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SR0085752_SSNL
Environmental Health - Public
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SR0085752_SSNL
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Last modified
11/19/2024 3:46:20 PM
Creation date
1/18/2023 10:26:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085752
PE
2602
FACILITY_NAME
GRUPE-GREENLAW PARTNERS-THORNTONRD / HWY 12
STREET_NUMBER
6015
Direction
W
STREET_NAME
STATE ROUTE 12
City
LODI
Zip
95242
APN
02519015
ENTERED_DATE
9/7/2022 12:00:00 AM
SITE_LOCATION
6015 W HWY 12
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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Section 3 Nitrate Loading Analysis <br /> Nitrate Loading Basis and Assumptions <br /> Because there are concerns of nitrate leaching into ground water from septic systems, a nitrate loading <br /> analysis is required by the SJCEHD for approval of the proposed development. The study estimates the <br /> potential concentration of percolating effluent produced by the proposed project over the long term. <br /> Where percolating effluent leaches into the ground, ground water quality may be adversely 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 mass balance <br /> formula, discussed in a published article by Hantzsche and Finnemore (1992). Hantzsche and Finnemore <br /> have found from investigations conducted in the Chico, California area, the water quality in the upper <br /> saturated ground-water zone closely approximates the quality of percolating effluent from septic <br /> systems.They 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 represent the <br /> potential worst-case condition the upper aquifer would ever experience from the use of on-site septic <br /> systems. Mixing and dilution in the aquifer as well as adsorption and adhesion in the soil, substantially <br /> reduce the concentration of percolating effluent. <br /> The Hantzche and Finnemore equation is a conservative approximation of ground water nitrate-nitrogen <br /> concentration resulting from the combined effect of on-site sewage disposal systems and precipitation. <br /> The equation and method is for estimating long-term effect on ground-water quality, and is not <br /> intended for prediction of seasonal changes (Hantzsche and Finnemore, 1992). <br /> The method takes into account the development area, soil denitrification factor, rainfall recharge area, <br /> rainfall nitrate concentration, waste effluent quantity, and waste effluent nitrate concentration from on- <br /> site septic systems.The equation for calculating the project's potential to adversely impact local <br /> groundwater by increasing nitrate concentrations, also defined as long term average concentration of <br /> percolating effluent, Nc, shown in Figure 3. <br /> Mass Transport Soil Properties <br /> Preliminary percolation tests at the site have revealed that the soils are permeable.The soil will allow <br /> moderate infiltration of water through the surface soils. Effluent remaining near the ground surface <br /> provides more opportunity for biologic processes to occur. Pending soil borings at the site will confirm <br /> soil texture and groundwater depth to support nitrate loading assumptions. <br /> Sources of Nitrate <br /> Septic systems and dairies are significant sources of nitrate found in ground water. Farming activities <br /> using soil fertilization where sandy soils are present may also contribute to nitrate contamination, <br /> especially in shallow unconfined aquifers.The main source of nitrogen in domestic wastewater is urine, <br /> which will be a primary waste product from the proposed Project. Hence,the proposed project will add <br /> nitrate to the groundwater through use of an on-site septic disposal system. <br /> 41 Page <br />
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