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SU0004638 SSNL
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SU0004638 SSNL
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Last modified
5/7/2020 11:31:01 AM
Creation date
9/6/2019 10:27:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004638
PE
2631
FACILITY_NAME
PA-0400519
STREET_NUMBER
8372
Direction
S
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
APN
18308005
ENTERED_DATE
9/29/2004 12:00:00 AM
SITE_LOCATION
8372 S JACK TONE RD
RECEIVED_DATE
9/21/2004 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\J\JACK TONE\8372\PA-0400519\SU0004638\NL STDY.PDF
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EHD - Public
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t <br /> L <br /> LMarch 25,2005 <br /> NOA Project Number: E05005A <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 /> LThe 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 /> L disposal systems and precipitation. This (the equation and approach) is for estimation of long-term <br /> effect (Le., over years) on ground-water quality, and is not intended for prediction of seasonal <br /> changes" (Hantzsche and Finnemore, 1992). <br /> 6' 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 /> 6. of nitrate used in the mass balance equation are nitrate-N,whose maximum drinking water <br /> contaminant level is 10 mg/L. <br /> tr <br /> 1.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> 1.1 Chemical and Physical Soil Properties <br /> LFor a discussion of on-site soil properties,refer to Section 5 of the SSS. <br /> L2 Mass Transport Soil Properties <br /> LConsistency of fine grained sediments or cement, such as the silty soils found on the Site,typically <br /> provide an added degree of protection between percolating effluent at the surface and shallow <br /> L ground water aquifers. Soils of this type do not typically present a high risk of excessive mass <br /> transport of nitrate or other constituents of concern. <br /> hm 2.0 GROUND WATER ANALYSIS <br /> L2.1 Regional Ground Water <br /> A discussion of regional ground water,including depth to ground water and directional ground <br /> L water gradient,is included in Section 4.1 of the SSS. No significant seasonal trends were evident <br /> from the maps consulted. <br /> L2.2 Potential Ground Water Contamination Issues <br /> A discussion of issues related to potential ground water contamination is included in Section 4.2 of <br /> Lthe SSS. <br /> L3 <br /> L <br />
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