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DESIGNED FOR: RODNEY STAPLES PAGE 2 of <br /> JPT!ONA•LWORKSHEET is D �1 � y_p� ,qp 33`0 <br /> I. MOUND SYSTEM II. IN-GROUND PRESSURE SYSTEM-Continued. <br /> 1. Wastewater Laid,Total Dailyl Flow- gal. 10. Force Main: <br /> Use section H 63.15(3)(c),Wis. Minimum Dolling Rate= �.P gpm. <br /> Adm.Code and PROVIDE A DETAILED Diameter= I Z in. <br /> LIST OF SIZING ON PLANS. 11. Total Dynamic Head: -- j <br /> 2. Depth to Limiting Factor= 3 ft. System Head= 2.5 ft. <br /> 3. Landslope= 96 Vertical Lift 4y ft. <br /> 4. Distance from Dose Chamber to - Friction Loss= /•to ft. <br /> Distribution System= ft. TDH= _ 9.1 ft. <br /> 5. Elevation Difference Between 12. Pump Selection: <br /> Pump and Distribution System ft. Pump will discharge at least SD gpm <br /> 6. Absorption Area Sizing: at ' ft. total dynamic head. <br /> Area Required= 37.5 sq ft Pump model and manufacturer: L d/fejt <br /> Bed or Trench Length(B)_ - ft. /n <br /> Bed or Trench Width (A) ft. 13. Dose Volume: <br /> Trenc�ng(C)= ft. 10 Times Void Volume of <br /> 7. Mound Height: Distribution Lines= `s•f gal. <br /> Fill Depth(D) ft. Daily Wastewater Volume+ <br /> Fill Depth Downslope (E)_ /' ft. 4 Doses in 24 firs, gal. <br /> Bed or Trench Depth(F) .zr ft. Backflow= s• 7 gal. <br /> Cap and Topsoil Depth (G)= ft. Minimum Dose= +g• 2. gal. <br /> Cap and Topsoil Depth (H)= /,.S ft. 14. Dose Chamber: <br /> 8. Mound Length: Volume 7ZO gal. <br /> End Slope (K) ft. <br /> Total Mound Length (L)_ _ 7 ft. 111. CONVENTIONAL PRIVATE SEWAGE SYSTEM <br /> 9. Mound Width: 1. Wastewater Load,Total Daily Flow= gal. <br /> Upslope Correction Factor= Use section H 63.15 (3) (c),Wis. <br /> Upslope Width (I) = _�_ ft. Adm.Code and PROVIDE DETAILED <br /> Downslope Correction Factor= LIST OF SIZING ON PLANS. <br /> Downslope Width(1) ft. 2. Required Septic Tank Capacity = gal. <br /> Total Mound Width (W) _ x.21? ft. . 3�. Percolation Rate = min./in. <br /> 10. Basal Area: 4. Absorption Area Sizing: 6 R <br /> Infiltrative Capacity of - Refer to Table 2 in chapter H 9['\/■I Ti%M <br /> Natural Soil = -75t gal./sq.ft./day and PROVIDE A DETAILED TO <br /> Basal Area Required= 07 sq. ft. SIZING ON PLANS. <br /> Basal Area Available= R 9Z sq.ft. Required Area= sq.ft. <br /> 11. If Standard Tables from Chapter Length = ft. <br /> H 63 are Used,Indicate Table No, 2 Width = fl. <br /> 12. For the Distribution Network, Use Numbers 5-14 in Section II. Number of Trenches= <br /> Trench Spacing= ft. <br /> II. IN-GROUND PRESSURE SYSTEM S. Distribution System: <br /> 1. Depth to Limiting Factor= it, w Lateral Length= ft. <br /> 2. Landslope = % Number of Laterals= <br /> 3. Percolation Rate= min jin. Lateral Spacing= in. <br /> 4. Proposed System Elevation= p ft. Distance from Sidewall to Pipe = in. <br /> 5. Wastewater Load,Total Daily f lbw: gal. System Elevation = ft. <br /> Use section H-63.15 (3) (c),Wis. <br /> Adm.Code and PROVIDE A DETAILED IV. SYSTEM-IN-FILL <br /> LIST OF SIZING ON PLANS. Fill in All Items from Section Ill <br /> Required Septic Tank Capacity= gal. <br /> 6. Absorption Area Sizing: V. SEPTIC TANK <br /> PercolationRate= < 3 min./in. 1. Capacity= gal. <br /> Area Required= .39J sq. ft. 2. ManufactL{rp�tt G Q, <br /> System Length = '� ft. 3. Show�t Iftstructed ` Details on Plan <br /> Siston Width = ft. `O t 4 <br /> A <br /> 7. Distribution Pipe Sizing: VI, DOSING A L <br /> Hole Siic= / _ in. 1. Capac y <br /> Hutu Spacing= IL 2. Manyyl '•' <br /> I II•rat Length - � ,�,� 11. I. t n a <br /> ' <br /> 1 dcfal:Si,c r_ in, <br /> Ineralhing <br /> IItil.mp- turor Si_drw.dl In,Pip'. 1 ��cs�1vQ"jt},e-Hy�dr�tlft r gfglint.glint.H. DlJribuliun Pipe Dlsch.uge Rale: 7.u <br /> 102v Site C, - a �f Plans <br /> Number of Ilules Pet i qf[• _ <br /> I low Put Pipe ° glint. VII. 11 tNI <br /> 9. Manifold Siring: I. Cap: 'Ily = gal. <br /> I'ypc(cori or end)'- ' kIIIIIJ,34Z - 2. Manulacluref:. <br /> Lcnglh;= .t}!d 3,, Show Conslructcd Tank.Delos on.Plans - <br /> s <. .. <br /> tl"iAmetcr. <br /> `'?it)'.I '•I I. ItO .1'. .. <br />