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SU0003894 SSNL
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SU0003894 SSNL
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Last modified
5/7/2020 11:30:16 AM
Creation date
9/4/2019 6:35:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003894
PE
2622
FACILITY_NAME
PA-0300493
STREET_NUMBER
7953
Direction
E
STREET_NAME
FOPPIANO
STREET_TYPE
LN
City
STOCKTON
APN
08647015
ENTERED_DATE
5/11/2004 12:00:00 AM
SITE_LOCATION
7953 E FOPPIANO LN
RECEIVED_DATE
9/24/2003 12:00:00 AM
P_LOCATION
99
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\F\FOPPIANO\7953\PA-0300493\SU0003894\NL STDY.PDF
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EHD - Public
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6. .s <br /> r_ <br /> Mr. Steven Malcoun <br /> December 9,2003 <br /> Page 11 <br /> Hantzsche and Finmemore found that over a long period of time, water quality in the upper <br /> saturated ground-water zone closely approximates the quality of percolating recharge waters. <br /> They believe that their method is a good planning tool and provides useful information to <br /> planners and local officials but with some real limitations. In their article published in Ground <br /> L Water, Hantzsche and Finnemore mention that"...the equation ignores dispersion, lateral flow, <br /> and mixing with ground water flow from up-gradient areas. These processes would generally <br /> contribute to additional reduction of nitrate-nitrogen concentrations in ground water to the extent <br /> that the nitrate-nitrogen concentration of ground-water flow from up-gradient areas is lower."' <br /> The Hantzsche and Fennemore approach is"...a conservative(worst case) first approximation of <br /> ground-water nitrate-nitrogen concentration resulting from the combined effect of on-site sewage <br /> disposal systems and precipitation. This(the equation and approach)is for estimation of long- <br /> term effect(i.e., over years) on ground-water quality, and is not intended for prediction of <br /> seasonal changes" (Hantzsche and Finnemore, 1992). <br /> The method takes into account development area, soil denitrification factor,rainfall volume, <br /> ` rainfall nitrate concentration, the waste effluent quantity, and waste effluent nitrate concentration. <br /> The formula, assumptions and calculations used for the analysis are shown on Plates 2 through 4. <br /> The units of nitrate used in the mass balance equation are nitrate-N whose maximum drinking <br /> water contaminate level is 10 mg/L. <br /> ` 7.1 Quantity of Quality of Domestic Wastewater From Proposed Project <br /> The average total nitrogen concentration of the domestic waste water is normally considered to <br /> be 20-85 mg/L-N with a typical concentration of 45 mg/L-N(Crites and Tchobanoglous, 1998). <br /> We believe the long-term average concentration for total nitrogen in waste water is most likely <br /> 45 mg/L-N. <br /> r <br /> 7.2 Quantity and Quality of Deep Percolating Rain Water <br /> An estimate of the quantity and quality of rainfall was required for the analysis. The estimate of <br /> deep percolation of rain is based on the average monthly precipitation of rain fall and <br /> evapotranspiration for Lodi, California. The estimate first determines whether the average <br /> monthly precipitation exceeds average monthly potential ET. If so, then the difference is <br /> potential deep percolation. This method does not consider runoff. See Plate 8 for the data and <br /> calculation. <br /> L <br /> OF gip; <br /> ` Obi®~ <br />
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