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SU0012027 SSNL
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SU0012027 SSNL
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Last modified
11/6/2019 11:45:50 AM
Creation date
11/6/2019 11:41:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012027
PE
2633
FACILITY_NAME
PA-1800266
STREET_NUMBER
3590
Direction
W
STREET_NAME
LEHMAN
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
25504020
ENTERED_DATE
10/16/2018 12:00:00 AM
SITE_LOCATION
3590 W LEHMAN RD
RECEIVED_DATE
10/18/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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NITRATE LOADING STUDY <br /> Because of concerns of nitrate leaching into ground water from septic systems, a nitrate <br /> loading analysis was required by the San Joaquin County Environmental Health <br /> Department for approval of the proposed project. The study estimates the potential <br /> concentration of percolating effluent produced by the proposed project over the long <br /> term. Where percolating effluent leaches into the ground, ground water quality may be <br /> impacted to some degree should the effluent reach ground water. <br /> The method utilized for the nitrate loading analysis is based on a simple and convenient <br /> mass balance formula, discussed in a published paper by Hantzsche and Finnemore <br /> (1992). <br /> Hantzsche and Finnemore have found from investigations conducted in the Chico, <br /> California area, the water quality in the upper saturated ground-water zone closely <br /> approximates the quality of percolating effluent from high-density septic systems. They <br /> have developed a simple method that could be used to estimate the quality of the <br /> percolating effluent from septic systems. The quality of the percolating effluent may <br /> represent the potential worst-case condition the upper aquifer would ever experience <br /> from the use of on-site septic systems. Mixing and dilution in the aquifer as well as <br /> adsorption and adhesion in the soil would tend to substantially reduce the concentration <br /> of percolating effluent. <br /> The Hantzsche and Finnemore equation is a conservative approximation of ground- <br /> water nitrate-nitrogen concentration resulting from the combined effect of on-site <br /> sewage disposal systems and percolating recharge waters. The equation and method <br /> is for estimation of long-term effect ground-water quality, and is not intended for <br /> prediction of seasonal changes (Hantzsche and Finnemore, 1992). <br /> For the purpose of the Hantzsche and Finnemore equation, only septic effluent is <br /> included in the nitrate loading calculation, no other potential sources of nitrate are <br /> considered. <br /> The method takes into account the development area, soil denitrification factor, rate of <br /> recharge from percolating waters, waste effluent quantity, and waste effluent nitrate <br /> concentration from on-site septic systems, and predicts the nitrate concentration of <br /> percolating effluent. <br /> Mass Transport Soil Properties <br /> The percolation tests have revealed that the surface soils are moderately permeable. <br /> The soil will allow some infiltration of water through the surface soils. The longer the <br /> effluent remains near the surface, the more biologic treatment may occur. If permeable <br /> LOGE 1846 Page 7 <br />
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