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SU0006590_SSC RPT
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2600 - Land Use Program
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PA-0700252
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SU0006590_SSC RPT
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Entry Properties
Last modified
11/20/2024 9:22:01 AM
Creation date
9/4/2019 6:14:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSC RPT
RECORD_ID
SU0006590
PE
2622
FACILITY_NAME
PA-0700252
STREET_NUMBER
15283
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
APN
01912020 21
ENTERED_DATE
6/1/2007 12:00:00 AM
SITE_LOCATION
15283 E HWY 88
RECEIVED_DATE
5/31/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\E\HWY 88\15283\PA-0700252\SU0006590\SSC RPT.PDF
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EHD - Public
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E <br /> I #� <br /> h. <br /> y. <br /> GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY <br /> Ii r <br /> DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY <br /> The U.S. Department of Agriculture's(USDA)Soil Conservation Service(SCS) leads the National Cooperative Soil <br /> Survey(NCSS)and is responsible for collecting,storing, maintaining and distributing soil survey information <br /> for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns <br /> in a landscape.The following information is based on Soil Conservation Service SSURGO data. <br /> Soil Map ID: 1 <br /> Soil Component Name: VIVA <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: Well drained. Soils have intermediate water holding capacity. Depth to <br /> water table is more than 6 feet. <br /> Hydric Status: Soil does not meet the requirements for a hydric soil. <br /> Corrosion Potential-Uncoated Steel: MODERATE <br /> Depth to Bedrock Min: >0 inches <br /> Depth to Bedrock Max: >0 inches <br /> Soil Layer Information <br /> Boundary Classification <br /> Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction <br /> Rate(in/hr) (pH) <br /> 1 0 inches 9 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 6.00 Max: 7.30 <br /> Materials(more SOILS,Sands, Min: 2.00 Min: 6.10 <br /> than 35 pct. Sands with fines, <br /> passing No. Silty Sand. <br /> 200),Silty <br /> Soils, <br /> 2 9 inches 37 inches sandy loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 7.30 <br /> Materials(more SOILS,Silts and Min: 0.60 Min: 6.10 <br /> than 35 pct. Clays(liquid <br /> passing No. limit less than <br /> 200),Silty 50%),Lean Clay. <br /> Soils. FINE-GRAINED <br /> SOILS,Silts and <br /> Clays(liquid <br /> limit less than <br /> 50%),silt. <br /> 3 37 inches Winches stratified Silt-Clay FINE-GRAINED Max: 2.00 Max: 7.30 <br /> Materials(more SOILS,Silts and Min: 0.60 Min: 6.10 <br /> than 35 pct. Clays(liquid <br /> passing No. limit less than <br /> 200).Silty 50%),silt. <br /> Soils. <br /> TC1837351.2s Page A-6 <br /> k <br />
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