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2200 - Hazardous Waste Program
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PR0514254
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Last modified
5/4/2020 6:01:19 PM
Creation date
4/27/2020 12:24:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0514254
PE
2220
FACILITY_ID
FA0010254
FACILITY_NAME
LIONUDAKIS FIREWOOD
STREET_NUMBER
20451
STREET_NAME
MCHENRY
STREET_TYPE
AVE
City
ESCALON
Zip
95320
APN
24712012
CURRENT_STATUS
01
SITE_LOCATION
20451 MCHENRY AVE
P_LOCATION
06
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\HW\HW_2220_PR0514254_20451 MCHENRY_.tif
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EHD - Public
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Lionudakis Firewood, Inc. <br />Page 2 of 6 <br />The results indicate the 13.5 -foot and 14 -foot samples from boring B3 contained DROs at <br />concentrations of 3,180 and 9,660 milligrams per kilogram (mg/Kg), respectively. The pit solids <br />contained MORO at a concentration of 2,430 mg/Kg. No VOCs were detected above laboratory <br />detection limits. <br />1.2 Hydrogeologic Setting <br />The Site is situated in the northern portion of the San Joaquin Valley (SJV) part of the Great <br />Valley Geomorphic Province (GVP). The GVP, an elongated lowland nearly 500 miles long and <br />50 miles wide, lies between the Sierra Nevada Province to the east and Coast Ranges Province to <br />the west. The GVP stretches from Red Bluff to Bakersfield and is bordered by the Klamath <br />Mountains Province to the north and the Transverse Ranges Province to the south (Norris, 1990). <br />The near surface geology, typical of the SJV, is comprised of unconsolidated alluvial deposits of <br />Pleistocene to Holocene age consisting of intercalated beds of gravel, sand, silt and clay. The <br />thickness of the older alluvium in the Escalon area averages approximately 450 feet. Underlying <br />the older alluvium are Plio/Pleistocene continental deposits of similar derivation and lithology. The <br />older alluvium functions as the most important aquifer in the site area (USGS Professional Paper <br />1401-C, 1986). <br />Soils developed on the alluvium are generally well drained, differing from the parent material only <br />in the increased volume of organic matter (DWR Bulletin No. 146, 1967). The soil type in this <br />area is well drained to somewhat excessively drained, coarse textured and moderately coarse <br />textured soils that are deep to a cemented hardpan or are very deep; on dunes, alluvial fans and <br />low fan terraces (USDA, 1992). <br />The important bodies of surface water in proximity to the site are the Stanislaus, Tuolumne, and <br />San Joaquin Rivers. The Stanislaus and Tuolumne Rivers are located approximately 2 1/2 and 10 %2 <br />miles south of the site, respectively. These two rivers flow in a westerly direction and are <br />tributaries to the San Joaquin River, located approximately 14 miles west of the site. The northerly <br />flowing San Joaquin River drains the San Joaquin Valley. Existing and potential beneficial uses of <br />these surface water bodies include domestic water supply, irrigation, industrial supply, groundwater <br />recharge, freshwater replenishment, hydroelectric power, recreation, freshwater habitat, wildlife, <br />fish migration, and fish spawning (CRWQCB Water Quality Control Plan, 1991). <br />The existing and potential uses of groundwater in the area include irrigation, private and municipal <br />water supply, stock watering, process water, and service supply (CRWQCB Water Quality Control <br />Plan, 1991). The "older alluvium" is the most extensively developed geologic unit in the area and <br />hosts both unconfined and confined zones. The unconsolidated, mostly coarse grained nature of the <br />aquifer material results in high well yields. Specific capacities of wells completed in the older <br />alluvium average 42 GPM/ft (USGS Professional Paper 1401-D, 1989). <br />Regional groundwater flow in the site area is generally in a northwesterly direction, toward the San <br />Joaquin River Delta. Published data from the San Joaquin Flood Control and Water Conservation <br />District (Fall 1998) indicate that the current depth to groundwater in the vicinity the site is <br />approximately 65 feet below grade. <br />G:IGROUNDZEILIONUDAKISIWorkPlanlWP Site Assessment and Remediation.doc <br />
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