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SU0011609 SSNL
Environmental Health - Public
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SU0011609 SSNL
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Entry Properties
Last modified
5/7/2020 11:35:18 AM
Creation date
9/4/2019 10:40:46 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011609
PE
2625
FACILITY_NAME
PA-1700271
STREET_NUMBER
1640
Direction
N
STREET_NAME
BROADWAY
STREET_TYPE
AVE
City
STOCKTON
Zip
95205-
APN
14325012
ENTERED_DATE
12/21/2017 12:00:00 AM
SITE_LOCATION
1640 N BROADWAY AVE
RECEIVED_DATE
12/18/2017 12:00:00 AM
P_LOCATION
99
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\B\BROADWAY\1640\PA-1700271\SU0011609\SS_NL STUDY .PDF
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EHD - Public
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• Water Sample <br /> Because no wells are on Site, no water sample was collected as part of this study. <br /> Soil Profile and Geologic Information <br /> A portion of the Site is depicted on the Geologic maps of the Sacramento-San Joaquin <br /> Delta, California (Atwater, B.F., 1982). The Site is depicted within a map unit described <br /> as "alluvial fan deposits derived from unglaciated drainage basins" of the Calaveras <br /> River and vicinity (Plate 7). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Jacktone-Urban land complex (Plate 8) (USDA, 2016). <br /> The table below presents some selected properties of this soil: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name Soil Perme- Septic tank <br /> Depth Unified Soil Salinity <br /> and Map Reaction ability absorption <br /> Symbol (in) Classification mmhos/cm <br /> Y pH (in/hr) fields <br /> Jack Tone, 0-22 Clay; CL, CH <2 6.6-8.4 0.06-0.2 Severe: <br /> Urban Land 22-34 Clay loam, clay silty <2 7.9-9.0 0.06-0.2 cemented <br /> Complex, 0- clay, CL, CH pan, peres <br /> 2% slopes, 34-37 Indurated --- --- --- slowly <br /> • 181 37-46 Loam, clay loam; CL- <2 7.9-9.0 0.2-0.6 <br /> ML, CL <br /> 46-60 Cemented --- --- --- <br /> Urban land <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. See description of the map unit for <br /> composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> On February 13, 2018, Live Oak excavated one shallow soil boring on the Site for the <br /> purpose of conducting a percolation test. The boring was four inches in diameter, 3.00 <br /> feet deep, and was excavated by hand auger. The location of the boring is indicated on <br /> Plate 9. <br /> The soil in the boring was similar to that described by the Soil Survey. Sandy clay was <br /> encountered to a depth of 2.0 feet, followed by silty clay to the full depth of the hole. <br /> The log for the soil boring is presented in Plate 10. <br /> • LOGE 1806 Page 4 <br />
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