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SU0007337_SSNL
Environmental Health - Public
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SU0007337_SSNL
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Last modified
11/19/2024 3:46:25 PM
Creation date
9/9/2019 10:28:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007337
PE
2622
FACILITY_NAME
PA-0800244
STREET_NUMBER
9855
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95240
APN
02508001
ENTERED_DATE
8/18/2008 12:00:00 AM
SITE_LOCATION
9855 W HWY 12
RECEIVED_DATE
8/18/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\T\HWY 12\9855\PA-0800244\SU0007337\SS STDY.PDF
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EHD - Public
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Q 4.0) LOCAL GROUNDWATER AND SURFACE WATER INFORMATION <br /> (§ 4.1) Static groundwater is found approximately seven feet under the property. This is based <br /> upon water observed in the adjacent unlined irrigation canals and laterals. The 1999 Lines of <br /> Equal Depth to Groundwater map and the 1999 Lines of Equal Elevation of Groundwater do not <br /> illustrate the groundwater depth or directional flow in the Delta region. From recent groundwater <br /> studies done at a nearby dairy, it is known that the groundwater directional flow is to the east and <br /> southeast, although this is surely influenced by tidal action. A groundwater depth of seven feet or <br /> less, can be considered a very shallow groundwater elevation, and a water table determination must <br /> be conducted if there is an application to build on the subject property. <br /> The Delta area obviously has heavy peatland soils, as discussed below, that may impede <br /> agrichemical impact and possibly promote denitrification. <br /> No Well Drillers' Logs for nearby domestic wells were found in the microfiche files at EHD. <br /> Therefore, the underground lithology surrounding the subject property could not be discerned. <br /> From other well drilling projects in the Delta region, it is known that sand and clay compose <br /> underlying strata. The property is in the Flood Zone and subject to flooding, with the flood <br /> elevation at 8 feet. Surface water runoff from the residential structure and metal building is <br /> diverted into the surrounding cropland. <br /> (§ 4.3 and 4.5) The on-site domestic well is located adjacent to the north of the referenced metal <br /> building. This well was sampled on October 29, 2008 after the pump was operated for 15 minutes <br /> to insure that well casing water and tank water had been purged. A nitrate water sample was drawn <br /> into a one-half liter plastic bottle and the DBCP sample was drawn into three VOC glass vials. <br /> (§ 4.5 and 4.6) All samples were placed in a cooled ice chest and transported to A &L Labs in <br /> Modesto under the attached Chain of Custody found in Appendix B. Due to an extraordinary <br /> turnaround time for the DBCP analysis, test results were received on December 18, 2008 <br /> (§ 4.4) Water analysis results reveal a high nitrate concentrations in domestic wells at 123 ppm. <br /> The Maximum Contaminant Level (MCL) for nitrate in drinking water is 45 ppm. DBCP was <br /> Below Detectable Limits (BDL). A summary of the test results are illustrated in Table 2, below. <br /> (§ 4.2) Considering the area has been intensely farmed for the past several decades, these nitrate <br /> concentrations were to be expected in the tested well. <br /> TABLE 2 <br /> WELL WATER ANALYSIS <br /> WELL ANALYTE CONCENTRATION MAXIMUM CONTAMINANT LEVEL I FOUND <br /> Domestic Well Nitrate(As Nitrate) 123 ppm 45 ppm <br /> DBCP BDL 0.2µ/, <br /> Page -4- <br /> Chesney Consulting <br />
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