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SU0006328 SSNL
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SU0006328 SSNL
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Last modified
5/7/2020 11:32:19 AM
Creation date
9/4/2019 6:09:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0006328
PE
2687
FACILITY_NAME
PA-0600516
STREET_NUMBER
4391
Direction
S
STREET_NAME
ESCALON BELLOTA
STREET_TYPE
RD
City
FARMINGTON
APN
18713010
ENTERED_DATE
11/20/2006 12:00:00 AM
SITE_LOCATION
4391 S ESCALON BELLOTA RD
RECEIVED_DATE
11/20/2006 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\ESCALON BELLOTA\4391\PA-0600516\SU0006328\SS STDY.PDF \MIGRATIONS\E\ESCALON BELLOTA\4391\PA-0600516\SU0006328\NL STDY.PDF
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EHD - Public
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January 16,2007 <br /> NOA Project Number: E07009A <br /> Commercial Buildi <br /> The commercial building is proposed to have approximately ten (10) employees per day. The <br /> number of customers is estimated to be 32, based on the number of parking spaces on site.The <br /> t building will be open six days a week with normal business hours. <br /> Our office was provided with water meter records, for buildings in the area with similar square <br /> footage as the proposed commercial building on site, to determine average sewage flow rates. Our <br /> office was provided with this information for five (5) sites by the City of Lodi Public Works.The <br /> winter months'rates were used in order to minimize water flow related to irrigation (which does not <br /> ! enter the septic disposal area). The average flow rate for the buildings in the winter months was <br /> approximately 165 gallons per day (gpd). <br /> The estimated sewage flow rates for use categories are available from a number of references. The <br /> uses presented below were guided by the San Joaquin County On-Site lFastewater Disposal Standards <br /> # (2003), Crites and Tchobanoglous (1998), and EPA (1980). The references indicate that ten (10) <br /> gallons for each employee is typical for a shopping center employee and two (2) gallons is typical for. <br /> F a shopping center customer. The total estimated sewage flow for the commercial building would be <br /> estimated at approximately 164 gpd,which is consistent with the aforementioned commercial <br /> building flow average. <br /> ((2gpd x 32 customets)) +((10gpd x 10 employees)) =164gpd <br /> � �f # / off _ /GGj <br /> Gas Station & Convenience Store / <br /> The gas station and convenience store is proposed to have approximately two (2) employees per <br /> shift, six (6) total. The building will be open 24 hours a day, seven days a week. Our office was <br /> provided with water meter and customer receipt records from the 76 station and convenience store <br /> located at the northeast corner of Interstate 5 and Walnut Grove Road in Thornton, California. The <br /> estimated sewage flow rate for a gas station employee is approximately 13 gpd. The 76 station had a <br /> daily average of 1,500 customer receipts and a flow rate of 913 gpd,giving an average use of 0.56 <br /> gallons per customer per day (with the subtraction of 78 gpd, or six (6) gas station employees at 13 <br /> gPd)• . <br /> The 76 station is located beside Interstate 5 and gets heavy use.The Farmington station will be in a <br /> less populated area with less use. It is estimated that the use will be on the order of 25 percent less <br /> usage,remaining in a flow of approximately 708 gpd: <br /> ((Mgpd x 1,125 customers) +(13gpd x 6 employees)) = 708gpd <br /> a _ � <br /> �� + '�3 <br />
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