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SU0008976 SSNL
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SU0008976 SSNL
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Last modified
5/7/2020 11:33:47 AM
Creation date
9/6/2019 10:50:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008976
PE
2622
FACILITY_NAME
PA-1100220
STREET_NUMBER
5300
Direction
W
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
APN
25331045
ENTERED_DATE
11/21/2011 12:00:00 AM
SITE_LOCATION
5300 W LEHMAN RD
RECEIVED_DATE
11/21/2011 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\LEHMAN\5300\PA-1100220\SU0008976\SS STDY.PDF
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EHD - Public
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(§ 4.4) LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> (§ 4.1) The Spring 2011 Lines of Equal Depth Map published by the San Joaquin County Flood <br /> Control District illustrates groundwater depths throughout the County. The map found in . <br /> Appendix D, shows the groundwater depth in the location of the property to be approximately 35 ft <br /> below grade. The Spring 2011 Lines of Equal Elevation Map, also found in Appendix D, shows <br /> the groundwater directional flow to be in a northeasterly direction toward the San Joaquin River. <br /> A Well Drillers' Log for the on-site domestic well was not available. Logs for two nearby <br /> domestic wells on Durham Ferry Road were found in the microfiche files at EHD. The regional <br /> underground lithology consists predominately of clay and gravel. There appears to be a significant <br /> clay strata from 62 to 123 feet. The property is in Flood Zone C and not subject to 100-year <br /> flooding, which is based on Schack & Company's determination. Surface water runoff from the <br /> homesite Parcel is diverted into the surrounding cropland. <br /> (§ 4.3 and 4.5) The on-site domestic well is located to the south of the residential structure. The <br /> water sample for this Study was retrieved from the hose bibb on the east side of the residential <br /> structure. The well pump operated for 20 minutes prior to sampling to insure that well casing <br /> water, pressure tank water, and water in the piping had been purged, and that aquifer formation <br /> f water was sampled. A nitrate water sample was drawn into a one-quarter liter plastic bottle and the <br /> DBCP sample was drawn into two VOC glass vials with preservative. <br /> (§ 4.5 and 4.6) All samples were placed in a cooled ice chest and transported to FGL Labs in <br /> Stockton under the Chain of Custody found in Appendix B. <br /> (§ 4.4) Water analysis test results reveal a high nitrate (as nitrate) concentration in the domestic <br /> well at 52.8 ppm. The Maximum Contaminant Level (MCL) for nitrate in drinking water is 45 <br /> ppm. DBCP was Non-Detect (ND). A summary of the test results are illustrated in Table 3, <br /> below. <br /> (§ 4.2) Considering the area has been intensely farmed for the past several decades, this nitrate <br /> concentration would be expected in domestic.wells in this locale. It is known that deeper wells in <br /> this location have lower nitrate levels which shows the downward migration of nitrate may be <br /> impeded by the aforementioned clay stratum. <br /> TABLE 3 <br /> WELL WATER ANALYSIS <br /> WELL ANALYTE CONCENTRATION MAXIMUM CONTAMINANT <br /> FOUNDS LEVEL(MCL) <br /> On-site Nitrate,(As Nitrate) 52.8 ppm 45 ppm <br /> Domestic Well <br /> Sampled from <br /> Hose Bibb onDibrornochloropropane LD 0.2 /t <br /> East Side of DBCP µ <br /> House. - <br /> Page -4- <br /> Chesney Consulting <br />
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