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SR0086726_SSNL
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2600 - Land Use Program
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SR0086726_SSNL
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Entry Properties
Last modified
6/20/2023 3:50:36 PM
Creation date
6/16/2023 2:03:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0086726
PE
2602
STREET_NUMBER
17050
Direction
E
STREET_NAME
LONE TREE
STREET_TYPE
RD
City
ESCALON
Zip
95320
APN
20321005
ENTERED_DATE
5/17/2023 12:00:00 AM
SITE_LOCATION
17050 E LONE TREE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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fine sandy loam (Plate 12) (USDA, 2023). The table below presents some selected <br /> properties of these soils: <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 /cm Reaction ability absorption <br /> Symbol (in) Classification mmhos pH (in/hr) fields <br /> Delhi loamy 0-16 Loamy sand; SM <2 6.1-7.8 6.0-20 Severe: <br /> sand, 0-2% 16-26 Loamy sand, loamy fine <2 6.1-7.8 6.0-20 poor filter <br /> slopes, 142 sand; SM <br /> 26-60 Sand, loamy sand, fine <2 6.1-7.8 6.0-20 <br /> sand; SP-SM, SM <br /> Manteca 0-11 Fine sandy loam; SM <2 7.4-8.4 2.0-6.0 Severe: <br /> fine sandy 11-24 Fine sandy loam, loam, <2 7.4-8.4 0.6-2.0 cemented <br /> loam, 0-2% sandy loam; SM, SC-SM pan <br /> slopes, 196 24-35 Indurated <2 --- --- <br /> 35-54 Cemented <2 --- --- <br /> 54-74 Stratified loamy sand to <2 7.4-8.4 2.0-6.0 <br /> loam; SM <br /> Veritas fine 0-15 Fine sandy loam; SM, <4 7.4-8.4 2.0-6.0 Moderate: <br /> sandy loam, SC-SM flooding, <br /> 0-2% 15-54 Sandy loam, fine sandy <4 7.4-8.4 2.0-6.0 cemented <br /> slopes, 266 loam; SM, SC-SM pan <br /> 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 April 13, 2023, Live Oak excavated a shallow soil boring on each proposed parcel of <br /> the Site. The borings were four inches in diameter, 3.23 and 3.39 feet deep, and were <br /> excavated by hand auger. 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. On Parcel 1, <br /> sandy silt was encountered to a depth of 2.5 feet, followed by cemented sandy silt to 3.0 <br /> feet, followed by silty fine to medium sand to the full depth of the hole. On Parcel 2, <br /> sandy silt was encountered to the full depth of the hole. The soil logs are presented on <br /> Plates 14 and 15. <br /> Discussion of Soil Lithology <br /> Based on the soil observed in the borings, 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 /> LOGE 2307 Page 5 <br />
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