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2013-00784 - septic
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3625 Jacobs Mill Road - 32-118-23-24-0013
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2013-00784 - septic
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Last modified
8/22/2023 4:40:20 PM
Creation date
3/14/2017 1:54:27 PM
Metadata
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Template:
x Address Old
House Number
3625
Street Name
Jacobs Mill
Street Type
Road
Address
3625 Jacobs Mill Road
Document Type
Septic
PIN
3211823240013
Supplemental fields
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Instalter Summary <br /> 2000 gallon Septic tank(minimum) Tank options: Multiple tanks or compartment req'd <br /> 1000 gatton Dose tank (minimum) at 25.00 gpi <br /> 38 GPM C� 15 ft. of head, Pump required <br /> b.2 inch swing on Demand float or 4.1 minutes ON time 8 �hours OFF time <br /> 1� inches from bottom of tank to"pump ON"float, ar 12 inches to"timer OM"ftoat <br /> 21 inches from bottom of tank to"Hi Level Alarm"float <br /> 30 ft, of 2.0 inch supply line with er�d€eed r�ani€old eoR�ee�ior� <br /> (Tip: "top feed"manifold to control drainback) <br /> 24 inch, or 2,0 ft, Sand Lift Mound <br /> 18 ft. wide by 50.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. tateral spacing <br /> 1/4" inch perfs 3.0 ft. perforation spacing <br /> No Effluent filter£t alarm <br /> 3 ctean out�C valve box assemblies <br /> 20.0 ft.Totat sand ABSORPTION width (sand beyond rockbed) (minimum) <br /> 0.0 ft. upslope and sideslope <br /> 10.0 ft. Downslope <br /> Specific slope ratios give BERM widths (topsoil beyond rockbed)of: <br /> 4:1 upslope ratio 13 ft. upslope berm <br /> 4:1 sideslope 18 #t. sideslope berrr�s <br /> 4:1 downslope 24 ft. downslope berm <br /> �4" inspecEian pipe <br /> 18" cover on tap <br /> Upslt��e berm 13 Qowfnsfo e berin 24 <br /> , �— a, <br /> 12" cover on sides <br /> f��"� �...� '''� _ (6"1c�amy c$p&6"topsoil) <br /> - --"f f! 2.� �,�.�,.�°'�::�;. "M4'1 i�i{i 't i��_ l����,.,. " . <br /> �`'�.,� <br /> ���`'` <br /> y _ 1�0 C3epth to Limit�n� - <br /> E.irrr��ting Canditiort "-----.—..._�___�— <br /> Absorptian Width 20.0 -"'�--�-- _—_—.,_—__—_ <br /> fv�te: <br /> For 0 ta 1�: slopes, �,6sarption �Nrd�t�i is m�asure�l from the 8edequatty in both �firections. <br /> For slopes >1�, A�isr�rption t�4�'idth is measured downhitt from the upslope ed�e af the Bed <br /> Rock Bed: 17 yd3 or"1.4= 24 ton 6 inches under pipe <br /> Mound Sand: 243 Yd3 or"1.4= 340 ton catculation based on 3:1/4:1 slope from top of rockbed <br /> Loamy Cap; 79 yd3 or"1.4= 111 ton 6"deep <br /> Topsoit: 90 yd3 or"'�.4= i26 ton 6"deep <br />
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