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SR0080970 SSNL
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SR0080970 SSNL
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Entry Properties
Last modified
11/19/2019 8:39:02 AM
Creation date
11/19/2019 8:20:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080970
PE
2602
STREET_NUMBER
11560
STREET_NAME
CLOVER
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21226022
ENTERED_DATE
8/1/2019 12:00:00 AM
SITE_LOCATION
11560 CLOVER RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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TSok
Tags
EHD - Public
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30 July 2019 AdvancedGeo <br /> AGE Project No. 19-4772 Environmental <br /> Page 13 of 14 <br /> 9.7. IMPACT OF NITROGEN LOADING FROM SITE PROJECT TO <br /> DOWNGRADIENT WATER SOURCES <br /> The recharging of groundwater is the most likely potential feature that could impact future <br /> nitrogen loading. Since the subject property is flat, AGE does not anticipate percolating <br /> effluent will affect any nearby water sources. Based on the volume of wastewater to be <br /> generated, the potential vertical migration would not likely degrade the local groundwater. <br /> A total of 9.66 parts per million (ppm) of additional nitrogen is estimated to be added to <br /> the site over the long term through waste water recharge from the existing and proposed <br /> septic systems. <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 existing and proposed <br /> development should not negatively impact NO3_N loading rates within the aquifer. The <br /> soil at the site appear to be adequate for nitrate degradation and proper leaching of <br /> wastewater. A total of 9.66 ppm of additional nitrogen is estimated to be added to the site <br /> over the long term through waste water recharge from the existing and proposed septic <br /> systems. <br /> 11.0. MITIGATION METHODS PROPOSED <br /> To mitigate any known or potential future impacts to soil and groundwater of nitrate from <br /> the existing and proposed septic systems, the following mitigations could be <br /> implemented: <br /> • Maximize wastewater hold time where practical (retention). <br /> • Avoid use of bioattenuation chemicals (bleach etc.). <br /> • Properly and regularly maintain property septic systems. <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 <br /> Based on this Soil Suitability and Nitrate Loading Study, AGE concludes the following: <br /> • All approved septic system use should follow the EHD On-Site Waste Disposal <br /> Standards. <br />
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