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SU0005344_SSNL
Environmental Health - Public
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SU0005344_SSNL
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Last modified
10/29/2020 5:07:20 PM
Creation date
9/9/2019 11:11:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005344
PE
2627
FACILITY_NAME
PA-0500531
STREET_NUMBER
4620
Direction
E
STREET_NAME
WOODBRIDGE
STREET_TYPE
RD
City
ACAMPO
APN
01709002
ENTERED_DATE
8/26/2005 12:00:00 AM
SITE_LOCATION
4620 E WOODBRIDGE RD
RECEIVED_DATE
8/26/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\wng
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\MIGRATIONS\W\WOODBRIDGE\4620\PA-0500531_PA-0300206\SU0005344\NL STDY.PDF
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EHD - Public
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L <br /> LSeptember 30,2007 <br /> NOA Project Number: E07147A <br /> L, 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 /> Lconcentration 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 /> Lground-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 /> L 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 /> L <br /> contaminant level is 10 mg/L. <br /> ` A.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> ,-1.1 Chemical and Physical Soil Properties <br /> L <br /> For a discussion of on-site soil properties,refer to Section 5 of the SSS. <br /> L `1.2 Mass Transport Soil Properties <br /> Layered soils and sediments, such as the fine-grained soil layers found on the site, typically provide a <br /> Ldegree of protection between percolating effluent at the surface and shallow ground water aquifers. <br /> Soils of this type do not typically present a high risk of excessive mass transport of nitrate or other <br /> Lconstituents of concern. <br /> L `2.0 GROUND WATER ANALYSIS <br /> ,2.1 Regional Ground Water <br /> LA 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. <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 /> L the SSS. <br /> 3 <br /> L <br /> L <br />
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