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2017-00567 - septic new
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4380 Sixth Ave N- 31-118-23-12-0018
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2017-00567 - septic new
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Entry Properties
Last modified
8/22/2023 4:28:54 PM
Creation date
2/15/2019 11:53:45 AM
Metadata
Fields
Template:
x Address Old
House Number
4380
Street Name
6th
Street Type
Avenue
Street Direction
North
Address
4380 6th Avenue North
Document Type
Septic
PIN
3111823120018
Supplemental fields
ProcessedPID
Updated
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� <br /> INSPECTOR CHECKLIST - mound <br /> 4.i�U S�cth Ave. N <br /> � wE1.1, secbacks: 20'to pressure tested sewer line (s psi for 15 min) <br /> 50'to everything 1�'to dixpersal area with shatlow w�tt <br /> PROP�R'TY LINES aecback: 10'to everythin� <br /> Road s�tbsck: platted: 1Q'prop line. Metes&bounds: out of road eesemenC, or outer ditch. <br /> LAKE 1 BLUFF seehack: 20'for btuff. lakea: GD�,,,, RD_, NE Protected wetland,,�,_,. <br /> Buildin$setbacks: 10'for everything, 20'for dlspe�t 8rea. <br /> WA'TER[.IN�undcr pressure se 10'to bed,tsnk& sewer line. (etse sewer tine� 12"below) <br /> QSewer tine&baffle connectian (no 40's, 3'between 45's, stope min 1"in 8', max 2"in 8'} <br /> (no depth req's, cte�n out every 1t�', Sch 40 p1pe� <br /> � Septic tnnk and risers (water ti�ht, inSutated, proper depth, existing verlfied by pumping) <br /> mf� 225Q galtons none <br /> Riser oa�e�outtet, riser over intet or center, and 6"+inspection pipe over any remaining bafftes. <br /> No effluent filter&alarm <br /> t�ase tank risrrs and piping (water tight, insulated, proper depth, drainbatk) <br /> l mfg 1340 �attons <br /> Q dose p4�mp 29 gpm 22 Fxa�d VERIFY PUMP CURVE 5.6 min ON 9 hr OFF <br /> � float s�tting drop 6.4 inches at 25.5 gpi "DESIGNED" 4.2 inches appro�c floait tethar ten�th <br /> ' 162.Q gal dos� divided by gpi "INSTALIED"• inches ftoat drop{field to�rect�d <br /> IABEL�mp requirements enti drawdown on riser or�anel <br /> Cam lack reachable from grade - 30"max. J•hook weep hole. Supply tin�access {�o hard�'s) <br /> 2.0 lnch supply pipe: Sch4p, stoped 1/8"+, supported by 4"scFMO sl�eve or compacted, and burl+�d 6"+. <br /> �� <br /> splice box / controt panet / etectricat connections <br /> ftow mie�suremenfi: CT, E'I'M, time dosed, home water meter <br /> rt�und'absorpNon area rough up <br /> mound'rock dimenstons 10.0 X 50.0 <br /> Sand lift depth 20 inches. (Jar test: 2"send lenves� 1/8"silt after 30 min) <br /> QAbsorption Sand beyond rock 0.0 upstape 17.0 downstope <br /> � Bermed topsoit beyond rockbe�f 9 upstape 16 sidestope 29 downslopie <br /> cover depth of 12-18"+ YERIFY <br />� 3 ' taterals (1-2'from ed�e of rock) <br /> �.00 inth pf{�siz� (Sch40 pipe&fittings) <br /> .,,..,..,��. <br /> 3.0 ft lateral spacing <br /> �� <br /> 8 7/32 , inch perforatiqna <br /> 3.0 ''ft perforation spacing <br /> _�. <br /> Air intet at end of tatera�, and at top fKd manifpld if necessary. VERIFY <br /> clean aats (no hard 90's) <br /> 4"inspectian pipe tn bottom of rock, anchored VERIFY <br /> Abandon existing system- if necessary �R�e-use existing tank certiflcation <br /> monito�ing plan and type <br /> wett abandonment farm • if necessary <br />
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