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SR0083212_SSNL
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SR0083212_SSNL
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Last modified
2/10/2022 2:19:06 PM
Creation date
2/17/2021 1:58:09 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083212
PE
2602
STREET_NUMBER
2387
Direction
E
STREET_NAME
LEARNED
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
17302010
ENTERED_DATE
1/28/2021 12:00:00 AM
SITE_LOCATION
2387 E LEARNED AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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January 21, 2021 <br />BGG Job No. G130.09 <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), predicting <br />groundwater Nitrate -Nitrogen impacts. <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 considers the <br />development area, soil denitrification factor, rainfall, rainfall nitrate concentration, waste effluent <br />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 moderately permeable. 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 saturated zone of the upper aquifer. <br />Nitrate Sources <br />Septic systems have been identified to be a significant source of nitrate impact to groundwater. <br />Dairy farming and orchard fertilization in sandy soils is also a significant source of nitrate <br />contamination 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 />Rainfall recharge (deep percolation of rain) is a significant factor in the nitrate loading estimate; <br />however, data on rainfall recharge rates is not widely available. For H&F's study conducted in the <br />Chico area, a recharge rate was calculated to be 75 percent of the average rainfall. Since the Chico <br />area is similar geologically to San Joaquin County region, an estimated recharge rainfall for this <br />study was calculated based upon 75 percent of annual rainfall for the project area. <br />BAEZ GEOTECHNICAL GROUP Soil Suitability Study and Nitrate Loading Study- Valdovinos Residence Page 6 <br />
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