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SU0008520 SSNL
EnvironmentalHealth
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PA-1000247
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SU0008520 SSNL
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Last modified
5/7/2020 11:33:32 AM
Creation date
9/4/2019 5:55:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0008520
PE
2625
FACILITY_NAME
PA-1000247
STREET_NUMBER
4981
Direction
E
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05926068
ENTERED_DATE
11/30/2010 12:00:00 AM
SITE_LOCATION
4981 E EIGHT MILE RD
RECEIVED_DATE
11/29/2010 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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\MIGRATIONS\E\EIGHT MILE\4981\PA-1000247\SU0008520\NL STDY.PDF
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EHD - Public
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I <br /> TABLE 3 <br /> IrI WELL WATER ANALYSIS: ,, <br /> WELL ANALYTE CONCENTRATION MAXIMUM CONTAMINANT <br /> FQLA'i� LEVEL(MCL) <br /> On-Site Nitrate 16 ppm 45 ppm <br /> Domestic Well (As Nitrate) <br /> Sampled from <br /> Sampling Port Dibromochloropropane Below Detectable Li its 0.2IL b <br /> on well DBCP (BDL) µ (ppb) <br /> discharge pipe. <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading calculations are contingent upon the environmental factors required for <br /> nitrification to occur. These conditions include soil pare-space'oxygen content, soil temperature, <br /> pH, electrical conductivity, organic matter, cation exchange capacity, and alkalinity. Alkalinity in <br /> wastewater effluent is derived from the on-site well water that will be provided, in addition to the <br /> introduction of wastes to the effluent. Nitrification consumes approximately 7.1 mg of alkalinity for <br /> every mg of ammonia-nitrogen (NH4-N) oxidized. Nitrification of the average Total Nitrogen (TN) <br /> I4 concentration of 60 mg/L, as determined on Page 8, would require: 60 mg/L NH4-N x 7.1 mg <br /> CaCO3 =426 mg/L alkalinity. The alkalinity in the groundwater serving domestic water supplies in <br /> the Stockton locale are never this high. This low alkalinity concentration in the underlying <br /> groundwater supplies a indeterminable amount of insufficient alkalinity for nitrification to readily <br /> proceed. <br /> E. SURFACE WATER INFORMATION <br /> Storm water management must be by on-site retention basin until if, and when, public services are <br /> provided. Percolating rainwater from this structure may theoretically provide a water table dilution <br /> effect to percolating wastewater effluent depending upon the siting of each structure (basin and <br /> leachfield). Dilution effects can only be truly discerned with extensive groundwater monitoring and <br /> modeling. According to a scientific paper authored by Shaw and Turyk(1994), reduction of nitrate <br /> concentrations in groundwater can occur primarily through dispersion, by percolating rainwater, or a <br /> cleaner water source including effluent water recharge. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> NLS§3.2. It is generally and scientifically accepted that when precipitation exceeds <br /> evapotranspiration (Eta), deep percolation of surface rainwater may occur. Evapotranspiration <br /> refers to water evaporation that takes place both at the soil surface and transpiration by plants. <br /> k <br /> The following Table illustrates rainfall and evapotranspiration for the Stockton area. Precipitation <br /> data was obtained from the Soil Survey of San_Joa.quin Count' The conservative "2 years in 10" <br /> data was used and not the "average rainfall" data. Evapotranspiration data was obtained from the <br /> California Irrigation Management Information System (CIMIS)4: <br /> 6 1 <br /> t <br /> __j <br /> Chesney Consulting <br />
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