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SR0081797_SSNL
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Last modified
11/19/2024 3:59:57 PM
Creation date
3/4/2020 9:34:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081797
PE
2602
STREET_NUMBER
20679
Direction
E
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
APN
20508004
ENTERED_DATE
2/25/2020 12:00:00 AM
SITE_LOCATION
20679 E HWY 120
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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February 24, 2020 <br /> BGG Job No. G123.02 <br /> NITRATE LOADING STUDY <br /> Due to concerns of nitrate leaching into groundwater from septic systems,a nitrate loading analysis <br /> was required by the San Joaquin County Environmental Health Department(SJC EHD)for approval <br /> of the proposed Zinc House Winery septic system. The intent of the study is to estimate the potential <br /> concentration of percolating effluent produced by the proposed septic system for an extended period. <br /> Where percolating effluent leaches into the ground, groundwater quality may be impacted to a <br /> degree, should the effluent reach the groundwater table. <br /> The method utilized for the nitrate loading analysis is based on a simple and convenient mass <br /> balance formula, discussed in a published article by Hantzsche and Finnemore (1992). <br /> Hantzsche and Finnemore (H&F) have concluded from investigations conducted in the Chico, <br /> California area that the water quality in the upper,saturated groundwater zone closely approximates <br /> the quality of percolating effluent from septic systems. A simple method was developed that is <br /> appropriate for estimating the impact of percolating effluent from septic systems. The intent of the <br /> method is to simulate the worst-case effluent impact that the upper aquifer would potentially <br /> experience from the use of on-site septic systems. The concentrations of percolating effluent are <br /> typically substantially reduced by mixing and dilution in the aquifer as well as absorption and <br /> adhesion in the soil. <br /> The H&F equation is a conservative approximation of groundwater nitrate-nitrogen concentration <br /> resulting from the combined effect of on-site sewage disposal systems and rainfall precipitation. The <br /> H&F equation and method are appropriate for estimating longterm effects on groundwater quality;it <br /> is not intended for use in predicting seasonal fluctuations (H&F, 1992). The method takes into <br /> account the development area,soil denitrification factor,rainfall,rainfall nitrate concentration,waste <br /> effluent quantity, and waste effluent nitrate concentration from onsite septic systems. <br /> Mass Transport Soil Properties <br /> Field percolation test results indicate that the surface soils are moderatelyppeuxwable.The site soils <br /> will permit some infiltration of water through the surface soils.The longer the effluent remains near <br /> the surface, the more biologic treatment may occur. If permeable soils exist to the depth of the <br /> ground water aquifer, it is possible that any remaining surface contaminants may be transported to <br /> the first saturated zone of the aquifer. <br /> Nitrate Sources <br /> Septic systems and dairies have been identified to be the most significant sources of nitrate impact to <br /> groundwater. Orchard fertilization in sandy soils is also a significant source of nitrate contamination <br /> in shallow or sandy aquifers in San Joaquin County. <br /> Rainfall Contribution <br /> An estimate for rainfall quantity and quality was required for this nitrate loading analysis. The H&F <br /> method utilizes the"average recharge rate of rainfall"for calculating potential nitrate impacts to the <br /> aquifer. Some portion of total rainfall will dissipate by evapotranspiration,the sum of evaporation <br /> and plant transpiration, hence reducing the amount of rainfall percolation into the aquifer and <br /> percolating effluent, especially in summer months. <br /> BAEZ GEOTECHNICAL GROUP Soil Suitability Study and Nitrate Loading Study-Zinc House Winery Page 6 <br />
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