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SU0010394 SSNL
Environmental Health - Public
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SU0010394 SSNL
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Entry Properties
Last modified
5/7/2020 11:34:33 AM
Creation date
9/4/2019 5:31:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0010394
PE
2622
FACILITY_NAME
PA-1500020
STREET_NUMBER
24011
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
Zip
95320-
APN
20715006
ENTERED_DATE
2/18/2015 12:00:00 AM
SITE_LOCATION
24011 E DODDS RD
RECEIVED_DATE
2/13/2015 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\D\DODDS\24011\PA-1500020\SU0010394\SS STDY.PDF
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EHD - Public
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`.. Soil Profile and Geologic Information <br /> The Site can be found on the Geologic Map of California, San Jose sheet (Rogers, <br /> 1966). It is depicted within a map unit of Pleistocene nonmarine deposits (Plate 8). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Madera sandy loam and the Madera-Alamo complex <br /> (Plate 9) (USDA, 2014). The table below presents some selected properties of these <br /> soils: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map (in) Classification mmhos/cm Reaction ability absorption <br /> Symbol pH (in/hr) fields <br /> Madera 0-19: Sandy loam; SM <2 5.6-7.3 2.0-6.0 Severe: <br /> sandy loam, 19-23: Sandy clay loam; SC <2 6.1-7.3 0.2-0.6 cemented <br /> 0-2% 23-29: Clay, clay loam; CL, CH, <2 6.6-8.4 <0.06 pan, peres <br /> slopes, 193. SC slowly. <br /> 29-60: Indurated <2 --- --- <br /> Madera- Madera Severe: <br /> Alamo 0-10: Sandy loam; SM <2 5.6-7.3 2.0-6.0 cemented <br /> complex, 10-20: Clay, clay loam, CL, CH, <2 6.6-8.4 <0.06 pan, peres <br /> leveled, 0- SC slowly. <br /> 1% slopes, 20-60: Indurated <2 --- --- <br /> 195 <br /> Alamo Severe: <br /> 0-12 Sandy loam; SM <2 6.1-73 0.6-2.0 cemented <br /> 12-25: Clay; CH <2 6.1-7.8 <0.06 pan, <br /> 25-34: Clay; CH <2 6.6-8.4 <0.06 wetness, <br /> 34-60: Indurated --- --- --- peres <br /> slowly. <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> See description of the map unit for composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On July 9, 2014, Live Oak excavated shallow and deep soil borings on Parcels 1 and 2 <br /> of the Site for the purpose of conducting percolation tests. The borings were four <br /> inches in diameter, 3.01, 3.03, 16.55, and 17.00 feet deep, and were excavated by hand <br /> auger (Table 2). The locations of the borings are indicated on Plate 10. <br /> The soil in the borings was similar to that described by the Soil Survey. At location P1, <br /> sand-clay combinations were encountered to a depth of 4.5 feet, followed by silt-sand <br /> combinations to a depth of 9.0 feet, followed by sandy clay to a depth of 14 feet, <br /> followed by fine sand with silt to the full depth of the hole. At location P2, clay-sand <br /> combinations were encountered to 5.5 feet, followed by silt-sand combinations to a <br /> depth of 10.5 feet, followed by sand-clay combinations to a depth of 15.5 feet, followed <br /> LOGE 1415 Page 5 <br />
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