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SU0005079 SSNL
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SU0005079 SSNL
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Last modified
5/7/2020 11:31:27 AM
Creation date
9/9/2019 10:33:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0005079
PE
2631
FACILITY_NAME
PA-0500306
STREET_NUMBER
151
Direction
W
STREET_NAME
TADDEI
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00317010
ENTERED_DATE
6/1/2005 12:00:00 AM
SITE_LOCATION
151 W TADDEI RD
RECEIVED_DATE
5/31/2005 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\TADDEI\151\PA-0500306\SU0005079\SS-NL STDY ADDENDUM.PDF \MIGRATIONS\T\TADDEI\151\PA-0500306\SU0005079\NL STDY.PDF
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EHD - Public
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L <br /> April 9,2007 <br /> NOA Project Number: E07045A <br /> Land 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 /> 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 /> Lrainfall 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 /> contaminant level is 10 mg/L. <br /> x/1.0 CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> 1.1 Chemical and Physical Soil Properties <br /> N <br /> For a discussion of on-site soil properties,refer to Section 5 of the SSS. <br /> ✓1.2 Mass Transport Soil Properties <br /> Layered soils and sediments, such as the some fine-grained soil layers found on the site, typically <br /> p provide a degree of protection between percolating effluent at the surface and shallow ground water <br /> Ir aquifers. Soils of this type do not typically present a high risk of excessive mass transport of nitrate <br /> Eor other constituents of concern. <br /> 2.0 GROUND WATER ANALYSIS <br /> 2.1 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. The depth to ground water was found to be approximately 20 and 30 feet <br /> G in the area in 1999. <br /> 2 <br /> L .,04 <br /> L <br />
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