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SU0005197 SSNL
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SU0005197 SSNL
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Entry Properties
Last modified
5/7/2020 11:31:31 AM
Creation date
9/6/2019 10:30:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005197
PE
2626
FACILITY_NAME
PA-0500424
STREET_NUMBER
1525
Direction
E
STREET_NAME
JAHANT
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00315008
ENTERED_DATE
7/13/2005 12:00:00 AM
SITE_LOCATION
1525 E JAHANT RD
RECEIVED_DATE
7/12/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\J\JAHANT\1525\PA-0500424\SU0005197\NL STDY.PDF
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EHD - Public
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August 5, 2005 <br /> NOA Project Number: E05098A <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 Bruella sandy loam,hard substratum, 0-2% slopes and San Joaquin loam, thick <br /> surface, 0-2% slopes (Plate 8) (USDA, 1992). Table 2 presents some selected properties of these <br /> soils: - <br /> 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 Pernie-. Septic tank <br /> and Map (in) mmhos/cm Reaction : ability absorption <br /> S mbol -pH_. (in/.hr) eld <br /> Bruella 0-8: Sandy loam;SC-SM;SM' <2 6.1 -73 2.0-6.0 Severe:peres <br /> sandy loam, 8-42: Sandy loam,sandy clay loam;SC <2 6.1 73— 0.2-0.G slowly <br /> hard... 42-60: Sandy clay loam,sandy clay;SC .<2 6.1 -7:3- 0.2-0.6 <br /> 0.6 <br /> substratum, _ <br /> 0-2% <br /> San Joaquin 0-12: Loam;CL ML,ML <2 5.6-6.5 0.6-2.0 Severe: <br /> loam,thick 12-26: Sandy clay loam;SC <2 64 -7.3— 0.2-0.6 cemented <br /> surface, 26-35:_ Clay loam,clay;CL <2 6.1 -7.8 <0.06 pan,peres <br /> 0-2% 35-60: Indurated --- --- --- slowly <br /> slopes,240. <br /> Dote:The table descriptions do not necessarily reflect site-specific soil properties. <br /> Al Soil Boring Locations <br /> A total of four soil borings were advanced on the Site, two borings to a depth of approximately <br /> three feet and two borings to a depEh of around,25feet. -The soil borings we`re used-later for <br /> + percolation test holes; the locations of the borings are indicated in Plate 1. <br /> /5.2 Soil Boring Dimensions <br /> e soil borings were 25 feet or three feet-deep, as noted above;and were four 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). Table 3 presents the representative soil log for the 25 <br /> --foot-deep soil boring. Conditions were comparable in the shallow boles. <br /> 6 <br />
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