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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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FilePath
\MIGRATIONS\E\EIGHT MILE\4981\PA-1000247\SU0008520\NL STDY.PDF
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EHD - Public
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f <br /> TABLE 4 f <br /> PRECIPITATION AND Eto DATA FOR STOCKTON, CA:, <br /> Month 2 Years in 10 will have more Eto Average Potential Deep <br /> precipitation than: (in/mo) Percolation (in/mo) <br /> (in/mo) (in/day) <br /> January 4.42 1.24 0.04 3.18 <br /> February 3.20 1.96 0.07 1.24 <br /> March 3.43 3.41 0.11 -- <br /> April 1.92 5.10 0.17 <br /> May 0.50 6.82 0:22 -- <br /> June 0.25 7.80 } 0.26 -- <br /> July 0.23 8.06 0.26 -- <br /> August 0.40 7.13 0.23 -- <br /> September 0.76 5.40 r 0.18 -- <br /> October 1.39 3.72 l 0.12 -- <br /> November 3.31 1.80 0.06 1.51 <br /> December 3.67 0.93 0.03 2.74 <br /> k TOTALS (in.) 18.92 53.4 ------ 8.67 <br /> This chart illustrates that evapotranspiration far exceeds precipitation, even when using higher rainfall data <br /> that exceeds normal rainfall data by 56%. Only in the months of January, February,November and <br /> December would deep percolation potentially occur. This data illustrates a relatively high potential for 3 v� <br /> there to be significant evapotranspiration (or bare soil surface evaporation) from a wastewater disposal <br /> system design that may take advantage of evapotranspiration during favorable months of the year. <br /> III. NITRATE LOADING STUDY FINDINGS <br /> A. WASTEWATER FLOW VOLUME PROJECTIONS AND CHARACTERISTICS <br /> j Wastewater Flow Volume Projections <br /> I To determine nitrate-nitrogen loading from any project,wastewater flow volumes must be determined as <br /> accurately as possible. Typically, loading projections are based on the maximum anticipated wastewater <br /> flows, occurring daily, weekly,or for singular events. The number of Parishioners for the St. Sharbel Church <br /> was initially defined on the Application for a Use Pei 225 for,both Sunday and Saturday Services. <br /> rm <br /> However,this number has been subsequently revised 125rishioners either on a Saturday Service or a <br /> Sunday Service,as illustrated on the Staff Report- Us it found it n Appendix A. <br /> 7 <br /> Chesney Consulting <br />
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