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SU0005934 SSNL
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SU0005934 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:55 AM
Creation date
9/6/2019 9:59:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005934
PE
2622
FACILITY_NAME
PA-0600101
STREET_NUMBER
26222
Direction
E
STREET_NAME
MAHON
STREET_TYPE
AVE
City
ESCALON
APN
22702013
ENTERED_DATE
2/28/2006 12:00:00 AM
SITE_LOCATION
26222 E MAHON AVE
RECEIVED_DATE
2/28/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\M\MAHON\26222\PA-0600101\SU0005934\SS STDY.PDF
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EHD - Public
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L V <br /> L December 7,2005 <br /> NOA Project Number: E05141B <br /> tr <br /> 5.0 SOIL PROFILE AND GEOLOGIC INFORMATION <br /> LThe Site is depicted on the California Geological Survey Geologic Map of Cenotioic Deposits of the San <br /> Francisco-San Jose Quadrangle(1991) as within the CDMG Map 5A. The Modesto Formation consists <br /> Lof Arkosic alluvium forming Mokelumne River terraces and alluvial fan; chiefly sand with minor <br /> gravel and silt;probably glacial outwash (Plate 7). <br /> LThe surface and near surface soils located at the Site are reported by the San Joaquin County Soil Suwvey <br /> to be composed of Veritas fine sandy loam, 0-2%slopes (Plate 8) (USDA, 1992). Table 2 presents <br /> some selected properties of these soils: <br /> 6. Table 2. <br /> San Joaquin County Soil Survey <br /> Selected Soil Properties of On-Site Soils. <br /> Soil Name Depth Unified Soil Classification Salinity Soil Perme- Septic tank <br /> and Map (in) mmhos/cm Reaction ability absorption <br /> Symbol pH (in/ht) fields <br /> _ <br /> Veritas fine 0-15 Fine sandy loam;Sm,SC-SM <4 7.4-8.4 20.-6.0 Moderate: <br /> sandy loam, 15-54 Sandy loam,fine sandy loam; <4 7.4-8.4 2.0-6.0 flooding, <br /> 0-2% Sm,SC-SM cemented <br /> slopes,266 Paz' <br /> 54-70 Cemented <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> 5.1 Soil Boring Locations <br /> A total o£6 oil borings were advanced on Site, three boxings to a depth of approximately three <br /> L feet and a borings to a depth of arotm ct 13 f t. The soil borings were used latex for percolation <br /> test holes; the locations of the borings are m Gated n late 1. 7 <br /> L 5.2 Soil Boring Dimensions <br /> The soil borings were approximately three or 13 feet deep,as noted above, and were four inches in <br /> diameter. <br /> L <br /> 7 <br /> L .*44 <br /> L <br />
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