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SR0082073 SSCRPT
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2600 - Land Use Program
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SR0082073 SSCRPT
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Entry Properties
Last modified
6/16/2020 9:08:23 AM
Creation date
6/16/2020 8:25:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SR0082073
PE
2603
FACILITY_NAME
23223 S AUSTIN RD
STREET_NUMBER
23223
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22615027
ENTERED_DATE
5/13/2020 12:00:00 AM
SITE_LOCATION
23223 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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GEOCHECK'E' - PHYSICAL SETTING SOURCE SUMMARY <br /> Soil Map ID: 2 <br /> Soil Component Name: VERITAS <br /> Soil Surface Texture: fine sandy loam <br /> Hydrologic Group: Class B-Moderate infiltration rates. Deep and moderately deep, <br /> moderately well and well drained soils with moderately coarse <br /> textures. <br /> Soil Drainage Class: Moderately well drained <br /> Hydric Status: Partially hydric <br /> Corrosion Potential-Uncoated Steel: High <br /> Depth to Bedrock Min: >0 inches <br /> Depth to Watertable Min: >0 inches <br /> Soil Layer Information <br /> Boundary Classification Saturated <br /> hydraulic <br /> Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction <br /> micro m/sec (pH) <br /> 1 0 inches 14 inches fine sandy loam Silt-Clay Not reported Max:0.01 Max: Min: <br /> Materials(more Min:0 <br /> than 35 pct. <br /> passing No. <br /> 200),Silty <br /> Soils. <br /> 2 14 inches 53 inches fine sandy loam Silt-Clay Not reported Max:0.01 Max: Min: <br /> Materials(more Min:0 <br /> than 35 pct. <br /> passing No. <br /> 200),Silty <br /> Soils. <br /> 3 53 inches 70 inches cemented Silt-Clay Not reported Max:0.01 Max: Min: <br /> Materials(more Min:0 <br /> than 35 pct. <br /> passing No. <br /> 200),Silty <br /> Soils. <br /> LOCAL/REGIONAL WATER AGENCY RECORDS <br /> EDR Local/Regional Water Agency records provide water well information to assist the environmental <br /> professional in assessing sources that may impact ground water flow direction,and in forming an <br /> opinion about the impact of contaminant migration on nearby drinking water wells. <br /> TC6032334.2s Page A-7 <br />
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