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800 Lakeview Parkway - 06-117-23-43-0020
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Septic as built Survey
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Last modified
2/28/2024 10:02:03 AM
Creation date
2/28/2024 10:00:40 AM
Metadata
Fields
Template:
x Address Old
House Number
800
Street Name
Lakeview
Street Type
Parkway
Address
800 Lakeview Pkwy
Document Type
Septic
PIN
800
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2011 purple code Mound Design <br />www.SepticResource.com {vers 22.2) <br />Property Owner: Norton Homes Date: 2/20/2023 <br />Site Address: 800 Lakeview Parkway PID: 0611723430020 <br />Comments: <br />instructions: 0 = enter data = adjust if desired = computer calculated - DO NOT CHANGE! <br />1)bedroom Type I I Residential System <br />2) 750 GPD design flow <br />3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks <br />4) 2250 Gal Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) <br />Tank options: Multiple tanks or compartments req'd <br />s) 1.2 GPD/ft2 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 b3.0 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) 0laterals 61.0 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) 7/32 inch perfs at feet residual head gives 0.56 gpm flow rate per perforation <br />for this perf size Et spacing, Et pipe size on line 12, max perfs/lateral = 30 line #8 must be less > Ok <br />io> 4.0 doses per day (4 minimum) <br />u) 188 gallons per close (treatment volume) <br />12) 2.00 inch diameter laterals must be used to meet 'Ax pipe volume" requirement <br />13) 50 feet of 2.0 inch supply line leads to =gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) 197 gallons TOTAL pump out volume (treatment + drainback) <br />1s) 15 feet vertical liftfromm pump to mound laterals, leads to a: <br />16) 36 GPM @ 23 feet of head, Pump requirement (note: >50gpm may require an extra 3-6' of head) <br />17) 750 gal Dose tank (code minimum) 1250 gal Dose tank (design size / LUG req'd) at 25,4q gpi <br />leads to a: IOptional Time dosing of: <br />18) 7.7 inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) <br />5.5 min ON <br />19)It <br />inches from bottom of tank to "Pump OFF" float 8.5 hrs OFF <br />zo) inches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float <br />21) inches from bottom of tank to "Hi Level" float 33 inches to "Hi Level" float <br />22) 664 gallons reserve capacity (after High Level Alarm is activated -demand dosed) <br />
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