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SU0005084 SSNL
Environmental Health - Public
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SU0005084 SSNL
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Last modified
5/7/2020 11:31:27 AM
Creation date
9/9/2019 10:44:25 AM
Metadata
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Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005084
PE
2690
FACILITY_NAME
PA-0500323
STREET_NUMBER
17510
Direction
N
STREET_NAME
TRETHEWAY
STREET_TYPE
RD
City
LOCKEFORD
Zip
95237
APN
05118018 & 19
ENTERED_DATE
6/8/2005 12:00:00 AM
SITE_LOCATION
17510 N TRETHEWAY RD
RECEIVED_DATE
6/3/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\T\TRETHEWAY\17510\PA-0500323\SU0005084\NL STDY.PDF
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EHD - Public
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r. January 4,2006 <br /> NOA Project Number: E05166B <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 /> 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 16. 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 /> X2.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> ` X2.1 Chemical and Physical Soil Properties <br /> bus For a discussion of on-site soil properties,refer to Section 5 of the SSS. <br /> 4-4.2 Mass Transport Soil Properties <br /> `W 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 ically present a hris of excessive mass transport of nitrate or other constituents of <br /> concern. <br /> 3.0 GROUND WATER ANALYSIS <br /> d' 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 o significant seasonal trends were evident <br /> ` from the maps consulted. <br /> V 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 /> the SSS. <br /> 2 <br />
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