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SR0083586
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SR0083586
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Last modified
4/28/2021 1:58:26 PM
Creation date
4/28/2021 1:46:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0083586
PE
2601
STREET_NUMBER
1245
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
LATHROP
Zip
95330
APN
19650005
ENTERED_DATE
4/20/2021 12:00:00 AM
SITE_LOCATION
1245 E LOUISE AVE
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHIntern
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EHD - Public
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<br />LOGE 2126 Page 5 <br /> <br />NITRATE LOADING STUDY <br /> <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 experience from the use of on- <br />site septic systems. Mixing and dilution in the aquifer as well as adsorption and <br />adhesion in the soil substantially reduce the concentration 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 precipitation of rain. The equation and method are for <br />estimation of long-term effect ground-water quality, and are not intended for prediction <br />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, rainfall <br />recharge rate, rainfall nitrate concentration, waste effluent quantity, and waste effluent <br />nitrate concentration from on-site septic systems. <br />On-Site Sources of Nitrate <br />The septic systems from the existing houses are the current and future source of nitrate <br />on the Site. <br /> <br />Live Oak searched the septic system permits on file at the San Joaquin County <br />Environmental Health Department; no permits were identified for the Site addresses. <br />No contribution from any irrigation or soil amendment is considered for the <br />Hantzsche/Finnemore method. It is assumed that any irrigation or soil amendments <br />would be applied at close to agronomic rates for a net balance of plant irrigation and <br />nutrients. <br />
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