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SR0084296_SSNL
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SR0084296_SSNL
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Last modified
10/29/2021 4:39:26 PM
Creation date
10/29/2021 4:18:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084296
PE
2602
FACILITY_NAME
11671 E ADA AVE
STREET_NUMBER
11671
Direction
E
STREET_NAME
ADA
STREET_TYPE
AVE
City
STOCKTON
Zip
95215
APN
10327008
ENTERED_DATE
9/30/2021 12:00:00 AM
SITE_LOCATION
11671 E ADA AVE
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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to the first saturated zone of the aquifer. Based on the depth to water of 114 to 117 <br />feet, significant nitrate reduction is anticipated. <br />Clay soils, like those found on this Site, tend to inhibit downward movement of nitrate <br />due to adsorption of the nitrate ions to the soil. <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 station at Manteca (station 70). Data for the <br />Manteca station were available from 2014 through 2020; based on the calculation <br />shown, the estimated rate of recharge from percolating waters for the Manteca station is <br />determined to be 3.23 inches (Plate 12). A statistical error of 58 percent is associated <br />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 2144 Page 9 <br />
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