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SU0007632 SSNL
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SU0007632 SSNL
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Entry Properties
Last modified
5/7/2020 11:33:09 AM
Creation date
9/5/2019 11:19:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007632
PE
2631
FACILITY_NAME
PA-0900048
STREET_NUMBER
3929
Direction
N
STREET_NAME
HUBBARD
STREET_TYPE
AVE
City
STOCKTON
APN
08707056
ENTERED_DATE
3/16/2009 12:00:00 AM
SITE_LOCATION
3929 N HUBBARD AVE
RECEIVED_DATE
3/13/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\H\HUBBARD\3929\PA-0900048\SU0007632\NL STDY.PDF
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EHD - Public
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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 (m) Classification mmhos/cm pH (in/hr) fields <br /> Hollenbeck 0-10 Silty clay; CH, CL <2 6.6-8.4 0.06-0.2 Severe: <br /> Silty clay, o- 10-37 Clay, silty clay; CH, CL <2 6.6-8.4 0.06-02 peres slowly <br /> 2 % slopes, 37-42 Silty clay loam, clay <2 6.6-8.4 0.2-0.6 <br /> 173 loam; CL <br /> 42-60 Cemented --- --- --- <br /> Note-The table descriptions do not necessarily reflect site-specific soil properties- <br /> 'See description of the map unit for composition and behavior characteristics of the map unit. <br /> Soil Borings <br /> 5�5 <br /> On October 16, 2009, LOGE excavated one shallow and one deep soil boring on the <br /> Site (two borings total) for the purpose of conducting percolation tests. The borings <br /> r it i were four inches in diameter and were excavated by hand auger. The shallow boring <br /> was 3.35 feet deep; the deep boring was 11.75 feet deep. The boring locations are <br /> indicated on Plate 2. <br /> The soil in the borings was within the range of what would be anticipated based on the <br /> i Soil Survey data reviewed. Soils encountered ranged from silty clay at the surface to /5 <br /> fine sand with silt at ten feet depth. A soil log is attached as Plate 11. <br /> Discussion of Soil Lithology <br /> Based on the soils observed in the borings, there appears to be moderate potential for r <br /> percolation within the shallow zone and good potential for percolation within the deep <br /> soil zone. The deeper soil consisted of fine sand with silt, and sandy soils generally <br /> have a much greater potential for percolation than fine-grained or cemented soils. <br /> However, a percolation test is the only accepted method for determining the suitability of <br /> the soils for a septic disposal area. Percolation test results are discussed in the <br /> following section. <br /> Percolation Test <br /> Two percolation tests, one shallow and one deep, were conducted on the Site; the soil <br /> borings discussed above were used for the percolation test holes (Plate 2). Percolation <br /> test procedures conformed to San Joaquin County Environmental Health Department <br /> policy. <br /> LOGE0914 Page 5 <br />
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