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SR0085735_SSNL
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SR0085735_SSNL
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Last modified
9/14/2022 8:27:55 AM
Creation date
9/14/2022 8:15:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085735
PE
2602
STREET_NUMBER
3505
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05921046
ENTERED_DATE
9/1/2022 12:00:00 AM
SITE_LOCATION
3505 E EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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NITRATE LOADING STUDY <br />Because of statewide concerns of nitrate leaching into ground water from septic <br />systems, a nitrate loading analysis was required by the San Joaquin County <br />Environmental Health Department for approval of the proposed project. The study <br />estimates the potential concentration of percolating effluent produced by the project <br />over the long term. Where percolating effluent leaches into the ground, ground water <br />quality may be 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 septic systems. They have <br />developed a simple method that could be used to estimate the quality of the percolating <br />effluent from septic systems. The quality of the percolating effluent may represent the <br />potential worst-case condition the upper aquifer would ever experience from the use of <br />on-site septic systems. Mixing and dilution in the aquifer as well as adsorption and <br />adhesion in the soil would tend to substantially reduce the concentration of percolating <br />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 test has revealed that the soils in the test area are permeable and will <br />allow infiltration of water. The longer the effluent remains near the surface, the more <br />biologic treatment may occur. If permeable soils exist to the depth of the ground -water <br />LOGE 2236 Page 8 <br />
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