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SU0006620 SSNL
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SU0006620 SSNL
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Last modified
5/7/2020 11:32:35 AM
Creation date
9/8/2019 12:42:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006620
PE
2631
FACILITY_NAME
PA-0700298
STREET_NUMBER
7099
Direction
E
STREET_NAME
PELTIER
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00526042
ENTERED_DATE
7/10/2007 12:00:00 AM
SITE_LOCATION
7099 E PELTIER RD
RECEIVED_DATE
7/10/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\P\PELTIER\7099\PA-0700298\SU0006620\NL STDY.PDF
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EHD - Public
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September 30, 2007 <br /> NOA Project Number: E07146A <br /> J4.0 SOURCES AND IMPACT OF NITRATE TO GROUND WATER <br /> J4.1 Current Off-Site Sources of Nitrate <br /> Septic systems, agriculture, and dairies in the area may be the most significant sources of nitrate. <br /> Septic tank use in the vicinity, discussed in Section 3.4 of the SSS,was found to be low. The ground <br /> i water sample, discussed in Sections 4.3 through 4.6 of the SSS,was found to have a nitrate <br /> concentration of 7.9 mg/L-NO3. If this sample is typical of groundwater quality, this may indicated <br /> that the ground water aquifer is likely not experiencing nitrate leaching from various sources in the <br /> I-; area over the long term. <br /> X4.2 Contribution of Rainfall <br /> An estimate of the quantity and quality of rainfall was required for the nitrate loading analysis. The <br /> V estimate of deep percolation of rain is based on the average monthly precipitation of rainfall and <br /> evapotranspiration for Lodi, California. An estimate of potential deep percolation of rain water <br /> F1 recharge into the ground is required for the nitrate loading calculation. <br /> Since the site had rapid percolation rates,we will make the assumption that nearly all rainfall will <br /> infiltrate the ground fairly rapidly. Therefore,we estimate that roughly 80 percent of the rain fall <br /> will enter the ground water as recharge. The 20 percent reduction is to allow for some evaporation <br /> j and transpiration of plants. Runoff is not expected. This method is not appropriate for sites which <br /> do not have relatively high infiltration rates. <br /> Based on this method, an estimate for the deep percolation of rain for the site is 14.06 inches. Due <br /> Fito the soils which allow fairly rapid infiltration, we estimate the deep percolation of rain is based on <br /> 80 percent of the long-term average total rain fall for the Lodi area (http.www.wrcc.dri.edu): <br /> 17.57 inches x 0.8 = 14.06 inches. The nitrate concentration of rainfall was estimated to be 1 <br /> mg/L-N (Hantzsche and Finnemore, 1992). <br /> Average potentiala'potranspiration and average rainfall data was obtained from the California <br /> Irrigation Management formation System (CIMIS). The data from January 1988 to December <br /> 2004 was used fo�the <br /> F11,/4.3 Current On-Site Sources of Nitrate <br /> Current on-site sources of nitrate include the current septic system for the residence. <br /> R <br /> F1 <br /> 3 <br />
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