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ARCHIVED REPORTS XR0010966
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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ESCALON
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3500 - Local Oversight Program
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PR0544806
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ARCHIVED REPORTS XR0010966
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Last modified
9/5/2019 8:46:56 AM
Creation date
9/5/2019 8:18:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010966
RECORD_ID
PR0544806
PE
3528
FACILITY_ID
FA0000293
FACILITY_NAME
Pershing Holdings, Inc. DBA Esclon Arco
STREET_NUMBER
1329
STREET_NAME
ESCALON
STREET_TYPE
Ave
City
Escalon
Zip
95320
APN
22510003
CURRENT_STATUS
02
SITE_LOCATION
1329 Escalon Ave
P_LOCATION
06
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Geological Teckrricsl� <br /> City of Escalon <br /> Project No.: 750.2 Page 10 <br /> May 16,2005 <br /> F. Background wells show similar pH, EC, ORP, DO and temperature readings <br /> to those recorded in wells near the contaminated zone. The source of <br /> contamination has been removed and it is likely the site will return to <br /> background conditions via natural attenuation. <br /> G. According to the USDA Soil Survey of San Joaquin County, California <br /> (McElhiney, M. A., 1992); the soils below the site are very deep, somewhat <br /> excessively drained, nearly level soil on dunes with 0 to 2 percent slopes. The <br /> potential for health risks caused by human exposure (dermal, ingestion or <br /> inhalation) is negligible due to unlikely contact with subsurface hydrogeology. <br /> H. The potential for damage to wildlife, crops, vegetation and physical structures <br /> caused by exposure to contaminants is minimal due to the reasons discussed <br /> above in Section 3.11G. <br /> I. The persistence and permanence of the potential adverse effects are finite. It <br /> is unlikely that humans or wildlife will come in contact with the residual <br /> contaminants. The contaminants have been steadily decreasing with remedial <br /> activities and time. Contaminants will likely attenuate to background <br /> conditions. <br /> 2) Potential adverse effects on surface water quality and beneficial uses: <br /> A. Mass estimate calculations suggest there may be up to approximately 50 to <br /> 100 gallons of TPH-G remaining in the soil beneath COE. The surface areas <br /> on and near the site are capped by structures, base rock, concrete or asphalt. <br /> Impact to surface water is unlikely. <br /> B. Hydrogeological characteristics of the facility and surrounding land are <br /> relatively uniform layers of sand-silt mixtures, sands and silts. The details are <br /> discussed in Section 2.0. <br /> C. Groundwater bearing and slope average N73°W at 0.0019 ft/ft as discussed in <br /> Subsection 2.3.2. Groundwater velocity is estimated to be 0.758 to 75.8 feet <br /> per year as discussed in Subsection 2.3.4. <br /> D. There are no groundwater users within a 1,600-foot radius of the COE site as <br /> discussed in Section 3.1. There are no surface waters within a 2,000-foot <br /> radius of the COE site. <br /> E. According to the USDA Soil Survey of San Joaquin County, California <br /> (McElhiney, M. A., 1992); the soils below the site are very deep, somewhat <br /> excessively drained, nearly level soil on dunes with 0 to 2 percent slopes. The <br /> details are discussed in Subsection 2.2. It is not likely that potential future <br /> uses of groundwater in the area will be impacted. <br /> F. It is unlikely surface water uses will change in the foreseeable future. <br /> G. According to the USDA Soil Survey of San Joaquin County, California <br /> (McElhiney, M. A., 1992); the soils below the site are very deep, somewhat <br /> excessively drained, nearly level soil on dunes with 0 to 2 percent slopes. The <br /> potential for health risks caused by human, wildlife, crops or vegetation <br /> exposure (dermal, ingestion or inhalation) is negligible due to unlikely contact <br /> --' with subsurface hydrogeology. <br /> V <br />
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