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SU0001115 SSNL
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SU0001115 SSNL
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Entry Properties
Last modified
5/7/2020 11:28:24 AM
Creation date
9/6/2019 10:24:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0001115
PE
2622
FACILITY_NAME
MS-92-20
STREET_NUMBER
20033
Direction
S
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
MANTECA
Zip
95336
ENTERED_DATE
10/10/2001 12:00:00 AM
SITE_LOCATION
20033 S JACK TONE RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\J\JACK TONE\20033\MS-92-20\SU0001115\SS STDY.PDF
Tags
EHD - Public
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Hogan Residence <br /> Page 3 <br /> According to the ground water maps reviewed by CTE for the area, the depth to <br /> first ground water is approximately 25 feet below the surface. Although the regional <br /> direction of groundwater flow appears to be to the west, southwest toward the San <br /> Joaquin River, seasonal fluctuations and the pumping of wells in the area may <br /> produce local variations. The actual direction of ground water flow is difficult to <br /> determine without site specific data. <br /> In conversations with the San Joaquin County Planning Department regarding flood <br /> hazard classification, this parcel is located in Flood Zone C. Flood Zone C is out of <br /> the 100 and 500 year flood plain. The potential for flooding of the subject site is <br /> considered low. <br /> Soils <br /> According to information obtained from the USDA Soil Conservation Service for San <br /> Joaquin County , soils in the area of the subject site are classified as Delhi Loamy <br /> sand (DH) . Delhi soils are characteristically grey brown sandy, well drained soils <br /> with rapid permeability. Its ability to hold water is low. Most areas of this unit are <br /> used for cropland, orchards, and vineyards. A few areas are used for homesite <br /> development. A copy of the USDA description is presented in Appendix A. <br /> Additionally, two test pits, each 10 feet in depth, were excavated near the proposed <br /> homesite on the 5 acre parcel and one in the vicinity of the future homesite on the <br /> remaining 20 acre parcel. Soil encountered in both test pits were found to consist <br /> of brown silty sand (SM) from the ground surface to a depth of 3 feet. From three <br /> feet below existing ground surface to a depth of 10 feet the soil profile consists of <br /> = a brown , medium-grained poorly graded sand with silt (SP-SM) . Well drilling logs <br /> reviewed for the water wells on the site and in the vicinity indicate that the <br /> overlying sand layer varies in thickness from 17 to 30 feet. Soil moisture contents <br /> in soil samples taken from test pits 1 and 2 are 5.4 and 5.3 respectively. The <br /> percent passing the 200 sieve is 7 and 7.5 percent respectively. <br /> Topography <br /> y The regional topography of the area slopes approximately 0-2$ toward the west, and <br /> is characteristic of the alluvial fans and floodplains which comprise this section of <br /> the valley. The topography of the site is level with an average elevation of <br /> _ approximately 55' above sea level. <br />
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