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SU0011137 SSNL
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SU0011137 SSNL
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Entry Properties
Last modified
5/7/2020 11:34:58 AM
Creation date
9/6/2019 10:49:39 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011137
PE
2622
FACILITY_NAME
PA-1600265
STREET_NUMBER
28801
Direction
S
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
25333033
ENTERED_DATE
12/6/2016 12:00:00 AM
SITE_LOCATION
28801 S LEHMAN RD
RECEIVED_DATE
12/6/2016 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\L\LEHMAN\28801\PA-1600265\SU0011137\SS STDY.PDF
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EHD - Public
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• Soil Profile and Geologic Information <br /> The Site is mapped on the Geologic Map of California: San Jose sheet (Rogers, 1966). <br /> It is depicted within a map unit of Great Valley fan deposits (Plate 7). <br /> The surface and near surface soils located at the Site are reported by the Web Soil <br /> Survey (USDA, 2016) to be composed of Capay clay and Vernalis clay loam (Plate 8). <br /> The table below presents some selected properties of these 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 /> Capay Clay, 0-20: Clay: CH, CL <2 6.6 - 8.4 0,06 - 0.2 Severe: <br /> 0-2% 20-60: Clay, silty clay: CL, CH <2 6.6 - 8.4 0.06 - 0.2 peres slowly <br /> slopes, 118 <br /> Capay Clay, 0-20: Clay; CH, CL <4 6.6 - 8.4 0.06 - 0.2 Severe: <br /> wet, 0-2% 20-44: Clay, silty clay: CH, CL <4 6.6 - 8.4 0.06 - 0.2 peres slowly <br /> slopes, 121 44-60: Silty clay loam, clay <4 6.6 -8.4 0.06 - 0.2 <br /> loam: CL <br /> Vernalis 0-9: Clay loam; CL <2 6.6 - 8.4 0.2 -0.6 Severe: <br /> clay loam, 9-47: Loam, silt loam, clay <2 7.4 - 8.4 0.6 -2.0 peres slowly <br /> wet, 0-2% loam; CL, CL-ML <br /> slopes, 47-60: Stratified sandy loam to <2 7.9 - 8.4 0.6 -2.0 <br /> 269 clay loam, CL, CL-ML <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. See description of the map unit for <br /> composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On November 1, 2016, Live Oak excavated a shallow soil boring on the proposed <br /> homesite parcel of the Site for the purpose of conducting a percolation test. The boring <br /> was four inches in diameter, 3.32 feet deep, and was excavated by hand auger (Table <br /> 2). The location of the boring is indicated on Plate 9. <br /> The soil in the boring was similar to that described by the Soil Survey. Clay was <br /> encountered to a depth of 1.5 feet, followed by silty clay to a depth of 2.3 feet, then silty <br /> clay with sand to the full depth of the hole. The soil log is presented on Plate 10. <br /> • <br /> LOGE 1626 Page 4 <br />
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