY_NAME
GOLDEN EAGLE AVIATION INC
STREET_NUMBER
23987
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
02
SITE_LOCATION
23987 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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San Joaquin County DIRECTOR <br /> Donna Heran,REHS <br /> Environmental Health Department ASSISTANT DIRECTOR <br /> 600 East Main Street <br /> Laurie Cotulla,REHS <br /> c <br /> m Stockton, California 95202-3029 PROGRAM COORDINATORS <br /> ����� < <br /> Carl Borgman,REHS <br /> Mike Huggins,REHS,RDI <br /> c AP Website: www.sjgov.org/ehd Margaret Lagorio,REHS <br /> i 6 Phone: (209)468-3420 Robert McClellon,REHS <br /> Fax: (209)464-0138 .teff Carruesco, REHS, RDI <br /> Kasey Foley, REHS <br /> January 13,2009 <br /> Mr. Robert Kupka <br /> Lodi Airport Corporation <br /> Post Office Box 10 <br /> Acampo, California 95220 <br /> Subject: Golden Eagle Aviation <br /> 23987 North Highway 99 <br /> Acampo, California 95220 <br /> The San Joaquin County Environmental Health Department (EHD) has reviewed Soil Vapor <br /> Survey Work Plan Addendum, dated November 24, 2008, prepared and submitted by Advanced <br /> GeoEnvironmental, Inc. (AGE) on your behalf for the above-referenced site. In the addendum, <br /> AGE proposes to advance four additional soil borings to total depth of approximately twenty feet <br /> below surface grade (bsg); advance the previously-approved soil vapor borings using a hand <br /> auger instead of direct push Geoprobe technology or a hand-held gas vapor probe; and install <br /> dedicated temporary vapor points at previously-approved soil vapor boring locations instead of <br /> Geoprobe soil vapor assemblies or hand-held gas vapor probes. <br /> AGE proposes to advance the four additional borings using Geoprobe direct push technology at <br /> locations illustrated in Figure 3 of the addendum. The four locations are approximately where <br /> significant concentrations of petroleum hydrocarbon contaminants had been detected in soil <br /> borings SB-1, SB-2, 3E@15, and lE@13 in 1999. AGE proposes to collect soil samples at five- <br /> foot intervals for analysis of total petroleum hydrocarbons quantified as aviation fuel (TPH-ag); <br /> benzene, toluene, ethyl benzene, and total xylenes (BTEX); and methyl tertiary-butyl ether <br /> (MTBE). AGE also proposes to document soil lithology and field-screen soil samples for volatile <br /> organic compounds using a photo-ionization detector. The EHD approves the advancement of <br /> the four additional borings as proposed by AGE. This is in addition to the two shallow soil <br /> borings advanced to approximately five feet bsg previously approved by the EHD by letter dated <br /> July 23,2007. <br /> AGE proposes to advance eight soil vapor borings to approximately five feet bsg using a hand <br /> auger and collect soil gas samples at approximately four-and-a-half to five feet bsg using <br /> temporary soil vapor points. The EHD approves the use of temporary soil vapor points with the <br /> following conditions. Upon installing the temporary soil vapor points, the system is to be <br /> allowed to equilibrate for at least forty-eight hours prior to collecting soil gas samples. A leak <br /> test usingan appropriate leak-detector compound such as 1,1-difluoroethane is to be performed at <br /> all potential ambient air intrusion locations. The leak-detector compound must be added to the <br /> list of analytes reported for soil gas samples. Following soil-gas-sample collection, remove <br /> casings, soil vapor points, sand and bentonite, then hand auger the borings to total depth and <br /> backfill the boreholes with portland cement from total depth to surface. <br />
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