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SE22-000025 Design with markups
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2925 Deer Run Trail - 04-117-23-24-0011
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SE22-000025 Design with markups
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Last modified
8/22/2023 5:10:49 PM
Creation date
4/20/2023 8:15:34 AM
Metadata
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Template:
x Address Old
House Number
2925
Street Name
Deer Run
Street Type
Trail
Address
2925 Deer Run Tr
Document Type
Septic
PIN
0411723240011
Supplemental fields
ProcessedPID
Updated
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DocuSign Envelope ID: D8AA32DD-94F0-4A26-ACCF-EFE01 D862864 <br />2011 purple code <br />Mound Design <br />www.SepticResource.com (vers 15.2) <br />Property Owner: Regency Homes Date: 1/20/2022 <br />Site Address: 2.925 Deer Run Trail, Orono PID: <br />Comments: <br />instructions: = = enter data adjust if desired = computer calculated - DO NOT CHANGE! <br />1)bedroom Type Residential System <br />2) 750 GPD design flow <br />3) No Garbage disposal or pumped to septic <br />4) 2500 Gal Septic tank (code minimum) 2500 Gal Septic tank (design size / LUG req'd) <br />Tank options: none <br />s) 1.2 GPD/ftz mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed <br />6) 10.0 ft rockbed width 62.5 ft rockbed length <br />7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br />end feed manifold connection <br />8) laterals 60.5 Feet long 21.0 perfs / lateral 63 perfs total <br />(1 /2 a perf means the first perf starts at the middle feed manifold) <br />9) 114" inch perfs at =feet residual head gives 0.74 gpm flow rate per perforation <br />for this perf size £t spacing, ft pipe size on line 12, max perfs/lateral = 25 , line ##8 must be less > OK <br />10) 4.0 doses per day (4 minimum) <br />11) 188 gallons per dose (treatment volume) <br />2.00 5x <br />12) 2.00 inch diameter laterals must be used to meet "4x pipe volume" requirement <br />2.00 3x <br />13) 105 feet of 2.0 inch supply line leads to 18 gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 206 gallons TOTAL pump out volume (treatment + drainback) <br />15) 14 feet vertical lift from pump to mound laterals, leads to a: <br />ire) 47 GPM @ 27 feet of head, Pump requirement (note, >50gpm may require an extra 3-6' of head) <br />17) 9250 gal Dose tank (code minimum) 1250 gat Dose tank (design size / LUG req'd) at 2b,00 gpi <br />leads to a <br />18) 7,9 inch swing on Demand float, or timed dosing ofMhrs <br />min ON (confirm pump rate with drawdown <br />(this delivers Average flow, =70% of Peak design fEow) OFF test and adjust as necessary) <br />19) 12 inches from bottom of tank to "Pump OFF" float <br />20) 120 Jinche5 from bottom of tank to "Pump ON" float, or12 inches to "Timer ON" float if time dosed <br />21) 23 inches from bottom of tank to "Hi Level" float, or 33 inches to "Hi Level" float if time dosed <br />22) 652 gallons reserve capacity (after High Level Alarm is activated) <br />
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