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SR0080533 SSNL
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SR0080533 SSNL
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Entry Properties
Last modified
11/7/2019 10:20:28 AM
Creation date
11/7/2019 9:49:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080533
PE
2602
STREET_NUMBER
4035
Direction
W
STREET_NAME
STONERIDGE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
23925041
ENTERED_DATE
4/26/2019 12:00:00 AM
SITE_LOCATION
4035 W STONERIDGE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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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, 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), preferably from stations located <br /> within San Joaquin County. Recharge is calculated by first determining whether the <br /> average monthly precipitation exceeds average monthly potential evapotranspiration. If <br /> so, then the difference is the percolating recharge water into the aquifer. Runoff and <br /> stream infiltration drainage are not factored into the calculation. This approach likely <br /> under-estimates recharge to the aquifer and, consequently, over-estimates nitrate <br /> loading. <br /> For the project Site, the local percolation and evapotranspiration rates are presented in <br /> Plates 12 and 13. The Site is located closest to the CIMIS Ripon (249) station, and <br /> slightly farther from the Manteca station (70). As a result, the average recharge values <br /> from the two stations have been averaged. Data for the Ripon station were available for <br /> 2017 and 2018; based on the calculation shown, the estimated rate of recharge from <br /> percolating waters for the Ripon station is determined to be 3.12 inches (Plate 12). A <br /> statistical error of 46% is associated with this value. Data for the Manteca station were <br /> available for 2014 through 2018, based on the calculation shown, the estimated rate of <br /> recharge from percolating waters for the Manteca station is determined to be 3.64 <br /> inches (Plate 13). A statistical error of 48% is associated with this value. <br /> The average recharge rates from the above two stations were then averaged, for a <br /> regional recharge rate of 3.38 in. <br /> The nitrate concentration of the recharge waters was estimated to be 1 mg/L-N <br /> (Hantzsche and Finnemore). <br /> LOGE 1911 Page 9 <br />
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