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SU0006445 SSNL
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SU0006445 SSNL
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Last modified
5/7/2020 11:32:24 AM
Creation date
9/4/2019 9:53:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006445
PE
2625
FACILITY_NAME
PA-0700046
STREET_NUMBER
2771
Direction
N
STREET_NAME
ARATA
STREET_TYPE
RD
City
STOCKTON
APN
10112028
ENTERED_DATE
2/15/2007 12:00:00 AM
SITE_LOCATION
2771 N ARATA RD
RECEIVED_DATE
2/13/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\A\ARATA\2771\PA-0700046\SU0006445\NL STDY.PDF
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EHD - Public
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July 6, 2007 <br /> NOA Project Number: E07096A <br />€ ' ignores dispersion, lateral flow, and mixing with ground water flow from up-gradient areas. These <br /> i processes would generally contribute to additional reduction of nitrate-nitrogen concentrations in <br /> j ground water to the extent that the nitrate-nitrogen concentration of ground-water flow from <br /> up-gradient areas is lower." <br /> The Hantzsche and Fennemore approach is "...a conservative (worst case) first approximation of <br /> fground-water nitrate-nitrogen concentration resulting from the combined effect of on-site sewage <br /> Fj <br /> disposal systems and precipitation. This {the equation and approach) is for estimation of long-term <br /> effect (i.e., over years) on ground-water quality, and is not intended for prediction of seasonal <br /> F1 changes" (Hantzsche and Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor,rainfall volume, <br /> rainfall nitrate concentration,waste effluent quantity,and waste effluent nitrate concentration. The <br /> formula,assumptions and calculations used for the analysis are shown on Plates 9 and 10. The units <br /> of nitrate used in the mass balance equation are nitrate-N,whose maximum drinking water <br /> I contaminant level is 10 mg/L. <br /> 1.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> 1.1 Chemical and Physical Soil Properties <br /> I' For a discussion of on-site soil properties, refer to the SSS report (Dillon&Murphy, 2007). Cl <br /> 1.2 Mass Transport Soil Properties <br /> Layered soils and sediments, such as the fine-grained soil layers found in the vicinity, typically <br /> Fprovide a degree of protection between percolating effluent at the surface and shallow ground water (l �1 <br /> aquifers. Soils of this type do not typically present a high risk of excessive mass transport of nitrate J <br /> or other constituents of concern. <br /> 2.0 GROUND WATER ANALYSIS <br /> �4 <br /> 2.1 Regional Ground Water <br /> A discussion of regional ground water is included in the SSS report (Dillon&Murphy, 2007). , <br /> 2.2 Potential Ground Water Contamination Issues <br /> A discussion of issues related to potential ground water contamination is included in the SSS report (y. <br /> (Dillon &Murphy, 2007). <br /> 3 <br /> 1P <br />
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