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SU0006302 SSNL
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SU0006302 SSNL
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Entry Properties
Last modified
5/7/2020 11:32:17 AM
Creation date
9/9/2019 10:37:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006302
PE
2622
FACILITY_NAME
PA-0600570
STREET_NUMBER
25965
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
APN
00115055 56
ENTERED_DATE
10/11/2006 12:00:00 AM
SITE_LOCATION
25965 N THORNTON RD
RECEIVED_DATE
10/10/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\T\THORNTON\25965\PA-0600570\SU0006302\SS STDY.PDF
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EHD - Public
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L <br /> ` September 25,2006 <br /> NOA Project Number: E06102B <br /> �- <br /> V/'5.0 SOIL PROFILE AND GEOLOGIC INFORMATION <br /> The Site is depicted on the USGS Preliminary Geologic Map of the Lodi and Galt Quadrangle as <br /> within the Quaternary Riverbank Formation. Quaternary Riverbank Formation (upper,lower and <br /> middle members) these units are arkosic alluvium forming Mokelumne River terraces and alluvial <br /> fan;chiefly sand;probably glacial outwash lower fans; abundant volcanic detritus (Plate 7). <br /> /The surface and near surface soils located at the Site are reported by the San Joaquin County Soil Survey <br /> to be composed of Sailboat silt loam,drained,0-2% slopes, (Plate 8) (USDA, 1992). Table 3 <br /> presents some selected properties of these soils: <br /> Table 3. <br /> r. 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/hr) fields <br /> Sailboat silt 0-8: Silt loam;CL-ML,ML <2 6.1-7.3 0.6-2.0 Severe <br /> ` loam,0-2% 8-23: Stratified sandy loam to silty clay <2 6.6-7.8 .2-.6 flooding, <br /> slopes,234 loam;CL-ML,CL peres slowly <br /> 23-61: Stratified sandy clay loam to silty <2 7.4-8.4 .2-.6 <br /> �. clay loam <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> 6= Y/5.1 Soil Boring Locations <br /> A total of two soil borings were advanced on the Site,both borings to a depth of approximately <br /> 1.. three feet.The soil borings were used later for percolation test holes;the locations of the borings are <br /> indicated in Plate 1. <br /> X5.2 Soil Boring Dimensions <br /> The soil borings were three feet deep, as noted above,and were four inches in diameter. <br /> �. X5.3 Soil Lithology Observed <br /> v Generally, the soil encountered in the borings is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). Table 4 presents the representative soil log for the <br /> 8.5 foot deep soil boring. Conditions were comparable in the shallow holes. <br /> 5 <br />
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