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SR0082278_SSNL
Environmental Health - Public
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SR0082278_SSNL
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Last modified
2/25/2021 8:42:33 AM
Creation date
7/29/2020 2:35:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082278
PE
2602
FACILITY_NAME
23811 S JACKTONE RD
STREET_NUMBER
23811
Direction
S
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
22817034
ENTERED_DATE
7/2/2020 12:00:00 AM
SITE_LOCATION
23811 S JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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of the ground-water aquifer, it is possible that any remaining surface contaminants may <br /> be transported to the first saturated zone of the aquifer. <br /> Sources of Nitrate <br /> Dairies, orchards that require fertilization in sandy soils, and septic systems have been <br /> found to be the most significant sources of nitrate in ground water. <br /> Percolating Recharge Waters <br /> One of the most determinant factors in the Hantzsche and Finnemore equation is the <br /> rate of recharge from percolating waters, which mix with the downward-percolating <br /> effluent generated by on-site septic systems. In the original Hantzsche and Finnemore <br /> paper, "average recharge rate of rainfall" was utilized. <br /> Based on San Joaquin County Environmental Health Department policy (personal <br /> communication, March 18, 2019), the recharge input for the Hantzsche and Finnemore <br /> equation should be derived from average monthly precipitation of rainfall and <br /> evapotranspiration rates for the area; the data should be obtained from the California <br /> Irrigation Management Information System (CIMIS). Recharge is calculated by first <br /> determining whether the average monthly precipitation exceeds average monthly <br /> potential evapotranspiration. If so, then the difference is the percolating recharge water <br /> into the aquifer. Runoff and stream infiltration drainage are not factored into the <br /> calculation. This approach likely under-estimates recharge to the aquifer and, <br /> consequently, over-estimates nitrate loading. <br /> The Site is located closest to the CIMIS stations at Ripon (station 249) and Manteca <br /> (station 70). Data for the Ripon station were available for the past three years; based <br /> on the calculation shown, the estimated rate of recharge from percolating waters for the <br /> Ripon station is determined to be 3.00 inches (Plate 12). A statistical error of 34 <br /> percent is associated with this value. Data for the Manteca station were available for <br /> the past six years; based on the calculation shown, the estimated rate of recharge from <br /> percolating waters for the Manteca station is determined to be 3.69 inches (Plate 13). A <br /> statistical error of 43 percent is associated with this value. The two stations were then <br /> averaged, for a regional rainfall value of 3.34 inches. <br /> Quality of Rainwater <br /> Hantzsche and Finnemore listed 1 mg/L-N as the nitrate concentration of rainwater for <br /> their original calculation; in the past, Live Oak has also utilized this value for the nitrate <br /> loading calculation. <br /> In May 2019, Live Oak collected rainwater during two storm events in Lodi; in March <br /> and May 2020, Live Oak collected two additional samples at the same location. Each <br /> sample was collected in a clean, dry, stainless steel bowl, then decanted into a plastic <br /> LOGE 20-25 Page 9 <br />
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