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SU0006319_SSNL
EnvironmentalHealth
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120 (STATE ROUTE 120)
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2600 - Land Use Program
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PA-0600607
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SU0006319_SSNL
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Last modified
11/19/2024 3:59:59 PM
Creation date
9/8/2019 12:32:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006319
PE
2631
FACILITY_NAME
PA-0600607
STREET_NUMBER
10954
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
APN
22803025
ENTERED_DATE
11/15/2006 12:00:00 AM
SITE_LOCATION
10954 E HWY 120
RECEIVED_DATE
11/14/2006 12:00:00 AM
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\O\HWY 120\10954\PA-0600607\SU0006319\SS_NL STDY.PDF
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EHD - Public
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Nitrification consumes approximately 7.1 mg of alkalinity for every mg of ammonia-nitrogen <br /> (NH4 N) oxidized. Nitrification of the average Total Nitrogen (TN)concentration of 113 mg/L, as <br /> determined on Page 11 would require: 113 mg/L NH4-N x 7.1 mg CaCO3 = 802 mg/L alkalinity. <br /> The alkalinity of the underlying aquifers supplying the domestic water supply is approximately 150 <br /> ppm based on tests of surrounding domestic wells. This alkalinity concentration may theoretically <br /> retard nitrification to an indeterminable degree. <br /> Mounding Analysis /, <br /> Since the groundwater was measured(athe <br /> 2 fee)from the sounding of an adjacent domestic well, <br /> adverse mounding potential should bn stent and inconsequential. Additionally, since a large <br /> percentage of sand is known to occur deeper depths, this would also, in all likelihood, <br /> prevent the formation of the mound phenomenon under the disposal area. A distance of <br /> approximately 20 feet between the soil/effluent interface and the top of the underlying water table <br /> should be maintained. For wastewater treatment(destruction of bacteria and viruses) to occur, the <br /> distance effluent should/travel under unsaturated conditions through the soil environment is <br /> generally regarded to b� 5 feet. <br /> E. SURFACE WATER INFORMATION <br /> Storm water management is proposed to be by on-site management. There should be no impact to <br /> percolating effluent water from the septic system. Since the groundwater directional flow is north- <br /> northwest,percolating rainwater from runoff from the Produce Stand building into the top aquifer <br /> mixing layer may create a dilution effect to the downgradient percolating septic system effluent. <br /> Groundwater dilution effects can only be truly discerned with complicated groundwater monitoring <br /> and modeling. According to a scientific paper authored by Shaw and Turyk(1994), reduction of <br /> nitrate concentrations in groundwater can occur primarily through dispersion, or by percolating <br /> rainwater recharge. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> .NLS§3.2 It is generally and scientifically accepted that when precipitation exceeds evapotrans- <br /> p' tion(�to), deep percolation of surface rainwater may occur. Evapotranspiration refers to water <br /> evaporation that takes place both at the soil surface and transpiration by plants. <br /> The following chart illustrates rainfall and evapotranspiration for the Stockton area, which is the <br /> closest data to Manteca available. Precipitation data was obtained from the Soil Survey of San <br /> Joaquin County. The conservative"2 years in 10"data was used and not the"average rainfall" <br /> data. Evapotranspiration data was obtained from the California Irrigation Management <br /> Information System (CIMIS): <br /> 7 <br /> Chesney Consulting <br />
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