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septic design-general approval
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septic design-general approval
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Last modified
8/22/2023 5:29:14 PM
Creation date
4/24/2017 2:03:03 PM
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x Address Old
House Number
780
Street Name
Lakeview
Street Type
Parkway
Address
780 Lakeview Pkwy
Document Type
Septic
PIN
0611723430021
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2011 purple code Mou nd Desi�n <br /> www.SepticResource.00m (vers 15.2) <br /> P�operty Owner. Gonyea Homes Oate: 12/14l2016 <br /> Site Address: 780 lakeview Parkway PID: 0611723430021 <br /> Comments: <br /> instnxtions: � =enter data � =adjust if desired Q = computer calculated- DO NOT CHANGE! <br /> i> �bedroom Type � ResidenCiat System <br /> z) 750 GPD design ftow <br /> s> Yes Garbage disposal or pumped ta septic 50%larger tank with multiple comp/tanks <br /> � 2250 Gat Septic tank (code minimum) ?350 Gal Septic tank (design size / LUG req'd) <br /> Tank options: none <br /> s� 1.2 GPDJftZ mound sand loading rate contour toading rate of 12 req's a min 62.5 ft. long rakbed <br /> 6� 10.0 ft rockbed width 63.0 ft �ockbed le�gth <br /> » 3.0 ft lateral spacing 3.0 ' ft pe�foration spacing (maximum of 3 for both) <br /> end fee�d manifold connection <br /> g) �3 laterals 61.0 feet long 21.0 perfs / lateral 63 perfs totat <br /> (1/2 a perf means the first pe�f starts at the middte feed manifold) <br /> 9� 7/32 inch perfs at �feet residuat head gives 0.56 gpm flow rate per perfo�ati�on <br /> for this perf size ft spacing, �t pipe size on line 12, mau perfs/lateral= 30 , line#8 must be less --> 4K <br /> �o> 4.0 doses per day (4 minimum) <br /> �i� 188 gallons per dose (treatment volume) <br /> 2.00 Sx <br /> �i> 2.00 inch diameter laterals must be used to meet"4x pipe votume"requirement <br /> 2.00 3x <br /> isy 85 feet of 2.0 inch suppty tine teads to 14 galtons of drainback volume <br /> (Tip: 'top feed"manifold to tont�ot the drainback) <br /> ia� 202 gallons TOTAL pump out volume (treatment+drainback) <br /> is� 10 feet vertita!tift from pump to mound laterals, leads to a: <br /> �6� 36 GPM @ 19 feet of head, Pump requirement (note: >SOgpm may require an extra 3-6'of head) <br /> ») 750 gal Dose tank (code minimum) 1300 gat Dos�tank (design size / LUG req'd) at 25.49 gpi <br /> leads to a <br /> is> 7.9 inch swing on Demand itoat, or timed�sing of 5.6 min ON (confirm pump rate with draw�wn <br /> (this detivers Average flow, a70%of Peak design flow) 9 h�s OFF test and adjust as netessary) <br /> �9� 12 inches from bottom of tank to"Pump OFF"'ftoat <br /> ?o� 20 inches from bottom of tank to"Pump ON"ftoat,or 12 inches to"Timer ON"float if time dosed <br /> Zi> 23 inches from bottom of tank to"Hi i.evel"float, or 33 inches to"Hi Level"ftoat if tirne dosed <br /> u} 714 gallons reserve capacity (after High Level Alarm is activated) <br />
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