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SU0003424_SSNL
Environmental Health - Public
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2600 - Land Use Program
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PA-0400177
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SU0003424_SSNL
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Last modified
11/19/2024 3:46:23 PM
Creation date
9/9/2019 10:26:49 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0003424
PE
2632
FACILITY_NAME
PA-0400177
STREET_NUMBER
6318
Direction
E
STREET_NAME
STATE ROUTE 12
City
LODI
APN
04912003
ENTERED_DATE
4/16/2004 12:00:00 AM
SITE_LOCATION
6318 E HWY 12
RECEIVED_DATE
4/13/2004 12:00:00 AM
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\T\HWY 12\6318\PA-0400177\SU0003424\NL STDY.PDF
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EHD - Public
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June 14,2005 <br /> NOA Project Number: E05066A <br /> and Finnemore mention that"...the equation ignores dispersion,lateral flow, and mixing with <br /> ground water flow from up-gradient areas. These processes would generally contribute to additional <br /> 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 /> i <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 /> 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 /> '- formula, assumptions and calculations used for the analysis are shown on Plates 9 through 10. 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 /> J/2.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> 2.1 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 /> Layered sediments or soils with higher amounts of silt and clay will typically provide an added <br /> degree of protection between percolating effluent at the surface and shallow ground water aquifers. <br /> The sandy clay soils of the site do not typically present a high risk of excessive mass transport of <br /> nitrate or other constituents of concern. <br /> 3.0 GROUND WATER ANALYSIS <br /> 3.1 Regional Ground Water <br /> A discussion of regional ground water,including depth to ground water and directional ground <br /> •• water gradient,is included in Section 4.1 of the SSS. No significant seasonal trends were evident <br /> from the maps consulted. <br /> 2 <br />
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