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SR0082659_SSNL
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SR0082659_SSNL
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Last modified
10/27/2020 3:00:52 PM
Creation date
10/27/2020 2:55:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0082659
PE
2602
STREET_NUMBER
16375
Direction
E
STREET_NAME
MILGEO
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26122011
ENTERED_DATE
9/29/2020 12:00:00 AM
SITE_LOCATION
16375 E MILGEO RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Soil Suitability/ Nitrate Loading Study Irerracon <br /> Shipherd Property Ripon, California <br /> August 25, 2020 Terracon Project No. NA207060 <br /> Table 8. <br /> Net Rainfall Recharge <br /> CIMIS Station Average Potential ET Net Rainfall <br /> (in/year) <br /> Number/ Precipitation ETO Adjustment Actual r) Recharge <br /> Location (in/year) (in/year) Factor (in/year) <br /> 070/Manteca <br /> 194 Oakdale 2.83 53.54 0.396 21.20 6.38 <br /> 249/Ripon <br /> Based on this method, the average net rainfall recharge for Ripon is estimated to be 6.38 <br /> inches/year. <br /> The nitrate concentration of rainfall is estimated to be 1 mg/L-N (Hantzsche and Finnemore, <br /> 1992). <br /> 2.3.3 Current On-Site Sources of Nitrate <br /> The current on-site sources of nitrate include natural processes and the existing septic system. <br /> 2.3.4 Future On-Site Sources of Nitrate <br /> Future on-site sources of nitrate include the existing septic system, proposed septic system, and <br /> natural processes. <br /> 2.3.4.1 Quantity and Quality of Wastewater from Project <br /> The following discussion is for determining the long-term wastewater flow generated from the <br /> proposed development for the nitrate loading analysis and should not be used for septic system <br /> design purposes. Typically, use estimates for the sizing of septic systems include a peak use <br /> factor, whereas the numbers discussed here are based on long-term averages. <br /> The estimated sewage flow rates for use categories are available from a number of references. <br /> The uses presented below were guided by the San Joaquin County On-Site Wastewater <br /> Treatment Standards (OWTS) dated 2017, Crites and Tchobanoglous (1998), and EPA (1980). <br /> Table 4-2 of the text from Crites and Tchobanoglous indicates that the typical residential use rate <br /> is 70-gallons per day per bedroom. The EPA Design Manual (Table 4-6) indicates the typical use <br /> rate is 45-gallons per day per resident. Based on a review of the United States Geological Survey <br /> (USGS)California Water Science Center California Water Use 2010 Data,average daily domestic <br /> use per capita was estimated at 69-gallons per day. <br /> In February 2020, the EHD approved a revised calculation method for long term average <br /> discharge of waste water and recommended 100 gallons for the first bedroom and 50 gallons for <br /> each additional bedroom. <br /> iresponsive ■ Resourceful ■ Reliable 14 <br />
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