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SR0084919_SSNL
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2600 - Land Use Program
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SR0084919_SSNL
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Last modified
3/30/2022 1:30:08 PM
Creation date
3/30/2022 1:12:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084919
PE
2602
STREET_NUMBER
10330
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
08902023
ENTERED_DATE
2/25/2022 12:00:00 AM
SITE_LOCATION
10330 E EIGHT MILE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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16 Febuary 2022 <br />Project No. 22-6747 <br />Page 12 of 13 <br />AdvaneedGe <br />An Employee -Owned Company <br />would not likely degrade the local groundwater. A total of 16.28 ppm of additional nitrogen <br />is estimated to be added to the site over the long term through wastewater recharge from <br />the proposed septic system. The nitrogen loading value is above the desired value of <br />10 ppm. <br />10.0. TOTAL NITRATE IMPACT FROM PROPOSED PROJECT <br />Based on the method and assumptions described, proposed NO3_N mass of wastewater <br />and the calculations of the NO3_N loading predicted, the proposed development may <br />negatively impact NO3_N loading rates within the aquifer. The soils at the site appear to <br />be adequate for nitrate degradation and proper leaching of wastewater. A total of <br />16.28 ppm of additional nitrogen is estimated to be added to the site over the long term <br />through wastewater recharge from the proposed septic system. <br />11.0. MITIGATION METHODS PROPOSED <br />To mitigate any known or potential future impacts of nitrate to soil and groundwater from <br />the proposed septic system, the following mitigations could be implemented: <br />• Maximize wastewater hold time where practical (retention) by installing a larger <br />septic tank (2,000 gallons), or if necessary, install a septic system designed by a <br />professional engineer. <br />• Avoid use of bioattenuation chemicals (bleach etc.). <br />• Properly and regularly maintain the property septic system. <br />• Use EHD criteria for sizing the septic disposal field. <br />If re -location or expansion of leach fields becomes necessary, leach lines should include <br />high organic substrates under and surrounding the lines installed. <br />12.0. CONCLUSIONS AND RECOMMENDATIONS <br />Based on this Soil Suitability and Nitrate Loading Study, AGI concludes and recommends <br />the following: <br />• The percolation rate meets the minimum EHD standards in the proposed septic <br />system disposal field. <br />• The nitrogen loading rate is above the desired value of 10 ppm. <br />0 All approved septic system use should follow the EHD Onsite Wastewater <br />
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