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SR0082950_2021-01-07, 9375 SUGAR, MICHAELS REVISED SEPTIC DESIGN (EXCERPT)
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SR0082950_2021-01-07, 9375 SUGAR, MICHAELS REVISED SEPTIC DESIGN (EXCERPT)
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Last modified
1/3/2022 11:22:40 AM
Creation date
1/3/2022 11:15:18 AM
Metadata
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EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
FileName_PostFix
2021-01-07, 9375 SUGAR, MICHAELS REVISED SEPTIC DESIGN (EXCERPT)
RECORD_ID
SR0082950
PE
4201
STREET_NUMBER
9375
Direction
N
STREET_NAME
SUGAR
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21216017
ENTERED_DATE
12/2/2020 12:00:00 AM
SITE_LOCATION
9375 N SUGAR RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\tsok
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EHD - Public
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<br />Stockton San Jose Sacramento Modesto <br />3428 Brookside Rd., 111 N. Market St., #300 900 Howe Ave, #200 100 Sycamore Ave, #100 <br />Stockton, CA 95219 San Jose, CA 95113 Sacramento, CA 95825 Modesto, CA 95354 <br />t: 209.943.2021 t: 408.754.2021 t: 916.520.2777 t: 209.762.3580 <br /> <br />F:\17projects\17017 Holly Sugar Industrial\Civil\Septic Sizing - Prelim\17017 E&E Sanitary Sewer Design Criteria Memo Ver 4.docx <br />MEMORANDUM <br /> <br />To: Michael Kith, REHS <br />From: <br /> <br />Paul Schneider, P.E. <br />Date: 11/8/2020 <br />Re: Sanitary Sewer Design and Operational Parameters <br />(Michaels TI’s, formerly E&E Trading) <br />SR0082950, SR0080748 <br /> <br />I. Introduction <br />Our office has been retained by Olliix, LLC (Owner) to prepare a design report and to document the <br />design and operational parameters for the proposed changes to the sanitary sewer system for the <br />Michaels TI’s, formerly E&E Trading. In this report, we refer to the San Joaquin County Onsite <br />Wastewater Disposal Standards dated January 2017 (County Disposal Standards). <br /> <br />II. Average Daily Flow (ADF) – Peak Use <br />The Average Daily Flow was calculated as follows: <br />Assumptions: <br />1. 8 hours per shift <br />2. 3 shifts per day (300 first shift, 300 second shift, 100 third shift) <br />3. 1 restroom use every 2.172 hours per employee <br />4. 3.683 uses per shift per employee <br />5. 2 gallons per use for 60% of the uses as toilets and 1.25 gallons per use for 40% of the uses as <br />urinals <br /> <br />Assume 60% of uses are toilet uses and 40% of uses are urinal uses yielding <br /> <br />3.683 uses per shift per employee * 0.6 * 2.0 gal per toilet use = 4.42 gal per shift per employee <br />(4.42 gpd) <br /> <br />3.683 uses per shift per employee * 0.4* 1.75 gal per urinal use = 2.58 gal per shift per employee <br />(2.58 gpd) <br /> <br />4.42 gal per shift per employee + 2.58 gal per shift per employee = 7.0 gal per shift per employee <br />(7.0 gpd) <br /> <br />Where: <br />Toilet Use = Toilet and sink are considered one fixture at 2 gal/use <br />Urinal Use = Low flow urinal and sink are considered one fixture at 1.75 gal/use
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