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SR0081592 SSNL
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Entry Properties
Last modified
2/6/2020 11:09:56 AM
Creation date
2/6/2020 9:25:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081592
PE
2602
FACILITY_NAME
BELLA GARDENS WINE CELLAR
STREET_NUMBER
23563
Direction
S
STREET_NAME
MANTECA
STREET_TYPE
RD
City
MANTECA
Zip
95337
APN
22611046
ENTERED_DATE
1/2/2020 12:00:00 AM
SITE_LOCATION
23563 S MANTECA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
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 (in) Classification mmhos/cm pH (in/hr) fields <br /> Tinnin 0-28: Loamy coarse sand; SM <2 6.1-7.8 6.0-20 Severe: <br /> loamy 28-53: Loamy coarse sand, <2 6.1-7.8 6.0-20 poor filter <br /> coarse loamy sand; SM <br /> sand, 0-2% 53-75: Loamy coarse sand, <2 6.6-8.4 6.0-20 <br /> slopes, 255. loamy sand, sand; SM <br /> Veritas fine 0-15: Fine sandy loam; SM, <4 7.4-8.4 2.0-6.0 Moderate: <br /> sandy loam, 15-54: SC-SM <4 7.4-8.4 2.0-6.0 flooding, <br /> 0-2% Sandy loam, fine sandy cemented <br /> slopes, loam; SM, SC-SM pan <br /> 266 54-70: Cemented -- -- -- <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 March 22, 2019, Live Oak excavated a shallow soil boring in each proposed septic <br /> disposal area of the Site for the purpose of conducting percolation tests. The borings <br /> were four inches in diameter, 3.10 and 3.24 feet deep, and were excavated by hand <br /> auger (Table 2). <br /> The locations of the borings are indicated on Plate 13. <br /> The soil in the borings was similar to that described by the Soil Survey. Silty, fine to <br /> medium sand was encountered to the full depth of both holes. The soil log is presented <br /> on Plate 14. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the boring, there appears to be good potential for <br /> percolation in the shallow soil zone. 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 /> Shallow percolation tests were conducted in the proposed septic disposal areas of the <br /> Site. The soil borings discussed above were used for the percolation test holes (Plate <br /> LOGE 1908 Page 6 <br />
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