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SU0012707 SSNL
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SU0012707 SSNL
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Entry Properties
Last modified
12/23/2019 1:58:43 PM
Creation date
9/4/2019 9:36:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012707
PE
2680
FACILITY_NAME
PA-1800132
STREET_NUMBER
4350
Direction
E
STREET_NAME
ACAMPO
STREET_TYPE
RD
City
ACAMPO
Zip
95220-
APN
01321059
ENTERED_DATE
12/23/2019 12:00:00 AM
SITE_LOCATION
4350 E ACAMPO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\ACAMPO\4350\NL STUDY .PDF
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EHD - Public
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1 <br /> 4350 E.Acampo Road Project No.2018-0043 Page 18 <br /> Table 3. t <br /> Summary of Nitrate Mass Balance Analysis. ' <br /> Parcel Result Acres Average Daily Flow Effluent Leachfield Deep Percolation <br /> (Nc)* (A) (Q) Concen- Denitrifi- of Rainfall(R) <br /> (mg/L-N) (gpd) tration(Nw) cation(d) (Plate 7) (in.) <br /> (mg/L-N) <br /> 1 12.2 2.68 840 35.00 25% 5.24 <br /> * Maximum contaminant level(MCL) for nitrate in drinking water is 10 mg/L-N. ' <br /> 4.6 Impact of Nitrate Loading to Nearby Water Sources <br /> The nitrate maximum contaminant level (MCL) set by the US EPA is 45 mg/L-NO3 or ' <br /> 10 mg/L-N. Total Nitrogen was found in groundwater at 3.8 mg/L. Based on the mass <br /> balance analysis results, in addition to our professional judgement and geologic setting ' <br /> showing the groundwater at approximately 75 feet below ground surface,traveling through <br /> moderately percolating sandy loam soil,we believe the proposed project will not likely cause <br /> a build-up of nitrate in the ground water 2.2 mg/L-N above 10 mg/L-N over the long term. ' <br /> Based on the relatively flat topography of the site, we do not foresee percolating effluent <br /> affecting any surface water resources. ' <br /> 5.0 DISCUSSION OF NITRATE LOADING RESULTS ' <br /> 5.1 Total Nitrate Impact <br /> Based on the methods and assumptions described,in addition to our professional judgement , <br /> and geologic setting, we believe the proposed projects is unlikely to cause a build-up of <br /> nitrate in the ground water 2.2 mg/L-N above 10 mg/L-N over the long term. <br /> 5.2 Methods of Mitigation ' <br /> The nitrate mass balance equation indicates the project would result in 12.2 mg/L-N, t <br /> however,based on the depth to groundwater being large(approximately 75 feet below the ground <br /> surface), and the moderately percolating sandy loam soil onsite, mitigation measures are not <br /> warranted at this time. However, it should be noted that mitigation measures may be ' <br /> recommended and required at a later date based on changes in nitrate in the groundwater, <br /> and long-term monitoring results for the region. <br /> 1 <br /> 6.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Our office concludes that the proposed project will not likely cause a build-up of nitrates <br /> above 10 mg/L total nitrogen in the ground water. However, based on the nitrate loading <br /> calculation (above the 10 mg/L-N), annual sampling and submission of sampling results to ' <br /> the San Joaquin County Environmental Health Department for groundwater from the <br /> lnW g-Ctic well onsite is recommended,and will be required by the SJC EHD. <br /> Petralogix Engmeent 9,Tnc. <br /> 26675 Bmella Road,Galt,Ca 95632 ' <br /> (209)-400-5729 it <br /> w .petmlogixxom <br /> 1 <br />
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