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SU0010220 SSCRPT
Environmental Health - Public
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SU0010220 SSCRPT
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Last modified
5/7/2020 10:04:57 AM
Creation date
9/4/2019 11:09:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0010220
PE
2611
FACILITY_NAME
PA-1400176
STREET_NUMBER
3263
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
APN
13207010
ENTERED_DATE
9/12/2014 12:00:00 AM
SITE_LOCATION
3263 E CHEROKEE RD
RECEIVED_DATE
9/9/2014 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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\MIGRATIONS\C\CHEROKEE\3263\PA-1400176\SU0010220\SSCR RPT.PDF
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EHD - Public
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286 <br /> GEOCHECK" - PHYSICAL SETTING SOURCE SUMMARY _ <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 /> 5 46 inches 59 inches cemented Not reported Not reported Max: 0.01 Max: Min' <br /> Min:0 - <br /> Soil Map ID: 2 <br /> Soil Component Name: STOCKTON <br /> Soil Surface Texture: fine sandy loam <br /> Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high <br /> water table,or are shallow to an impervious layer. <br /> Soil Drainage Class: Somewhat poorly drained <br /> Hydric Status: Not hydric <br /> Corrosion Potential- Uncoated Steel: High <br /> Depth to Bedrock Min: > 0 inches <br /> Depth to Watertable Min: > 152 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 16 inches fine sandy loam Granular COARSE-GRAINED Max:42 Max:8.4 <br /> materials(35 SOILS,Sands, Min: 14 Min:7.4 <br /> pct.or less Sands with fines, <br /> passing No. Silty Sand. <br /> 200),Silty,or <br /> Clayey Gravel <br /> and Sand. <br /> 2 16 inches 53 inches clay Silt-Clay FINE-GRAINED Max: 1.4 Max:8.4 <br /> Materials(more SOILS,Silts and Min:0.42 Min:7.4 <br /> than 35 pct. Clays(liquid <br /> passing No. limit 50%or <br /> 200),Clayey more),Fat Clay. —. <br /> Soils. <br /> 3 53 inches 57 inches clay loam Silt-Clay FINE-GRAINED Max: 1.4 Max:8.4 <br /> Materials(more SOILS,Silts and Min:0.42 Min:7.9 <br /> than 35 pct. Clays(liquid _ <br /> passing No. limit less than <br /> 200),Silty 50%),Lean Clay <br /> Soils. <br /> TC3968211.2s Page A-7 <br />
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