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SU0003899 SSNL
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SU0003899 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:16 AM
Creation date
9/9/2019 10:16:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003899
PE
2622
FACILITY_NAME
PA-0300579
STREET_NUMBER
10410
Direction
S
STREET_NAME
SMALL
STREET_TYPE
RD
City
MANTECA
APN
17709022
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
10410 S SMALL RD
RECEIVED_DATE
11/12/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\S\SMALL\10410\PA-0300579\SU0003899\SS STDY.PDF
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EHD - Public
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rfollowingrt summarizes and illustrates the parcel number,proposed acreage and perc testRCEL (LOT) PROPOSED ACREAGE PERC TEST RESULTS <br /> Lot 1 4.91 Acres 6.3 min/in @ 42 inches depth <br /> Lot 2 4.91 Acres 6.1 min/in @ 42 inches depth <br /> Lot 3 4.91 Acres 4.1 min/in @ 42 inches depth <br /> Lot 4 4.91 Acres 5.6 min/in @ 42 inches depth <br /> LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> The 1999 Lines of Equal Elevation Map published by the San Joaquin County Flood Control <br /> illustrates the groundwater elevation and the directional flow. It appears, and is generally <br /> accepted, that the groundwater is flowing in a northwest direction toward the San Joaquin River; <br /> however, at the intersection of Small Road and French Camp Road, the groundwater flow <br /> appears to be in a northeast direction. The 1999 Lines of Equal Depth Map illustrate the <br /> groundwater depth to be 25 feet below ground surface. <br /> A Well Driller's Log for Mr. Barber's domestic well at 10411 South Small Road was available to <br /> illustrate the underlying soil lithology. Interestingly, the well log shows from 5 � <br /> eet b a a�P Consequently, perched water table conditions probably do not exist at higher <br /> elevations than the existing water table. From the 57-foot depth on down to the well depth of <br /> 160 feet, there are intervening strata of sand and clay. <br /> There is the highly remote possibility of the surfacing of effluent from inundated conditions <br /> caused by flooding; however, the porosity of the subsurface soils as evidenced from the <br /> percolation test results should allow for adequate drainage,provided the underlying clay stratum <br /> does not become saturated. The subject property is not subject to the 100-year flood. <br /> As referenced above, no water sample was tested for nitrate and the agrichemicals DBCP/EDB <br /> since there is no well on the subject property. It will be a re ui <br /> from each individual well before itc comnletinn. If high nitrates and/or DBCP are found ill1le-- /,-i,v <br /> t st w e affected well may have to be drilled eo a <br /> dee th. The aximum ontaminant Level (MCL) for NO3 in drinking water is 45 ppm. <br /> idering the intensely fanned land upgradient t e cubject propertv over the past 6- vearc a <br /> huh nitrate co centration would be expected in the s. High nitrate impact to <br /> the shallower aquifers and significantly lower nitrate concentrations in the deeper aquifers is <br /> often observed throughout San Joaquin County. The agrichemicals DBCP and EDB are typically <br /> below detection limits (BDL) in this locale. <br /> Five domestic wells and one irrigation well surround the property and are denoted on the USGS <br /> Map found in Appendix"A." <br /> Chesney Consuftittg <br />
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