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2017-00728 - septic
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2017-00728 - septic
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Last modified
8/22/2023 5:27:24 PM
Creation date
7/9/2018 8:38:52 AM
Metadata
Fields
Template:
x Address Old
House Number
600
Street Name
Pinehurst
Street Type
Court
Address
600 Pinehurst Ct
Document Type
Septic
PIN
0611723340007
Supplemental fields
ProcessedPID
Updated
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installer Summary <br /> 22� gallon 5eptic tnnk(minimum) Tank optio�: nt�e <br /> �u�n wrger canK w�tn mua�pie compi canus <br /> 13� gatlon Dox tank (minimum� at 25.49 gpi <br /> 36 GPM @ 19 ft. of head, Pump requi�ed <br /> 7.7 inch swing on Demand float afiich transtates to roughty 4.9 inct�es of float tether length <br /> if tirr��stng is required--> 5.4 minutes QN time 8 �9 i�urs OFF time <br /> 20 inches ftom bottom of tank to"{wmp ON"float,or 12 inches to"timer ON"ftoat <br /> 23 inches from bottom nf tank to"Hi Level Atarm"or 33 inches to"Hi levet atarm"if time dosed <br /> 45 ft. of 2.0 inch suppty tin� with end feed ma�ifold connection <br /> (Tip: "top feed"manifold to controt drainback) <br /> 2Q inch,or 1.7 ft. Sand Lift Mound <br /> 10.0 ft.v�r;de by 63.0 ft. tong Rock bed <br /> 3 taterats 2.00 inch di�meter 61 A ft. tong 3.0 ft. tateraf spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter 8 atarm <br /> 3 ctean out&vatve box assembties <br /> 20.0 ft.Total sand ASS�RPTION width (minimum) <br /> 0.0 ft. upslope and sidestope (sand beyond rockbed, minimum) <br /> 10.0 ft. Downstope (sand t�yc�ttd rockbed, �'ninimum) <br /> Specific s�ope ratios ive BERM widths(topsaii beyond rockbedj of: <br /> 4:1 u{xtope ratio 12 ft. upstope bertn <br /> 3:1 sideslope 13 ft. sidesllope berms <br /> 4:1 downslope 21 ft.downslope berm <br /> 4"irtspection pipe <br /> 18"ca�on tap <br /> Upslape berrn �2 DownSt berm zt <br /> 12"co�rt�on sides <br /> �6'bamY caP Qt 6"tvguo�1} <br /> 1.7 Ctean sand lift <br /> 1.3 th cca lirnitir�g <br /> timfE�r� Conti�t�o��' --�_____ �._,��.__ <br /> iOrt 1Mldth 20,0 —___.�_.- _....__.__ �__ <br /> Note: <br /> Far 0 to 1%3topes, AL�sarp,thh+a►►i il7oxh is meastx+�d fr+am the B�+a+equatty in both dire�ctions. <br /> For slopes>7A6, .�►ptian Wla7h is n�asured dowr�t�itl fram the upslope e�e of the B�d. <br /> Rock Bed: � 21.Q yd3 or"1.4� 29 ton 6 inches under pipe <br /> N�und Sand: , 200 yd3 or"1.4= 280 ton catculation based on 3:1 f#:1 slope trom Lop of rockbe� <br /> Loamy Gap: � 74 Yd3 or"1.� 104 ton 6"deep <br /> TopsoiL• ' 86 Yd3 a'"1.� 120 ton 6"deep <br />
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