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SU0005730 SSNL
Environmental Health - Public
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SU0005730 SSNL
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Entry Properties
Last modified
12/27/2019 8:34:39 AM
Creation date
12/27/2019 8:31:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005730
PE
2622
FACILITY_NAME
PA-0500710
STREET_NUMBER
25050
Direction
N
STREET_NAME
WILD HARE
STREET_TYPE
LN
City
ACAMPO
Zip
95220
APN
00310025
ENTERED_DATE
10/26/2005 12:00:00 AM
SITE_LOCATION
25050 N WILD HARE LN
RECEIVED_DATE
10/26/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Brovelli Woods Page 5 of 9 <br /> Our Project Number: LGS080537 <br /> August 31, 2008 <br /> Soil Name Salinity Soil Perme- Septic tank <br /> and Map Depth Unified Soil <br /> (in) Classification <br /> mmhos Reaction ability absorption <br /> Symbol <br /> /cm pH (in/hr) fields <br /> See 238 See 238 See 238 See 238 See 238 Severe: <br /> San Joaquin cemented pan, <br /> 239 percolates <br /> slowly <br /> Xerofluvents --- --- --- --- <br /> 277 <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 /> 5.1 Soil Boring Locations <br /> A total of three (3) soil borings were advanced on the Site, two (2) borings to a depth of <br /> approximately three and a half (3.5) feet and one (1) groundwater boring to a depth of <br /> approximately eight and a half (8.5) feet. The soil borings were used later for percolation test <br /> holes; the locations of the borings are indicated in Plate 1. <br /> 5.2 Soil Boring Dimensions <br /> The soil borings were approximately 3.5 feet, as noted above, and were four (4) inches in <br /> diameter. <br /> 5.3 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). The table below presents the soil log for the soil <br /> borings. Conditions were comparable in the shallower holes. <br /> Table 2 <br /> Soil Boring Log <br /> Depth Interval (ft) Soil Type Unified Soil Classification <br /> 0-8.5 Brown, silty clay CL <br /> 5.4 Discussion of Soil Lithology <br /> A visual inspection of the soils from on-site drilling indicates little potential for percolation <br /> because of the fine-grained nature of the soils. A percolation test is the best method to <br /> determine the suitability of the soils for a septic disposal area. Please see the next section for <br /> percolation test results. Generally speaking, coarser-grained soils have much greater potential <br /> for percolation than fine-grained or cemented soils. <br /> 902 Industrial Way• Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 ('2008 Neil O.:b0crson&,Issociales.!nc <br />
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