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SU0005734_SSNL
Environmental Health - Public
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EHD Program Facility Records by Street Name
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99 (STATE ROUTE 99)
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2600 - Land Use Program
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PA-0500708
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SU0005734_SSNL
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Last modified
11/19/2024 1:52:17 PM
Creation date
9/8/2019 12:58:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005734
PE
2631
FACILITY_NAME
PA-0500708
STREET_NUMBER
3304
Direction
S
STREET_NAME
STATE ROUTE 99
City
STOCKTON
APN
17908202
ENTERED_DATE
10/27/2005 12:00:00 AM
SITE_LOCATION
3304 S HWY 99
RECEIVED_DATE
10/26/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\N\HWY 99\3304\PA-0500708\SU0005734\NL STDY.PDF
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EHD - Public
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L <br /> LMay 25, 2006 <br /> NOA Project Number: E06040A <br /> L4.3 Water Sample Location <br /> L According to personal communication with Mr.Bird no wells exist on the site. No permits were <br /> found during file review at EHD on April 20, 2006. <br /> L 4.4 Water Sample Constituents <br /> 14 No wells exist on the property. No well water sample was taken. <br /> L5.0 SOIL PROFILE AND GEOLOGIC INFORMATION <br /> The Site is depicted on the California Geological Survey Geologic Map of Cenozoic Deposits of the San <br /> Francisco-San Jose Quadrangle(199 1) as within the Quarternary Modesto Formation. The Modesto <br /> Formation consists of Arkosic alluviurn forming Mokelumne River terraces and alluvial fan;chiefly <br /> sand with minor gravel and silt;probably glacial outwash (Plate 7). <br /> The surface and near surface soils located at the Site are reported by the San Joaquin County Soil Sume.y <br /> to be composed of Jacktone-Urban land Complex,0-2% slopes (Plate 8) (USDA, 1992). Table 3 <br /> presents some selected properties of these soils: <br /> Table 3. <br /> San Joaquin County Soil Survey <br /> Selected Soil Properties of On-Site Soils. <br /> Soil Name Depth Unified Soil Classification Salinity Soil Perme- Septic tank <br /> and Map (in) mmhos/cm Reaction ability absorption <br /> Symbol pH (in/hr) fields <br /> Jacktone,0- 0-22 Clay,CL,CH <2 6.6-8.4 .06-.2 Severe: <br /> 2%slopes, 22-34 Clay loam,clay,silty clay,CL- <2 7.9-9.0 .06-.2 cemented <br /> 181 CH pan,peres <br /> 3437 Indurated -- --- --- slowly <br /> 37-46 Loam,day loam,CL-ML,CL <2 7.9-9.0 .2-.6 <br /> 46-60 1 Cemented I I --- I -- <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> 5.1 Soil Boring Locations <br /> A total of 2 soil borings were advanced on the Site, one boring to a depth of approximately three <br /> feet and one boring to a depth of around 25 feet. The soil boxings were used later for percolation <br /> test holes; the locations of the borings are indicated in Plate 1. <br /> i <br /> L5.2 Soil Boring Dimensions <br /> The soil borings were approximately three or 25 feet deep,as noted above, and were four inches in <br /> 5 <br /> L <br />
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