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SU0012807 SSNL
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SU0012807 SSNL
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Entry Properties
Last modified
1/7/2020 4:49:45 PM
Creation date
9/4/2019 10:18:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0012807
PE
2611
FACILITY_NAME
SU-91-7
STREET_NUMBER
8150
Direction
W
STREET_NAME
BATES
STREET_TYPE
RD
City
TRACY
Zip
95304-
APN
24809006
ENTERED_DATE
1/7/2020 12:00:00 AM
SITE_LOCATION
8150 W BATES RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\B\BATES\8150\SU-91-7\SS STDY.PDF
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EHD - Public
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File No, 20-2983-03 <br /> ' UN l(LEINFELl)ER <br /> October 26, 1990 <br /> 3 • "Review Committee Report On Evaluation of <br /> E $ <br /> Sources of Nitrate in Groundwater of the Chico <br /> I` Urban Area, " Butte County, dated September 26, <br /> f 1989. <br /> 4• A Review of the Nitrate Problems in the <br /> Groundwater of the Santa Ana region and Their <br /> Relationship to High Density Developments on <br /> Septic Tank-Subsurface Disposal Systems, dated <br /> September 8, 1989, by the CRWQCB, Santa Ana <br /> region. <br /> According to our review of the above references an <br /> with Mr. Dykstra, the "Hantzche mass balance e d our discussions <br /> '� equation is one means <br /> of estimating nitrate concentrations in <br /> r groundwater. In the CRWQCB <br /> report on nitrate concentrations in the Chico area, this formula <br /> was found to be sensitive to flow figures, home occupancy levels, <br /> and denitrification rates. The "Hantzche" equation is presented <br /> below with an explanation for each factor. <br /> Nc = AW .x Nw 1-D + r Nb <br /> AW + r <br /> Where: NC is the nitrate concentration in ground water <br /> 4 resulting from domestic sources and precipitation - <br /> mg/1 <br /> A is the number of dwellingunits <br /> tanks - unit/acre Per acre on septic <br /> W is the annual wastewater loading �+ <br /> acre - inches Per dwelling per ' <br /> Nw is the nitrate concentration of nitrified leach <br /> YV <br /> �1 <br /> field effluent - mg/l <br /> copyright 1990 Kleinfelder, Inc. 3 <br />
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