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SU0009730 SSNL
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PA-1300118
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SU0009730 SSNL
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Entry Properties
Last modified
11/3/2020 12:10:21 PM
Creation date
9/9/2019 9:00:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009730
PE
2627
FACILITY_NAME
PA-1300118
STREET_NUMBER
14647
Direction
N
STREET_NAME
RAY
STREET_TYPE
RD
City
LODI
Zip
95242-
APN
05516029, 41 & 50
ENTERED_DATE
8/16/2013 12:00:00 AM
SITE_LOCATION
14647 N RAY RD
RECEIVED_DATE
8/16/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\wng
Supplemental fields
FilePath
\MIGRATIONS\T\HWY 12\4580\PA-1300118\SU0009730\SS STDY.PDF
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EHD - Public
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The surface and near surface soils located at the Site are reported by the USDA Web <br /> z Soil Survey of San Joaquin County, California to be composed of Acampo sandy loam, <br /> Devries sandy loam, and Tokay fine sandy loam (Plate 8) (USDA, 1992). The table <br /> below presents some selected 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 (in) Classification mmhos/cm <br /> Reaction ability absorption <br /> Symbol <br /> pH (in/hr) fields <br /> Acampo 0-19: Sandy loam; SM <2 6.1 - 7.8 2.0 - 6.0 Moderate: <br /> sandy loam, 19-47. Sandy loam, fine sandy <2 6.6 - 8.4 2.0-6.0 cemented 5 S <br /> 0-2% loam, coarse sandy pan <br /> slopes, loam; SM <br /> 101 47-49: Indurated --- --- --- 65.3, <br /> 49-60: Cemented --- --- --- <br /> Devries 0-13: Sandy loam; SM <2 6.6 - 8.4 2.0 - 6.0 Severe: <br /> sandy loam, 13-28: Sandy loam, fine sandy <2 6.6 - 8.4 2.0 -6.0 Cemented <br /> drained, 0- loam; SM Pan <br /> 2% slopes 28-80. Indurated --- --- --- <br /> 149 <br /> Tokay fine 0-19: Fine sandy loam; SM <2 6.1 - 7.8 2.0 -6.0 Slight <br /> sandy loam, 19-45: Fine sandy loam, sandy <2 6.1 - 7.8 2.0 -6.0 <br /> 0-2 % slope loam; SM <br /> 256 45-60: Fine sandy loam, sandy <2 6.1 - 8.4 2.0-6.0 <br /> \.r loam, coarse sandy <br /> loam; SM <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 /> On May 4 and 5, 2015, Live Oak excavated three shallow soil borings on the Site for the <br /> purpose of conducting percolation tests. The borings were four inches in diameter, 3.35 <br /> to 3.50 feet deep, and were excavated by hand auger. The locations of the borings are <br /> indicated on Plate 9. <br /> The soil in the borings was similar to that described by the Soil Survey. In borings P1 <br /> and P2, sandy sit was encountered to the full depth of each hole. In boring P3, silty fine <br /> sand was encountered to the full depth of the hole. The logs for the soil borings are <br /> presented in Plates 10 through 12. <br /> �' LOGE 1508 Page 6 <br />
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