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Bayside Road - (AKA: Co. Rd. 84)
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3960 Bayside Road - 05-117-23-22-0016 - 2nd New PID
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3960 Bayside Rd - 05-117-23-22-0007 - Old PID
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Preliminary Septic Design
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Last modified
8/22/2023 5:19:57 PM
Creation date
7/7/2016 4:18:03 PM
Metadata
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Template:
x Address Old
House Number
3960
Street Name
Bayside
Street Type
Road
Address
3960 Bayside Rd
Document Type
Correspondence
PIN
0511723220016
Supplemental fields
ProcessedPID
Updated
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Insta[ler Summary <br /> 1500 gatlon Septic tank(minimum) Tank options: none <br /> 1000 gatlon Dose tank (minimum) at 22.00 gpi <br /> 47 GFM C� 14 ft. of head, Pump required <br /> 8.8 inch swing on Remand float which translates to rouqhly 5.4 inches of float tether length <br /> if time dosing is required --> 4.1 minutes 4N time Ft �hours OFF time <br /> 21 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"fioat <br /> Z4 inches from bottom of tank to"Ni level Ala�m"or 34 inches to "Hi level alarm"if time dosed <br /> 35 ft. of 2.Q inch supply line with end feed manifold connection <br /> (Tip: "top feed"manifold to control drainback) <br /> 22 inch, or 1.8 ft. Sand Lift Mound <br /> 10.0 ft. wide by 62.5 ft. long Rack bed <br /> 3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. [ateral spacing <br /> 1/4" inch perfs 3.0 ft, perforation spacing <br /> No Effluent fitter 8 atarm <br /> 3 clean out&vatve box assemblies <br /> 27.0 ft.Total sand ABSORPTION width (minimum) <br /> 0.0 ft. upslope and sldeslope (sand beyond rockbed, minimum) <br /> 17.0 ft. Downstope (sand beyond rockbed, minimum) <br /> Specific slope ratios give BERM widths (topsoiE beyond rockbed) of: <br /> 4:1 upslope ratio 11 ft, u�slope berrn <br /> 3:� sideslope 15 ft, sideslope berms <br /> 3:1 downslope 21 ft. downslope berm <br /> 4"insp�ction pipe <br /> 18" cover on top <br /> U sla e berm �� DownsE e berm Z� <br /> �"�-�12" cov�r on sides <br /> (6"loamy cap&6"topsoil) <br /> 1.8 Ct�an sand lift <br /> _ � 1.2 E7e{�th �o Limitin� <br /> `�13771'Ciii� CO►1C�fCtC3(1 ` -------,_...._.._...___._,_..�.._� <br /> Absor ti an Width 27.o —�____-� ....-._.�_______ <br /> Nbte- <br /> F�r 0 to 1%slopes, Absorpt/on Wtdth is measured from the Bedequatly in both directions. <br /> For s4opes ��9�, A6.�orpt�dn W'a�th is measured downhit[fror� the upslope edge of the Bed. <br /> Rock Bed: �8.0 yd3 or*1.4= 39 ton 9 inches under pipe <br /> Mound Sand: 249 yd3 or"1.4- 348 ton calculation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 7S yd3 or"1.4a 905 ton 6"deep <br /> Topsoil: 87 yd3 0�*1.4= 122 ton 6"deep <br /> I <br /> � ' <br /> I <br /> � <br /> I <br /> � <br /> � <br /> � <br /> I <br /> � <br /> � <br /> I <br /> i <br /> I <br /> i <br /> � <br /> i <br /> I <br /> I <br />
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