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SU0004908 SSNL
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SU0004908 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:19 AM
Creation date
9/5/2019 11:16:35 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004908
PE
2622
FACILITY_NAME
PA-0500050
STREET_NUMBER
333
Direction
S
STREET_NAME
HEWITT
STREET_TYPE
RD
City
LINDEN
APN
18332017
ENTERED_DATE
3/16/2005 12:00:00 AM
SITE_LOCATION
333 S HEWITT RD
RECEIVED_DATE
3/15/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\H\HEWITT\333\PA-0500050\SU0004908\SS STDY.PDF
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EHD - Public
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i <br /> C <br /> 6. November 17,2005 <br /> NOA Project Number: E05152A <br /> L. map unit is described as a"heterogeneous mix of poorly sorted clay, silt, sand, and gravel;some <br /> beds of claystone, siltstone,sandstone,and conglomerate." <br /> 6. The surface and near surface soils located at the Site are reported by the San Joaquin County Soil Sung <br /> to be composed of Redding gravelly loam,2 to 8 percent slopes, San Joaquin sandy loam,0 to 2 <br /> percent slopes, and San Joaquin sandy loam,2 to 5 percent slopes (Plate 8) (USDA, 1992). Table 3 <br /> r presents some selected properties of these soils: <br /> Table 3. <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/hr) fields <br /> Redding 0-7: Gravelly loam;SC,SC-SM,GC, <2 5.1 -6.5 0.6-2.0 Severe: <br /> gravelly loam, GM-GC. cemented <br /> 2-8 percent 7-16: Gravelly loam,gravelly clay <2 5.1 -6.5 0.2-0.6 pan <br /> i slopes,220. loam;CL,CL-ML,GC,GM-GC <br /> 16-22: Clay,clay loam;CH,CL <2 5.1 -6.5 <0.06 <br /> 22-60: Indurated --- — — <br /> Sm Joaquin 0-13: Sandy loam,SM <2 5.6-6.5 0.6-2.0 Severe: <br /> sandy loam, 13-20: Clay loam,clay,CL <'_ 6.1 -7.8 <0.06 cemented <br /> 0-2 percent 20-60: Indurated -- --- --- pan,pries <br /> slopes,236. slowl <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> V 5.1 Soil Boring Locations <br /> A total of eight soil borings were advanced on the Site,to depths between three to 25 feet,as noted <br /> in Table 5. The soil borings were used later for percolation test holes; the locations of the borings J <br /> are indicated in Plate 1. <br /> 5.2 Soil Boring Dimensions <br /> The soil borings were three to 25 feet deep, as noted above, and were 10 inches in diameter. The <br /> dimensions of each boring can be found on the percolation test forms in the appendix of this report. <br /> 5.3 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). Table 4 presents a soil log for the 25-foot deep soil <br /> borings. Conditions were comparable in all borings,expect that cobbles were encountered at 25 feet <br /> 6 <br /> L <br /> V <br />
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