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2900 - Site Mitigation Program
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PR0009011
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Last modified
5/19/2020 1:53:35 PM
Creation date
5/19/2020 1:49:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0009011
PE
2954
FACILITY_ID
FA0004080
FACILITY_NAME
NAVCOMSTA
STREET_NUMBER
305
Direction
W
STREET_NAME
FYFFE
STREET_TYPE
ST
City
STOCKTON
Zip
952035000
CURRENT_STATUS
01
SITE_LOCATION
305 W FYFFE ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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NAVCOM 3 30 August 1990 <br /> AREA 1 - LANDFILL AREA <br /> Well W-11 TCE = 7400 ppb <br /> DCE = 3100 ppb <br /> Piezometer P142B Methylene Chloride = 6000 ppb <br /> TCE = 7400 ppb <br /> DCE = 2700 ppb <br /> AREA 3 - FIRE FIGHTING AREA <br /> Well W-1 Benzene = 1200 ppb <br /> Toluene = 5300 ppb <br /> Xylene = 2800 ppb <br /> DCE = 75000 ppb <br /> AREA 4 - GSA DAMAGE CONTAINER STORAGE AREA <br /> Well W-3 PCE = 8600 ppb <br /> TCE = 5200 ppb <br /> DCE = 3800 ppb <br /> AREA 5B - UNDERGROUND WASTE OIL TANK <br /> Wells W-1,2,3 Benzene 4 to 19 ppb <br /> Ethyl Benzene 17 to 550 ppb <br /> Xylene 3.7 to 1680 ppb <br /> 5) The chemicals of concern identified in the Kleinfelder sampling program of <br /> the drainage channels in Areas 1 and 3 included pesticides and VOCs similar <br /> to those found in the ground water. The maximum VOC levels in Area 1 and <br /> Area 3 were 27 ppb and 157 ppb respectively. The maximum pesticide level in <br /> Area 3 was 0.3 ppb. <br /> The MARK Group concluded that due to the apparently random occurrence of VOCs in the <br /> site's ground water, and due to the unique site-specific features of the island, it <br /> will be necessary to collect additional data prior to assessing the potential <br /> environmental impacts of the ground water contamination. The data gaps identified by <br /> the MARK Group, and which are intended to be answered by the Interim Investigation, <br /> include: <br /> 1) Hydraulic continuity between Burns Cutoff and ground water; <br /> 2) Effects of storm drains on ground water; <br /> 3) Seasonal/tidal effects on ground water and storm drain system; <br /> 4) Confirmation of shallow ground water flow; <br /> 5) Confirmation of intermediate ground water flow; <br />
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