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SR0085988
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SR0085988
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Last modified
11/28/2022 3:21:10 PM
Creation date
11/28/2022 2:15:53 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SR0085988
PE
2602
FACILITY_NAME
WOLF PROPERTY
STREET_NUMBER
24363
Direction
N
STREET_NAME
LEADSTONE
STREET_TYPE
DR
City
ACAMPO
Zip
95220
APN
00536002
ENTERED_DATE
11/3/2022 12:00:00 AM
SITE_LOCATION
24363 N LEADSTONE DR
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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NITRATE LOADING STUDY <br /> Because of statewide concerns of nitrate leaching into ground water from septic systems, <br /> a nitrate 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 project over the long term. Where <br /> percolating effluent leaches into the ground, ground water quality may be impacted to <br /> 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-water <br /> nitrate-nitrogen concentration resulting from the combined effect of on-site sewage <br /> disposal systems and percolating recharge waters. 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 /> For the purpose of the Hantzsche and Finnemore equation, only septic effluent is included <br /> in the nitrate loading calculation; no other potential sources of nitrate are 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 shallow soils in the test area are moderately <br /> permeable and will allow some infiltration of water. The longer the effluent remains near <br /> the surface, the more biologic treatment may occur. If permeable soils exist to the depth <br /> of the ground-water aquifer, it is possible that any remaining surface contaminants may <br /> be transported to the first saturated zone of the aquifer. <br /> LOGE 2245 Page 8 <br />
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