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SU0014569
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SU0014569
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Entry Properties
Last modified
12/27/2021 1:34:07 PM
Creation date
12/27/2021 1:32:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
File Section
WORK PLANS
RECORD_ID
SU0014569
PE
2600
FACILITY_NAME
S-75-3
STREET_NUMBER
4800
Direction
E
STREET_NAME
CHEROKEE
STREET_TYPE
RD
City
STOCKTON
APN
08705311
ENTERED_DATE
12/8/2021 12:00:00 AM
SITE_LOCATION
4800 E CHEROKEE RD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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sands and silty sands, are in a dense condition. The <br />groundwater is encountered at an approximate depth of <br />60 feet. It is recognized that the project will result <br />in loss of agricultural land. However, the site is <br />bounded by urban growth to the north, west, and south, <br />thereby making the site compatible with surrounding <br />existing residential uses. <br />4. Seismicity <br />The preliminary Seismic Element study for San Joaquin <br />County states that the major seismic hazard to San <br />Joaquin County is motion resulting from seismic dis- <br />turbances on distant or large fault systems. These <br />large fault systems include San Andreas, Calaveras, and <br />the Hayward Faults. There is also a possibility of <br />seismic activity in the Stockton -Tracy Fault, which <br />crosses the center of the County in a northeasterly <br />direction. For conservative recurrence interval of the <br />maximum probable earthquake varies from 50 tp 200 years. <br />The anticipated maximum bedrock acceleration is <br />estimated to be 0.3 G's in Stockton. Enclosed as part <br />of this report is a map from the Seismic Element Study <br />showing the faults, their more recent epicenters, and <br />their magnitude. Possible effects of seismic motion <br />in San Joaquin County include potential landslide <br />activity, liquefaction, subsidence and structural <br />damage due to shaking. Landsliding will not be a <br />problem in this part of San Joaquin County. Lique- <br />faction is not indicated as a problem at this site due <br />to the moderately high density of the granular soils at <br />the site and the surcharge weight of the cohesive sur- <br />face soils. Grading standards, including inspection <br />procedures outlined in Chapter 70 of the Uniform <br />Building Code, will be followed. Use of seismic none <br />3 construction standards, as outlined in the Uniform <br />Building Code 1973 Edition, will also be followed. <br />5. Hydrologic Conditions <br />a. Surface Waters -- There are no lakes, streams, <br />rivers, or other types of open waterways within <br />the project boundaries. Rainwater will naturally <br />drain to the southwest at a very slow rate. There <br />is a drop of about 8" across the property. The <br />USGS 15' Series of Quad Maps for the Burnham (1912) <br />and Waterloo (1907) Quadrangles show an old slough <br />meandering through the property from northeast to <br />southwest. This channel terminated on the property <br />and was never used as a drainage channel. Being <br />slight, it was filled when the land was levelled. <br />It is visible now only because vegetation and soils <br />are affected by the differential compaction and <br />drainage in the old channel. <br />-4 <br />
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