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SE22-000021 - Septic
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065 Stubbs Bay Road North - 32-118-23-34-0004
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SE22-000021 - Septic
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Last modified
8/22/2023 4:40:51 PM
Creation date
2/10/2023 3:29:29 PM
Metadata
Fields
Template:
x Address Old
House Number
65
Street Name
Stubbs Bay
Street Type
Road
Street Direction
North
Address
65 Stubbs Bay Road North
Document Type
Septic
PIN
3211823340004
Supplemental fields
ProcessedPID
Updated
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2011 purple code Mound Design <br />www.SepticResource.com (vers 22.2) <br />Property Owner: Garrett Gronberg Date: 5/10/2022 <br />Site Address: 65 Stubbs Bay Road S. PID: 3211823340004 <br />Comments: <br />instructions: = = enter data 0 = adjust if desired = computer calculated - DO NOT CHANGE! <br />1) bedroom Type Residential System <br />2) 300 GPD design flow <br />3) No Garbage disposal or pumped to septic <br />4) 1000 Gal Septic tank (code minimum) 2000 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 25 ft. long rockbed <br />6) 10.0 ft rockbed width 26.0 ft rockbed length <br />7) 3.0 ft latera( spacing 3.0 ft perforation spacing (maximum of 3 for both) <br />end feed manifold connection <br />8)laterals 24.0 feet long 9A perfs / lateral 27 perfs total <br />(1 /2 a perf means the first perf starts at the middle feed manifold) <br />9) 1/4" inch perfs at 0feet residual head gives 0.74 gpm flow rate per perforation <br />for this perf size Ex spacing, Ft pipe size on line 12, max perfs/lateral = 25 1, line #8 must be less > OK <br />10) 4.0 doses per day ( 4 minimum) <br />11) 75 gallons per dose (treatment volume) <br />12) 2.Q0 inch diameter laterals must be used to meet "4x pipe volume" requirement <br />13) feet of 2.0 inch supply line leads to ##### gallons of drainback volume <br />(Tip: "top feed" manifold to control the drainback) <br />14) ###### gallons TOTAL pump out volume (treatment + drainback) <br />15) feet vertical lift from pump to mound laterals, leads to a: <br />16) GPM C ##### 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.D0 gpi <br />leads to a: I Optional Time dosing of: <br />18) ###### inch swing on Demand float, (this delivers Average flow, =70% of Peak design flow) <br />##### min ON <br />19)Winches <br />inches from bottom of tank to "Pump OFF" float ##### hrs OFF <br />20) inches from bottom of tank to "Pump ON" float 12 inches to "Timer ON" float <br />I21) from bottom of tank to "Hi Level" float ##### inches to "Hi Level" float <br />22) ###### gallons reserve capacity (after High Level Alarm is activated -demand dosed) <br />
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