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Minnesota Pollution OSTP Design Summary Worksheet UNIVERSITY <br /> Control Agency , <br /> OF MINNESOTA <br /> Property Owner/Chent:'Bollis Property <br /> Project 10:1 'v 03.19.:5 <br /> Site Address:'Lot 6(site Ai <br /> Date:I 6/23.15 <br /> 1. DESIGN FLOW AND TANKS <br /> i <br /> A. Design Flow: I 750 Gallons Per Day(GPDr Note: The estimated design flow is considered c pegk flow rate <br /> B. Septic Tanks: including a safety factor. For long term performance. the average <br /> doily flow is recommended to be< 60' of this value. <br /> Minimum Code Required Septic Tank Capac€ty:J 2250 I Gallons.In L <br /> j ,Tanks or Compartments <br /> jRecommended Septic Tank Capacity:; 2250 Gallons.in <br /> ! 2 <br /> 'Tanks or Compartments <br /> Effluent Screen:I no 1 Alarm:' no <br /> C. Holding Tanks Only: <br /> Minimum Code Required Capacity: Gallons.in ii <br /> Tanks <br /> Designer Recommended Capacity: 'Gallons.in <br /> Tanks <br /> Type of High Level Alarm: I <br /> D. Pump Tank z Capacity(Code Minimu€i):' 'Gallons Pump Tank 2 Capacity(Code Minirnumi: <br /> 'Gallons <br /> Pump Tank 1 Capacity(Designer Recr: ' ,Gallons Pump Tank 2 Capacity(Designer Recc ; 'Gallons <br /> Pump 11 'GPM Total Head ,ft Pump 2I € <br /> 1GPM Total Head l I ft <br /> Supply Pipe Dia.' Jin <br /> Dose Volume:i 'gal Supply Pipe Dia.' 'in Dose Volume:' Igai <br /> 2. SYSTEM TYPE <br /> Trench D Bed , :ricuntl At Grade 2, Cr-as,ti D+sti,^.:,t:i is Press-re Distrc,iii,i-eve. :�Dressare Vast---wDan(,neve( <br /> On 0 1-04.ng rag 0 her I I 'Selection Required Bencntnark Elevation: j Sea Level Vt <br /> Benchmark Location: I I <br /> System Type <br /> Type of Distnbution Media: <br /> `:i'Type I Typexan5e axe <br /> U Type UI ?`Type IV Type V I — _Re,�ste>ed Teou^ent r+ieaia <br /> i { <br /> i <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer:! 16 r 1.3 <br /> 1 jin ) 'ft 8. measured Lana Slope ::' 6.0 <br /> C. Elevation of Limiting Layer: <br /> 981.7 1 D. Soil Texture:! Loam <br /> I <br /> E. Loc.of Restncive Elevation:' F. y . Loading Rate:I 0.60 <br /> I Soil Hd 'GPD'ft` <br /> G. Minimum Required Separation:' 36 'in 3.0 lft <br /> H. Perc Rate: 5.0 'WI <br /> I. Code Maximum Depth of System: ( Mound (inCommj <br /> ents: <br /> 4. DESIGN SUMMARY <br /> Trench Design Summary <br /> Dispersal Areal 'ft' Sidewatl Depth; <br /> ,in Trench Width' 'ft <br /> Total Lineal Feet' 'ft Number of Trenches' 1 <br /> l Code Maximum Trench Depthj lin <br /> Contour Loading Rate' 'ft N <br /> Designers Max Trencn Depth' din <br /> Bed Design Summary <br /> Absorption Areal 'ft` Depth of sidewall' r i <br /> �.n Code Maximum Bed Depthj lin 1 <br /> Bed Width' 'ft Bed Length; ! j <br /> ng i ,ft Designer's Max bed Depthj 'in <br />