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2016-00830 - septic
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470 Orchard Park Road - 32-118-23-23-0011
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2016-00830 - septic
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Last modified
8/22/2023 4:39:44 PM
Creation date
4/25/2018 12:50:04 PM
Metadata
Fields
Template:
x Address Old
House Number
470
Street Name
Orchard Park
Street Type
Road
Address
470 Orchard Park Road
Document Type
Septic
PIN
3211823230011
Supplemental fields
ProcessedPID
Updated
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201 purple code Mound Design <br /> www.SepticResource.com (vera 15.2) <br /> Property Owner: MSI Custom Homes Date: 9/1/2016 <br /> Site Address: Lot 1, Block 1 Orchard Farms PID: <br /> Comments: <br /> instructions: =enter data -adjust if desired = computer calculated- DO NOT CHANGE! <br /> )) 4 bedroom Type I Residential System <br /> 2) 600 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: none <br /> 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 50 ft. long rockbed <br /> 6) 10.0 ft rockbed width 50.0 ft rockbed length <br /> 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) <br /> lend feed 'manifold connection <br /> 8) 3 laterals 48.0 feet long 17.0 perfs / lateral 51 perfs total <br /> (1/2 a perf means the first pert starts at the middle feed manifold) <br /> 9) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation <br /> for this perf size&spacing, &pipe size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK <br /> 10) 4.0 doses per day (4 minimum) <br /> II) 150 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) 220 feet of 2.0 inch supply line leads to 37 gallons of drainback volume <br /> (Tip: "top feed"manifold to control the drainback) <br /> 14) 187 gallons TOTAL pump out volume(treatment+drainback) <br /> )5) 12 feet vertical lift from pump to mound laterals, leads to a: <br /> 16) 29 GPM @ 24 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) <br /> 17) 500 gal Dose tank (code minimum) 1000 gal Dose tank(design size / LUG req'd) at 25.00 gpi <br /> leads to a <br /> )8) 7.5 inch swing on Demand float, or timed dosing of 6.4 min ON (confirm pump rate with drawdown <br /> (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) <br /> 19) 12 inches from bottom of tank to"Pump OFF"float <br /> 20) 20 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed <br /> 2)) 23 inches from bottom of tank to"Hi Level"float,or 33 inches to"Hi Level"float if time dosed <br /> 22) 425 gallons reserve capacity (after High Level Alarm is activated) <br />
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