Laserfiche WebLink
■ ■' <br />ON SIEGFRIED <br />MEMORANDUM <br />To: Phelan Development <br />From: Paul Schneider, P.E. <br />Date: 6/12/2019 <br />Re: Sanitary Sewer Design and Operational Parameters <br />E&E Trading <br />I. Introduction <br />Our office has been retained by Phelan Development (Owner) to prepare a design report and to <br />document the design and operational parameters for the proposed sanitary sewer system for E&E <br />Trading. In this report, we refer to the San Joaquin County Onsite Wastewater Disposal Standards dated <br />January 2017 (County Disposal Standards). <br />II. Average Daily Flow (ADF) <br />The Average Daily Flow was calculated as follows: <br />ADF = Fixtures * Flow (2 gal/use) * Use Rate (1 use/hr) * Operating Hours (10 hr) <br />Where: <br />Fixtures = Number of Fixtures tributary to septic tank <br />(Toilet, urinal, and _sink are considered -one fixture _at_2_gal/use) <br />Flow = Number of gallons discharged per fixture use <br />Use Rate = Number of times the fixture is used per hour <br />Operating Hours = Number of Hours <br />Our office accepts the flows as follows: <br />Stockton <br />Building <br />Area <br />Description <br />Number of ADF <br />Fixtures(gallons/day) <br />1 <br />NW Office <br />12 240 <br />2 <br />NE Office <br />12 240 <br />3 <br />SW Office <br />12 240 <br />4 <br />SE Office <br />12 240 <br />Totals <br />48 960 <br />Stockton <br />San Jose <br />Sacramento <br />Modesto <br />3428 Brookside Rd., <br />111 N. Market St., #300 <br />109 Scripps Drive <br />100 Sycamore Ave, #100 <br />Stockton, CA 95219 <br />San Jose, CA 95113 <br />Sacramento, CA 95825 <br />Modesto, CA 95354 <br />t: 209.943.2021 <br />t: 408.754.2021 <br />t: 916.520.2777 <br />t: 209.762.3580 <br />F:\17projects\17017 Holly Sugar Industrial\Civil\Septic Sizing - Prelim\17017 Sanitary Sewer Design Criteria Memo Rev 1.docx <br />