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SU0009663 SSNL
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SU0009663 SSNL
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Last modified
5/7/2020 11:34:08 AM
Creation date
9/6/2019 10:56:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009663
PE
2622
FACILITY_NAME
PA-1300090
STREET_NUMBER
260
Direction
E
STREET_NAME
LINNE
STREET_TYPE
RD
City
TRACY
Zip
95304-
ENTERED_DATE
6/12/2013 12:00:00 AM
SITE_LOCATION
260 E LINNE RD
RECEIVED_DATE
6/12/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\L\LINNE\260\PA-1300090\SU0009663\SS STDY.PDF
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EHD - Public
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' Soil Suitability Study Page 6 <br /> Sandhu Farms,260 E. Linne Rd.,Tracy CA <br /> Project No. 692.1 <br /> September 18,2014 <br /> ' 5.0 SOIL PROFILE <br /> 5.1 Soil Profile <br /> Soils in this part of San Joaquin County generally consist of a mixture of clay, silt, and sand <br /> with some gravel. The material west of the San Joaquin River is derived principally from the <br /> Coast range, and clasts consist mostly of mineral grains such as quartz, feldspars, hornblende, <br /> and rock fragments. Clays are most commonly derived from the breakdown of rock <br /> fragments, feldspar, and mica in sand and silt grains. The sediments are deposited by the <br /> ' action of rivers and streams, in this case, primarily the San Joaquin. The near surface <br /> deposits are generally referred to as the Mehrton Formation. <br /> According to the 1992 report, Soil Survey of San Joaquin County, California, prepared by the <br /> U.S. Agriculture Department, Soil Conservation Service, the soil on the site is part of the <br /> Capay association; moderately well drained fine textured soils of the San Joaquin River flood <br /> plain. The specific on-site soil is almost all a type known as Capay clay, wet, 0-2% slopes. <br /> This is deep, moderately well drained brownish clay soil is about 24 inches thick and overlies <br /> ' brown a silty clay loam to a depth of at least 60 inches (5 feet). It is generally poorly to <br /> moderately permeable, and may contain calcareous hard pan layers. <br /> 5.2 Soils and Fluid Flow Characteristics <br /> As a part of this study, a group of soil borings were installed to a depth of 42 inches for the <br /> purpose of conducting percolation tests. Very little hard pan was noted in the borings. The <br /> ' actual soil encountered in the borings was found to be silt and clayey silt. The percolation <br /> test results (Section 6.0) confirm that the silt content is sufficiently high as to offer a <br /> reasonable level of permeability. <br /> 1 <br /> ' 2937 Veneman Ave.,#13240 Geo-Phase Environmental Inc. Phone: (209)569-0293 <br /> Modesto,CA 95356 Fax: (209)569-0295 <br />
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