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2011-01107 - new septic
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2350 Longview Circle - 03-117-23-23-0005
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2011-01107 - new septic
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Last modified
8/22/2023 4:34:51 PM
Creation date
6/14/2017 2:12:34 PM
Metadata
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Template:
x Address Old
House Number
2350
Street Name
Longview
Street Type
Circle
Address
2350 Longview Cir
Document Type
Septic
PIN
0311723230005
Supplemental fields
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Installer Summary <br /> 2250 gallon Septic tank(minimum) none <br /> 1250 gaUon Dose tank(minimum) at 25.00 gpi <br /> 36 GPM L� 19 ft. of head, Pump required <br /> 7.8 inch swing on Demand float or 5.4 rninutes ON time& �hours OFF time <br /> 24 inches from bottom of tank to"pump UN"float,or 12 inches to"timer ON"float <br /> 23 inches from bottom o�f tank to'Hi Level Alarm"float <br /> 35 ft. of 2.0 inch supply tine with end feed manifotd connection <br /> ("top feed"manifold to control drainback) <br /> 1 Z inch,or 1.0 ft. Sand Lift Mound <br /> 10 ft.wide by 62.5 ft. tong Rock bed <br /> 3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacfng <br /> No Effluent fitter�alarm <br /> 3 clean out&valve box assemblies <br /> 2T.0 ft.7ota[sand ABSORPTION width {sand beyond rockbed) (minimum) <br /> 0.0 ft.upslope and sideslope <br /> 17.0 ft.Downslope <br /> Specific slope ratios give BERM widths(topsoil be�rond rockbed)of: <br /> 4:1 upstope ratio 9 ft.upslope berm <br /> 3:1 sideslope 12 ft.sideslope berms <br /> 4:1 downslope 24 ft.aownslope berm <br /> 4" inspection pipe <br /> 18" cover on tap <br /> U slo berm � '--� Rawnst e berm 24 <br /> _.�_. ._ ---.-� ._......�.. 12" cover on side5 <br /> r: ---- <br /> ___• ._....._... ,..._��.---_-= t6„y����6�m�) <br /> 1.0 Cle�s� sanci lift <br /> . <br /> ,.. <br /> 2.0 ` r. ,, .. �:,.: ��. _ <br /> : •; <br /> � �;�: <br /> - --- - <br /> ; .,.; : .._ ,: - . .:.-:---- - --- .. .. _.._ _ <br /> �, . ,._... . �_.:�si�. .�-:.� � _ _ __ <br /> Absor tion Width 27.0- _ __ - . - - -- -- --- - -- -- <br /> Note: <br /> for Q to 1�stopes, .46.sorptior� Width is measureti from the Bedequally in b�t� directions. <br /> for slopes �1�, Absorption Width is measured downhilt from the �apslope edge of the 8�ar/. <br /> Rock Bed: 27 yd3 or`1.g� 29 ton 6 inches under pipe <br /> Mound Sand: i64 Yd3 or"1.4= u9 �n catculation based on 3:1/4:1 slope from top of rockt� <br /> Loamy Cap: 72 yd3 vr'1.4= 101 ton 6"deep <br /> Topsoit: 83 yd3 or"1.4- 116 ton 6"deep <br />
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