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Septic design - general approval
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770 Lakeview Parkway - 06-117-23-34-0011
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Septic design - general approval
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Last modified
8/22/2023 5:27:46 PM
Creation date
4/24/2017 1:32:38 PM
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Template:
x Address Old
House Number
770
Street Name
Lakeview
Street Type
Parkway
Address
770 Lakeview Pkwy
Document Type
Septic
PIN
0611723340018
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INSPECTOR CHEGKLIST - mound <br /> !IU Lakev�ew Narkway , <br /> � WELL setbaeks: 20'to pressure kested sewer Cine (5 psi for 15 min� <br /> 50'to everythin� 1�'to dispefsal area with shatlow wetl <br /> PROPERTY LINES setback: 10'to everything <br /> Raad sezback: platted: 10'prop tine. MeLe�s&bounds. out of road easement, or outer ditch. <br /> LAKEI BLUFF setback: 20'for bluff. Lakes: GD._, RD_, NE_, Protected wetland_, <br /> Building,setbacks: 90'for everything, 2Q`for dispersal area. <br /> WATER LINE under pressure se 1 Q'to b�d,tank�t sewer Eine. (else sewer(ine> 12"below) <br /> � Sewer line& baffle cannectian (na 90's, 3'between d5's, stope min 1"in 8', ma�c 2"in 8') <br /> {no depth �eq's, ctean out euery 100', Sch 40 pipe� <br /> � Septic tank and risers (water tight, ir►sutated, proper depth, existing verified by pumping) <br /> mfg 2250 galtons none <br /> Riser over outtet, riser over intet or center, and 6"+intpection pipe over any remaininr baffles. <br /> No effluent filter&atarm <br /> Dose tank risers and piping (water Cight, insulated, proper depth, drainback) <br /> mfg 1300 gallons <br /> � dose pump 29 gpm 45 head YERtFY PUMP CURVE 6.8 min ON 9 hr OFF <br /> � float setting drop 7;7 in€hes at 25.5 gpi "QESIGNED" 4.9 inches approx float tether length <br /> 197A gal dose divided by gpi "INSTAL�ED"= inches ftoat drop (fietd corrected <br /> LABEL pump requirements and drawdown on riser or panel <br /> Gam tock reachabte from grade - 30"m�. J-hook weep ha[e. 5upply line access (no hard 90's� <br /> 2.0 inch supply pipe: Sth40, sloped 1/8"+, support�d by 4"sch40 sleeve�r compacted, and buried 6"+. <br /> splice box t tontrot panet J eiectricat connettians <br /> flov�r measurementc ET, E1'AA, time dased,hame water meter <br /> mound absarption area rough up <br /> mound rock dimensions 1Q.0 X �A <br /> Sand lift depth 2p inches. (Jar test : 2"sand teaves< 1/8"silt after 30 min) <br /> � Absorption Sand beyond rocfc O.Q upslape 17.0 downslope <br /> � Bermed topsoil beyond rockbed 11 upstape 13 sidestape 26 downstape <br /> cover depth of 12-18"+ V£RIFY <br /> 3 laterels {t-2'from edge of rock} <br /> 2.00 incfi pipe size (Sch40 pipe�fittt`ngs) <br /> 3.0 ft taterat spacing <br /> 8 7132 inch perforations <br /> 3.0 ft perfaratian spacing <br /> Air inlet at end of laterals, and at top feed manifotd if necessary. VERfFY <br /> ctean outs (no hard�}'s) <br /> 4"inspection pipe to battam of rock, anchored VERIFY <br /> Abandon existing system - if necessary �Re-use existingtank certificatian <br /> monitorin�plan and type <br /> wel!abandonment farm -if necessary <br />
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