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SU0004247 SSNL
Environmental Health - Public
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SU0004247 SSNL
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Entry Properties
Last modified
5/7/2020 11:30:35 AM
Creation date
9/4/2019 10:52:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004247
PE
2632
FACILITY_NAME
PA-0300263
STREET_NUMBER
14300
Direction
S
STREET_NAME
CAMPBELL
STREET_TYPE
AVE
City
ESCALON
ENTERED_DATE
5/14/2004 12:00:00 AM
SITE_LOCATION
14300 S CAMPBELL AVE
RECEIVED_DATE
6/6/2003 12:00:00 AM
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\C\CAMPBELL\14300\PA-0300263\SU0004247\NL STDY.PDF
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EHD - Public
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Fj April 29,2005 <br /> NOA Project Number: E05040A <br /> Fground water flow from up-gradient areas. These processes would generally contribute to additional <br /> F reduction of nitrate-nitrogen concentrations in ground water.to the extent that the nitrate-nitrogen <br /> 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-term <br /> µ J effect (i.e., over years) on ground-water quality, and is not intended for prediction of seasonal <br /> 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 /> f <br /> Fil" <br /> formula, assumptions and calculations used for the analysis are shown on Plates 9 through 22. The <br /> units of nitrate used in the mass balance equation are nitrate-N,whose maximum drinking water <br /> contaminant level is 10 mg/L. <br /> F <br /> 2.0 CHEMICAL AND PHYSICAL'PROPERTIES OF SOIL_ <br /> F12.1 Chemical and Physical Soil Properties <br /> For a discussion of on-site soil properties,refer to Section 5 of the SSS. <br /> 2.2 Mass Transport Soil Properties <br /> F, Layered soils and consistency of silty sediments will typically provide an added degree of protection <br /> between percolating effluent at the surface and shallow ground water aquifers. Soils of this type do <br /> not typically present a high risk of excessive mass transport of nitrate or other constituents of <br /> Fi' <br /> concern. <br /> 3.0 GROUND WATER ANALYSIS <br /> 3.1 Regional Ground Water v <br /> A discussion of regional ground water,including depth to ground water and directional ground <br /> i water gradient,is included in Section 4.1 of the SSS. No significant seasonal trends were evident <br /> from the maps consulted. <br /> F- 1 3.2 Potential Ground Water Contamination Issues <br /> A discussion of issues related to potential ground water contamination is included in Section 4.2 of <br /> k the SSS. <br /> ! � 2 <br /> r <br />
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