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SR0085665_SSNL
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SR0085665_SSNL
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Last modified
9/8/2022 10:36:25 AM
Creation date
9/8/2022 10:12:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0085665
PE
2602
FACILITY_NAME
14250 S JACK TONE RD
STREET_NUMBER
14250
Direction
S
STREET_NAME
JACK TONE
STREET_TYPE
RD
City
STOCKTON
Zip
95336
APN
20305029
ENTERED_DATE
8/18/2022 12:00:00 AM
SITE_LOCATION
14250 S JACK TONE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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09 August 2022 <br />Project No. 22-6942 <br />Page 15 of 16 <br />(0.23 inches/year + 2.99 inches/year) <br />Nr= 17.65=3.22=4.41 17.65/3.22 <br />Nr = 5.48 ppm nitrogen (NO3_N) <br />Nr = 3.71 ppm (residential) + 5.48 ppm (industrial) <br />Total Nr = 9.19 ppm nitrogen (NO3_N) <br />AdvancedGeo <br />An Employee -Owned Company <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, AGI does not anticipate percolating <br />effluent will affect any nearby water sources. Based on the volume of wastewater to be <br />generated and the depth to groundwater (60-70 feet bsg), the potential vertical migration <br />would not likely degrade the local groundwater. A total of 9.19 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 below 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 will not <br />negatively impact NO3_N loading rates within the aquifer. The soil at the site appear to <br />be adequate for nitrate degradation and proper leaching of wastewater. A total of <br />9.19 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. <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 />
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