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SR0083706_SSNL
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Last modified
6/7/2021 1:50:43 PM
Creation date
6/7/2021 1:46:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0083706
PE
2602
STREET_NUMBER
1246
Direction
N
STREET_NAME
FINE
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09304076
ENTERED_DATE
5/13/2021 12:00:00 AM
SITE_LOCATION
1246 N FINE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Petralogix Engineering, <br />26675 Bruella <br />(209:-400-5729 <br />www.petralogix.com <br />1246 N Fine Road Project No. 2021-00025 Page 16 <br />Based on this method, the average deep percolation of rain for the South Stockton area is estimated <br />to be 3.21 inches. The nitrate concentration of rain fall was estimated to be 1 mg/L-N (Hantzsche <br />and Finnemore, 1992). <br />5.3 Current On-Site Sources of Nitrate <br />The current onsite 4-bedroom residence, and associated septic system and rainfall are <br />recognized as potential current on-site sources of nitrate. <br />5.4 Future On-Site Sources of Nitrate <br />5.4.1 Quantity and Quality of Domestic Wastewater from Proposed Project <br />The following discussion is for determining the long-term wastewater flow anticipated from <br />the planned residential house for the site, to be incorporated into the nitrate loading analysis. <br />The anticipated wastewater flow determined is not intended to be used for septic system <br />design, because septic system sizing includes a peak use factor, whereas the numbers <br />discussed herein are based on a long-term conservative measure of estimated effluent <br />volume. <br />4-bedroom residence with associated septic system onsite. In addition, <br />2-bath secondary dwelling unit with a separate septic system is <br />Per San Joaquin County Environmental Health requested guidelines <br />loading studies, an average daily flow of 100 gallons for the first <br />for each additional bedroom per residence per day is estimated for <br />table presents the nitrate contributing septic wastewater flow rates <br />Table 3. <br />Typical Quantity of Effluent <br />There is currently a <br />a proposed 3-bedroom, <br />planned for the site. <br />based on previous nitrate <br />bedroom and 50 gallons <br />the site. The following <br />anticipated for the site. <br />Category Total <br />Bedrooms <br />Average <br />Quantity <br />per <br />Bedroom <br />per Day <br />(gal) <br />Days of <br />Use per <br />Year <br />Average Daily Flow <br />Per Facility <br />Existing <br />Main House - 4 <br />Bedroom <br />1 100 365 <br />(100 gallons per 1st bedroom per <br />day x 1 bedroom x 365 days) / <br />365 days = 100 gal <br />3 50 365 <br />(50 gallons per bedroom per day <br />x 3 bedrooms x 365 days) / 365 <br />days= 150 gal <br />Inc. <br />Road, Galt, Ca 95632
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