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SR0082347 SSNL
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Entry Properties
Last modified
8/18/2020 8:15:53 PM
Creation date
8/18/2020 3:03:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082347
PE
2602
FACILITY_NAME
DURAN PLACENCIA PROPERTY
STREET_NUMBER
0
STREET_NAME
BIRD
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
23919019
ENTERED_DATE
7/20/2020 12:00:00 AM
SITE_LOCATION
0 BIRD RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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On-Site Wells <br /> No wells are currently located on the Site. No well permits were identified for the Site <br /> from among the files of the San Joaquin County Environmental Health Department. <br /> Water Sample <br /> No water sample was collected as part of this investigation. <br /> Soil Profile and Geologic Information <br /> The Site is depicted on the Geologic map of the San Francisco-San Jose quadrangle, <br /> California (Wagner et al., 1991). The Site is depicted within a map unit of Holocene <br /> alluvial fan deposits (Plate 8). <br /> The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Capay clay (Plate 9) (USDA, 2019). The table below <br /> presents some selected properties of this soil: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name Depth Unified Soil Salinity Soil Perme- Septic tank <br /> and Map Reaction ability absorption <br /> Symbol (in) Classification mmhos/cm pH (in/hr) fields <br /> Capay Clay, 0-20: Clay; CH, CL <4 6.6 - 8.4 0.06 - 0.2 Severe: <br /> wet, 0-2% 20-44: Clay, silty clay: CH, CL <4 6.6 - 8.4 0.06 - 0.2 peres slowly <br /> slopes, 121 44-60: Silty clay loam, clay <4 6.6 - 8.4 0.06 - 0.2 <br /> loam: CL <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 18, 2020, Live Oak excavated a shallow soil boring near the proposed <br /> septic disposal area of the Site for the purpose of conducting a percolation test. The <br /> boring was four inches in diameter, 3.46 feet deep, and was excavated by hand auger <br /> (Table 2). The location of the boring is indicated on Plate 10. <br /> The soil in the boring was similar to that described by the Soil Survey. Clay was <br /> encountered to 1.5 feet below ground surface, followed by silty clay to 3.2 feet, followed <br /> by silty clay with calcium carbonate to the full depth of the hole. The soil log is <br /> presented on Plate 11. <br /> LOGE 20-08 Page 4 <br />
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