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SU0012027 SSNL
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SU0012027 SSNL
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Last modified
11/6/2019 11:45:50 AM
Creation date
11/6/2019 11:41:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012027
PE
2633
FACILITY_NAME
PA-1800266
STREET_NUMBER
3590
Direction
W
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
25504020
ENTERED_DATE
10/16/2018 12:00:00 AM
SITE_LOCATION
3590 W LEHMAN RD
RECEIVED_DATE
10/18/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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soils exist to the depth of the ground water aquifer, it is possible that any remaining <br /> surface contaminants may be transported to the first saturated zone of the aquifer. <br /> Sources of Nitrate <br /> Septic systems and dairies have been found to be the most significant sources of nitrate <br /> in ground water. Orchards that require fertilization in sandy soils are also a significant <br /> source of nitrate contamination in shallow or sandy aquifers in San Joaquin County. <br /> Percolating Recharge Waters <br /> Background <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, only "average recharge rate of rainfall" was considered. For the Chico area, <br /> Hantzsche and Finnemore present an average rainfall of 22.5 inches per year and an <br /> estimated recharge of 16.8 inches per year. <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 /> For the project Site, the local precipitation and evapotranspiration rates are presented in <br /> Plate 11. The closest San Joaquin County CIMIS station to the Site is Ripon (station <br /> 249). Data for the Ripon station were available for the past two years; based on the <br /> calculation shown, the estimated rate of recharge from percolating waters for the Ripon <br /> station is determined t� be 3.12 inchle <br /> with this value. A statistical error of 46 percent is associated <br /> � !,-! <br /> The nitrate concentration of the recharge waters was estimated to be 1 mg/L-N <br /> (Hantzsche and Finnemore). <br /> LOGE 1846 Page 8 <br />
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