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SR0087039_SSNL
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2600 - Land Use Program
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SR0087039_SSNL
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Last modified
1/19/2024 10:01:34 AM
Creation date
9/6/2023 4:38:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0087039
PE
2602
STREET_NUMBER
1153
Direction
S
STREET_NAME
GOLDEN GATE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15713034
ENTERED_DATE
8/7/2023 12:00:00 AM
SITE_LOCATION
1153 S GOLDEN GATE AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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SJGOV\gmartinez
Tags
EHD - Public
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The surface and near surface soils located at the Site are reported by the USDA Web <br /> Soil Survey to be composed of Galt-Urban land complex (Plate 11) (USDA, 2023). The <br /> table below presents some selected properties of this soil: <br /> Table 1. Selected Properties of On-Site Soils (USDA, 1992) <br /> Soil Name and Depth Unified Soil Salinity Soil Perme- Septic tank <br /> Map Symbol (in) Classification mmhos/cm Reaction ability absorption <br /> pH (in/hr) fields <br /> Galt-Urban land 0-25 Clay; CL, CH <2 6.1-7.3 0.06-0.2 Severe: <br /> complex, 0-2% 25-34 Clay, Silty clay; CL, CH <2 6.6-8.4 0.06-0.2 cemented <br /> slopes, 162 34-60 Cemented --- --- --- pan, peres <br /> slowly. <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 July 12, 2023, Live Oak excavated shallow and deep soil borings near the proposed <br /> septic disposal area for the new house on the Site. The borings were four inches in <br /> diameter, 1.81 and 4.48 feet deep, and were excavated by hand auger. The location of <br /> the borings is indicated on Plate 12. <br /> The soil in the borings was similar to that described by the Soil Survey. Clay was <br /> encountered to a depth of 4 feet, followed by cemented sandy clay to the full depth of <br /> the hole. The soil log is presented on Plate 13. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the boring, there appears to be limited potential for <br /> percolation in the soil zones observed. Sandy soils generally have a much greater <br /> potential for percolation than fine-grained or cemented soils. However, a percolation <br /> test is the only accepted method for determining the suitability of the soils for a septic <br /> disposal area. Percolation test results are discussed in the following section. <br /> Percolation Test <br /> A shallow and deep percolation test was conducted near the proposed septic disposal <br /> area for the new house on the Site. The soil borings discussed above were used for the <br /> percolation test holes. Percolation test procedures conformed to San Joaquin County <br /> Environmental Health Department policy. <br /> LOGE 2325 Page 5 <br />
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