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SU0003908 SSNL
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SU0003908 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:18 AM
Creation date
9/6/2019 10:40:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003908
PE
2622
FACILITY_NAME
PA-0300025
STREET_NUMBER
7581
Direction
W
STREET_NAME
KILE
STREET_TYPE
RD
City
THORNTON
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
7581 W KILE RD
RECEIVED_DATE
4/18/2006 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\K\KILE\7581\PA-0300025\SU0003908\SS STDY.PDF
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EHD - Public
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(§ 4.0) LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> rrVreferenced, <br /> %4.1) The 1999 Lines of Equal Depth Map published by the San Joaquin County Flood Control <br /> illustrates the groundwater depth to be less than 10 feet below ground surface (b.g.s.). As <br /> a backhoe test pit was dug 25 feet east of the perc test boring to a depth of 12 feet. No <br /> standing water was observed in the test pita after eight hours. It'si assumed the water table is at 13 <br /> feet below grade. 5 <br /> The 1999 Lines of Equal Elevation Map illustrates the groundwater directional flow to be most <br /> likely in a west-northwesterly direction toward the Delta. However, the Mokelumne River probably <br /> also influences the groundwater flow. <br /> Well Drillers' Logs for on-site or nearby domestic wells were not found in the microfiche files at <br /> EHD. Therefore, the underground lithology specific to the subject property could not be discerned. <br /> It is our understanding the property is subject to 100-year flooding,which is based on the Farley <br /> Surveying determination. Surface water runoff will be diverted into the surrounding vineyard. <br /> (§4.3 and 4.5) To expedite the well sampling process,Mike Farley of Farley Surveying contacted <br /> FGL Labs in Stockton to conduct the sampling of the following on-site three wells: The ag <br /> irrigation well west of the dirt access road to the building pad, the north domestic well west of the <br /> shop, and a south domestic well, also west of the shop. All three wells were sampled and analyzed <br /> for nitrate and the agrichemical dibromochloropropane -DBCP and are illustrated on the Tentative <br /> Map. <br /> ,�/(§4.6) The sampling protocol, including sample bottles, are described on the attached Chain of <br /> Custody found in Appendix B. <br /> (§4.4) Water analysis results reveal a very low nitrate concentration in the ag irrigation well at 5.4 <br /> ppm nitrate(as nitrate-NO3). A concentration of 27.5 ppm was determined for the newer northern <br /> domestic well, and a high concentration of 46 nnm nitrate for the older south domestic well. The <br /> Maximum Contaminant Level(MCL) for nitrate in drinking water is 45 ppm. DBCP and EDB <br /> were found to be Non-Detect (ND) in all three wells. A summary of the test results are illustrated in <br /> Table 2, below. <br /> (§4.2) Considering the area has been intensely farmed for the past several decades, higher nitrate <br /> concentrations would have been expected in all three wells and is a reflection of excellent farming <br /> practices by the Stokes Farming Company since they have conducted farming operations for the <br /> time referenced. The low nitrate concentration found in the ag well may also be attributed to a <br /> higher denitrification potential within the underlying aquifers, especially at the deeper depths. <br /> Page -4- <br /> Chesney Consulting <br />
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