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05-03-2017 Septic Design
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300 Big Island - PID: 23-117-23-32-0027
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05-03-2017 Septic Design
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Last modified
8/22/2023 4:13:16 PM
Creation date
10/1/2021 2:52:25 PM
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x Address Old
House Number
300
Street Name
Big Island
Address
300 Big Island
Document Type
Septic
PIN
2311723320027
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OSTP Design Summary Worksheet <br />ft2 ft ft <br />ft ft ft <br />ft Downslope Berm Width ft ft <br />ft ft Contour Loading Rate gal/ft <br />ft ft ft <br />Contour Loading Rate gal/ft ft ft <br />ft ft ft <br />ft in <br />in Min. Delivered Volume gal Maximum Delivered Volume gal <br />Lateral 1 <br />Lateral 2 <br />Lateral 3 <br />Lateral 4 <br />Lateral 5 <br />Lateral 6 <br />5. <br />A. <br />1. <br />lbs BOD/day <br />2.Type of Pretreatment Unit Being Installed: <br />3.Calculate Soil Treatment System Organic Loading: BOD concentration after pretreatment ÷ Bottom Area = lbs/day/ft2 <br />mg/L X 8.35 ÷ 1,000,000 ÷ ft2 =lbs/day/ft2 <br />Comments/Special Design Considerations: <br />I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. <br />(Date) <br />Total System Length <br />Endslope Berm Width <br />Perforation Size <br />(in) <br />Pipe Volume <br />(gal/ft)Spacing (ft) <br />Level & Equal Pressure Distribution Summary <br />Pipe Length <br />(ft) <br />Total System Width <br />Non-Level and Unequal Pressure Distribution Summary <br />Lateral Diameter <br />Elevation <br />(ft) <br />No. of Perforated Laterals <br />Calculate the organic loading <br />Pipe Size (in) <br />System Length <br />At-Grade Design Summary <br />Upslope Berm Width <br />Absorption Bed Width System Height <br />System Width <br />Absorption Width <br />Mound Design Summary <br />Bed Length <br />Endslope Berm Width <br />System will utilize Infiltrator Quick4 High Capacity (HC) chambers. These chambers provide 12" of sidewall, which allows for a 20% <br />reduction in the drainfield sizing. <br />gal <br />gal <br />Maximum Delivered Volume <br />gpd X <br />(Designer)(Signature) <br />Peter Miller/Matt Summers <br />(License #) <br />Perforation Diameter <br />mg/L X 8.35 ÷ 1,000,000 = <br />Organic Loading to Pretreatment Unit = Design Flow X Estimated BOD in mg/L in the effluent X 8.35 ÷ 1,000,000 <br />Perforation Spacing <br />Minimum Delivered Volume <br />Additional Info for Type IV/Pretreatment Design <br />Spacing (in) <br />Upslope Berm Width <br />Absorption Bed Length <br />Downslope Berm Width <br />Berm Width (0-1%) <br />Bed Width <br />Clean Sand Lift <br /> <br />Absorption Bed Area
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