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SU0007786 SSNL
Environmental Health - Public
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SU0007786 SSNL
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Last modified
5/7/2020 11:33:15 AM
Creation date
9/18/2019 9:20:03 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007786
PE
2656
FACILITY_NAME
PA-0900094
STREET_NUMBER
18909
Direction
N
STREET_NAME
ATKINS
STREET_TYPE
RD
City
LODI
APN
01914040
ENTERED_DATE
6/26/2009 12:00:00 AM
SITE_LOCATION
18909 N ATKINS RD
RECEIVED_DATE
6/12/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS4\A\ATKINS\18909\PA-0900094\SU0007786\NL STDY.PDF
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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 Environmentai Health <br /> Department for approval of the proposed development. The study estimates the <br /> potential concentration of percolating effluent produced by the proposed project over the <br /> long term. Where percolating effluent leaches into the ground, ground water quality <br /> 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 article 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 precipitation of rain. The equation and method is for <br /> estimation of long-term effect ground-water quality, and is not intended for prediction of <br /> seasonal changes (Hantzsche and Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor, rainfall, <br /> rainfall nitrate concentration, waste effluent quantity, and waste effluent nitrate <br /> concentration from on-site septic systems. No contribution from the vineyard irrigation <br /> or any soil amendments is considered for the Hantzsche/Finnemore method. It is <br /> reasonably assumed that the irrigation and soil amendments would be applied at close <br /> to agronomic rates for a net balance of plant irrigation and nutrients. <br /> Mass Transport Soil Properties <br /> The percolation tests have revealed that the surface soils are very permeable. The soil <br /> will allow infiltration of water through the surface soils. The longer the effluent remains <br /> near the surface, the more biologic treatment may occur. If permeable soils exist to the Z1 <br /> depth of the ground water aquifer, it is possible that any remaining surface <br /> contaminants may be transported to the first saturated zone of the aquifer. <br /> `— LOGE 1402 Page 9 <br />
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