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SR0083395_SSNL
Environmental Health - Public
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2600 - Land Use Program
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SR0083395_SSNL
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Entry Properties
Last modified
3/18/2021 2:32:54 PM
Creation date
3/18/2021 11:05:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083395
PE
2602
STREET_NUMBER
20290
Direction
E
STREET_NAME
RIVER
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
24523043
ENTERED_DATE
3/11/2021 12:00:00 AM
SITE_LOCATION
20290 E RIVER RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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water aquifer, it is possible that any remaining surface contaminants may be transported <br /> 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 /> The Site is an orchard and is surrounded by other orchards. A cattle facility is located <br /> under one-half mile west of the Site, and a former poultry farm is located adjacent to the <br /> west of the Site. <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), preferably from stations within San <br /> Joaquin County. Recharge is calculated by first determining whether the average <br /> monthly precipitation exceeds average monthly potential evapotranspiration. If so, then <br /> the difference is the percolating recharge water into the aquifer. Runoff and stream <br /> infiltration drainage are not factored into the calculation. This approach likely under- <br /> estimates recharge to the aquifer and, consequently, over-estimates nitrate loading. <br /> The closest San Joaquin County CIMIS station to the Site is Manteca (station 70). Data <br /> from the Manteca station were available for 2014 through 2020; based on the <br /> calculation shown, the estimated rate of recharge from percolating waters for the <br /> Manteca station is determined to be 3.23 inches (Plate 14). A statistical error of 58 <br /> percent is associated with this value. <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 /> To determine a more accurate local value, Live Oak has collected rainwater during <br /> several recent storm events in Lodi. Each sample was collected in a clean, dry, <br /> stainless steel bowl, then decanted into a plastic container and placed on ice for <br /> LOGE 2111 Page 10 <br />
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