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SU0006527 SSNL
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SU0006527 SSNL
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Last modified
5/7/2020 11:32:29 AM
Creation date
9/4/2019 6:43:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006527
PE
2622
FACILITY_NAME
PA-0700162
STREET_NUMBER
6902
Direction
E
STREET_NAME
FRENCH CAMP
STREET_TYPE
RD
City
MANTECA
APN
20605003
ENTERED_DATE
4/18/2007 12:00:00 AM
SITE_LOCATION
6902 E FRENCH CAMP RD
RECEIVED_DATE
4/16/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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\MIGRATIONS\F\FRENCH CAMP\6902\PA-0700162\SU0006527\SS STDY.PDF
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EHD - Public
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Dykxhoorn Page 5 of 9 <br /> Project Number: E07024B <br /> Date: October 31, 2007 <br /> The surface and near surface soils located at the site are reported by the San Joaquin County <br /> Soil Survey to be composed of Delhi loamy sand, Tinnin loamy coarse sand and Veritas fine <br /> sandy loam, all 0-2 % slopes (Plate 8) (USDA, 1992). The following table presents some <br /> selected properties of the soils: <br /> Table 1. <br /> San Joaquin County Soil Survey <br /> Selected Soil Pro erties 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 /> it Delhi, 0- Severe: <br /> 2% slopes, 0-16 Loamy sand; SM <2 6.1-7.8 6.0-20 <br /> 2% 16-26 Loamy sand, loamy fine <2 6.1-7.8 6.0-20 poor Filter <br /> sand; SM <br /> 26-60 Sand, loamy sand, fine <2 6.1-7.8 6.0-20 <br /> sand; SP-SM, SM <br /> ` Tinnin 0-28: Loamy coarse sand; SM <2 6.1-7.8 6.0-20 Ignake. <br /> loamy 28-53: Loamy coarse sand, loamy <2 6.1-7.8 6.0-20 f <br /> coarse sand; SM <2 6.6-8.4 6.0-20 <br /> sand, 0-2% 53-75: Loamy coarse sand, loamy <br /> slopes, sand, sand; SM <br /> 255 <br /> 6. Veritas, 0- 0-15 Fine sandy loam; SM, SC-SM <4 7.4-8.4 2.0-6.0 2%slopes 15-54 Sandy loam, fine sandy <4 7.4-8.4 2.0-6.0 f266 loam; SM, SC-SM 54-70 Cemented; <br /> 5.1 Soil ocations <br /> A total of two soil orings were advanced on the site, both borings to an approximate depth of <br /> three and a h�eet. The soil borings)were used later for percolation test holes; the locations of <br /> the borings are indicated in Plate 1., ' <br /> 5.2 Soil Boring Dimensions <br /> - <br /> The soil borings were both approximately three and a half feet in depth, as noted above, and " <br /> were four (4) inches in diameter. <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). The table below presents the soil log for the soil <br /> borings. <br /> '--44 <br /> V 902 Industrial Way•Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 ©2007 Neil 0.Anderson&Associates,Inc <br />
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