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2017-00340 - septic
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725 Lakeview Parkway - 06-117-23-34-0008
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2017-00340 - septic
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Last modified
8/22/2023 5:27:27 PM
Creation date
8/16/2017 9:58:54 AM
Metadata
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Template:
x Address Old
House Number
725
Street Name
Lakeview
Street Type
Parkway
Address
725 Lakeview Pkwy
Document Type
Septic
PIN
0611723340008
Supplemental fields
ProcessedPID
Updated
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iNSPECTOR CHECKL.IST - mound <br /> /t5 LaKeview Narkway <br /> � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 10�'to dispersal area with shaltow well <br /> PROPF.RTY LItiF:S setback: 10'to everything <br /> Road setback: platted: 10'prop tine. Metes fr baunds:out of road easement, or outer ditch. <br /> LAhE BI,[:f�I setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wettand_. <br /> Building srtbacks: 10'for everything, 20'for dispersal area. <br /> �t"Al ER l.l'�F.under pressure se 10'to bed,tank Es sewer line. tetse sewer tine > 12"below) <br /> � Sewer line & baffle connettion (no 40's, 3'between 45's, slope min t" in 8', max 2"in 8') <br /> (no depth req's, ctean out every 100', Sch 40 pipe) <br /> � Septic tank and risers {water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2250 gatlons none <br /> Riser over outtet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> No effluent filter&atarm <br /> Dose tank risers and piping (water tight, insutated, proper depth, drainback) <br /> mfg 1300 galtons <br /> � dose pump 36 gpm 26 head VERIFY PUMP CURVE 5.9 min ON 9 hr OFF <br /> � ftoat setting drop 8.7 inches at 24.5 gpi "Df51GNED" 5.4 inches approx float tether length <br /> 212.0 gai dose divided by gpi "INSTALLED"= inches float drop (fietd corrected <br /> LABEI pump requirements and drawdown on riser or panet <br /> Cam lock reachabte from grade - 30" max. J-hook weep hole. Suppty tine access (no hard 90's) <br /> 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> sptice box / controt panet / electricat connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorptio�area rough up <br /> mound rock dimensions 10.0 X 63.0 <br /> Sand lift depth 20 inches. (Jar test : 2"sand teaves � 1/8"silt after 30 min) <br /> � Absorption Sand beyond rock 0.0 upstope 10.0 downslo� <br /> � Bermed topsoil beyond rockbed 11 upstope 13 sidestope 22 downstope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of rock� <br /> 2.00 inch pipe size (Sch40 pipe& fittings) <br /> 3.0 ft lateral spacing <br /> 8 7/32 inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifotd if necessary. VERIFY <br /> clean outs �no hard 90's) <br /> 4"inspection pipe to bottom of rock, anchored VERIFY <br /> Abandon existing system - if necessary C�Re-use existing tank certification <br /> monitoring ptan and type <br /> welt abandonment fo�m - if necessary <br />
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