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SU0003925 SSCRPT
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SU0003925 SSCRPT
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Entry Properties
Last modified
5/7/2020 11:30:20 AM
Creation date
9/6/2019 10:39:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSCRPT
RECORD_ID
SU0003925
PE
2622
FACILITY_NAME
PA-0200284
STREET_NUMBER
19300
Direction
E
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
19300 E KETTLEMAN LN
RECEIVED_DATE
6/27/2002 12:00:00 AM
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\K\KETTLEMAN\19300\PA-0200284\SU0003925\SSC RPT.PDF
Tags
EHD - Public
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Surface and Subsurface Contamination Report------APN: 053—15 -04------ arcel Nos. 1, 2, 3, & 4 <br /> Kaseber Fine Sandy Loam <br /> Kaseber Fine Sandy Loam soil is typically a well drained, undulating to rolling <br /> soil on dissected terraces. It is shallow to a hardpan. It formed in material weathered from <br /> weakly consolidated or moderately consolidated sandstone. <br /> Typically, the surface layer and the upper part of the subsoil are light brownish— <br /> gray, pale brown and pinkish gray fine sandy loam about 17"thick.. The lower part of the <br /> subsoil is a very pale brown hardpan about 3"thick. Light gray sandstone is at a depth of <br /> about 20".In some areas the surface layer is a loamy sand, gravely sandy loam, sandy <br /> loam or loam. <br /> Permeability is moderate. Available water capacity is very low. Run off is slow <br /> or medium and the hazard of water erosion is moderate. <br /> The characteristics of the two soils to be encountered at various depths below the <br /> ground surface are as follows: <br /> COMEDA SANDY LOAM <br /> Depth Liquid Plasticity Permeability <br /> In Inches Material Limit Index % Clay (Inches/Hour) <br /> 0" -22" Sandy Loam 20-30 NP - 10 10 - 20 0.10-0.13 <br /> 22"- 36" Sandy Clay, Clay, 40-60 20 - 35 35- 50 0.40-0.60 <br /> Clay Loam <br /> 36"—60" Stratified Sandy Loam, 20—35 NP— 15 10- 30 0.08-0.10 <br /> to Sandy Clay Loam <br /> KASEBER FINE SANDY LOAM <br /> Depth Liquid Plasticity Permeability <br /> In Inches Material Limit Index % Clay (Inches/Hour <br /> 0"— 16" Fine Sandy Loam 20—30 NP - 5 10-20 0.60-0.20 <br /> 16"— 17" Indurated ------- ------- -------- -------- ------------- <br /> 17" Weathered Rock -------- -------- -------- -------------- <br /> DBCP & NITRATE CONCENTRATIONS& UNDERGROUND TANKS DATA <br /> Maps entitled "DBCP and Nitrate—Land Use"available in the Environmental <br /> Health Department's office were consulted and contained the following chemical <br /> concentrations in the area of the subject property: <br /> DBCP was not detected Nitrate was less than 20 ppm <br /> A binder entitled"Underground Tank Site Mitigation Database List" also <br /> available in the Environmental Health Department's office was consulted and no <br /> underground tanks were listed in the binder for the subject property. <br /> T illinn P"r1Pr"AAQ---- ioloo WPCt T(mtlpman T.AnP-----I mi-----CAGfnmiA 09740 7 <br />
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