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Preliminary Septic Design
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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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� 1NSPECTOR CHECKLIST - mound <br /> 3y6U tSays�cfe Kd., Urono <br /> � WELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROPERTY LINES setback: 10'to everything <br /> Road setback: platted: 10'prap tine. Metes & bounds: out of road easement, or oute�ditch. <br /> LAKE/BLUFF setback: 2d'for bluff. Lakes: GD_, RD_, NE Protected wetland_. <br /> Building setbacks: 10'for everything, 20'for dispersat area. <br /> WATER LINE under pressure se 10'to bed,tank�t sewer line. (else sewer line > 12"below) <br /> � Sewer line & baff[e connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8'} <br /> (no depth req's, clean out every 100', 5ch 44 pipe) <br /> � Septic tank and risers (water tight, insutated, proper depth, existing verified by pumping} <br /> mfg 150Q gallons none <br /> Riser over outtet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> No effluent fSlter 8 alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfQ 1000 gallons <br /> � dase pump 47 gpm 14 head VERIFY PtJMP CURVE 4.1 min ON 9 hr OFF <br /> float setting drop 8.8 inches at 22.0 gpi "DESIGNED" 5.4 inches a <br /> � pprox float tether length <br /> 194.0 gal dose divided by gpi "INSTALIED" = inches float drop (field carrected <br /> LABEL pump requtrements and drawdown on riser or panel <br /> Cam lock reachable from grade - 30"max. J-hook weep hole. Suppty line access {no hard 90's) <br /> 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 steeve or compacted, and buried 6"+. <br /> sptice box/ control panet / electrical connections <br /> flow measurement: CT, ETM, time dosed, home water meter <br /> mound absorption area rough up <br /> mound rock dimensions 10.0 X 6�.5 <br /> Sand lift depth 22 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) <br /> � Absorption Sand beyand rock 0.0 upslope 17.0 downstope <br /> � Bermed topsoil beyond rockbed 11 upslape 15 sideslope z1 downs€ope <br /> cover depth of 12-18"+ VERIFY <br /> 3 laterals (1-2'from edge of rockj <br /> 2.OQ inch pipe size (Sch40 pipe 8 fittings) <br /> 3.0 ft laterai spacing <br /> e 1/4" inch perforations <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifold 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 �Re-use existing tank certification <br /> monitoring plan and type <br /> weli abandonment form - if necessary <br /> � <br /> � <br /> I <br /> � <br /> I <br /> I <br /> ! <br /> I <br /> � <br /> I <br /> I <br /> i <br /> � <br /> � <br /> ; <br /> � <br /> i <br /> � <br /> • , ; <br />
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