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SU0011765 SSNL
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SU0011765 SSNL
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Entry Properties
Last modified
5/7/2020 11:35:24 AM
Creation date
9/4/2019 11:08:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0011765
PE
2666
FACILITY_NAME
PA-1800078
STREET_NUMBER
26783
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
GALT
Zip
95632-
APN
00511013
ENTERED_DATE
4/25/2018 12:00:00 AM
SITE_LOCATION
26783 N CHEROKEE LN
RECEIVED_DATE
4/23/2018 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\C\CHEROKEE\26783\PA-1800078\SU0011765\SS_NL STUDY .PDF
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EHD - Public
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r7NLS§ 2.2,3.1, SSS§2.1,4.2. Since the surrounding properties have been farmed for a number of <br /> es, the potential for nitrate contamination to the underlying groundwater aquifers can be <br /> considered significant. However,this was not observed. <br /> NLS§2.3, SSS§ 4.3, 4.4, 4.5, 4.6. Mr. Bowen's existing domestic well was sampled for analysis. <br /> The pump was run for 20 minutes before sampling, with the sample obtained from a hose bibb on <br /> the south side of Mr. Bowen's house. The Table below summarizes the test results obtained. <br /> TABLE 3 <br /> WELL WATER ANALYSIS <br /> WELL ANALYTE I FOUND CONCENTRATION MAXIMUM CONTAMINANT <br /> LEVEL(MCL) <br /> Proposed Nitrate(As Nitrate) 15 ppm 45 ppm <br /> Parcel 1 <br /> Domestic Well <br /> Sampled from Total Alkalinity 195 ppm N/A <br /> Sampling Port <br /> on well Dibromochloropropane Below Detectable Limits 0.010 [a (ppb) <br /> P <br /> discharge pipe.Pe• DBCP BDL <br /> Calculation of Alkalinity Requirement for Nitrification <br /> The nitrate-nitrogen loading to the underlying groundwater is contingent upon the environmental <br /> factors required for nitrification to occur. These conditions include soil pore-space oxygen content, <br /> soil temperature,pH, electrical conductivity, organic matter, cation exchange capacity, and <br /> alkalinity. Alkalinity in wastewater effluent is derived from the well water, in addition to the <br /> introduction of wastes. Nitrification consumes approximately 7.1 mg of alkalinity for every mg of <br /> ammonia-nitrogen(NH4 N) oxidized. Nitrification of the average Total Nitrogen(TN) <br /> concentration of 62 mg/L, as determined on Page 7, would require: 62 mg/L NH4-N x 7.1 mg <br /> Ca 40 • 'ni y. The alkalinity concentration in the Parcel 1 well water was <br /> determined to b 195 pp Therefore, there is an insufficient alkalinity in the well water for <br /> complete nitrification to readily proceed without the introduction of wastes and the alkalinity within <br /> the soil environment. <br /> E. SURFACE WATER INFORMATION <br /> Storm water management will be by on-site retention. Percolating rainwater will theoretically <br /> provide an indeterminable water table dilution effect to percolating wastewater effluent. However, <br /> as referenced in the next Section, rainfall in comparison to evapotranspiration is minimal. <br /> Climatic Data: Rainfall versus Evapotranspiration <br /> NLS§3.2. It is generally and scientifically accepted that when precipitation exceeds <br /> evapotranspiration(Eto), 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 /> Page -5- <br /> Chesney Consulting <br />
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