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�--` OSTP De�ign Summary Worksheet UNIVERSITY -& �F��� <br /> Minnesota Poilution OF MINNESOTA ;�.�� ,�; <br /> Control Agency �, <br /> Property Owner/Client: Gorden James C nxtion project�D•�v 06,12,13 <br /> Site Address: 1100 Pine Yiew Drive(Site Date: 1/12/15 <br /> 1. DESIGN FLOW AND TANKS <br /> A. Deslgn Flow: ��Gallons Per y(GPD) Note: The estimated design jlow is cansidered a peok flow rote <br /> � induding a wfety factor.For lonq term perforrtwnce,the average <br /> B. Septic Tvnks: daily f/ow is rxommended to be<60%of this value. <br /> Minimum Code Requfred Septic Tank Capacity: 2250 Gatlons,in �Tanks or Compartmentr <br /> Recommended Septic Tank Cdpacity:� Gallons,in �Tanks or Compartments <br /> Efft�nt 5creen• No Alartn: No <br /> C. Holding Tanks Onty: <br /> Minimian Code Required C�acity:�Gatla�s,in ��Tanks <br /> Designer Recommended Capacity:�Galtons,in �Tanks <br /> Type of High Levei Alarm: <br /> D. Pump Tank 1 Capacity(Code Minimum):�Gatlons Pump Tonk 2 Capacity(Code Minimum): ��Gallons <br /> Pump Tonk 1 Capacity(Designer Rec): �Gallons Pump Tank 2 Capacity(Designer Rec): �Galtons <br /> Pump 1 GPM Total Head ��ft pump Z�GPM Total Head �ft <br /> Supply Pipe Dia.�in Dose Volume:�gal Supply Pipe Dia.��in Dose Volume:�gal <br /> 2. svsr�►nr� <br /> TYPe of Sotl Treatrnent and Dispas�Area; <br /> Q hendi Q Bed Q Mamd r �Grovlfy DBtrbutlai Q R�re DIs�aH.evd 0 Ptesam Dktrbutlon-Unkvel <br /> O�P O�din9 rank O A�-�� I 'Selection Required Benchmark Elevation: Sea tevel ft <br /> Benchmark Location: <br /> System Type Type of Distribution Media: <br /> �Type I ❑Type I I ❑TYPe 111 �Type I V ❑Type V ��� ❑�T���: <br /> 3. SITE EVALUATION: <br /> A. Depth to Limiting Layer. 20 �n 1.7 ft B. Measured Land Slope%: 8.0 % <br /> C. Elevation of Limiting Layer: 1010.9 D. Soil Texture: Loam--1 <br /> E. Loc.of Restricive Etevation:�-, -, F. Soil Hyd.Loading Rate: 0.60 GPD/ft2 <br /> G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 7.0 MPI <br /> 1. Code Maximum Depth of System: Mound n ��tr; <br /> 4. DESIGN SUAAMARY ' <br /> Trench Design Summary <br /> Dispersal Area�� Sjdewalt Depth�9n Trench Width�in <br /> Total Lineat Feet�ft I Number of Trenches� Code Maximum Trench Depth�in <br /> Contour Loading Rate�ft Designers Max Trench Depth in <br /> � <br /> eed Design Summary <br /> Absorption Area�� Media Below Pipe��n Code Maximum Bed Depth�in <br /> Bed Width�ft Bed Length�_�ft Designer's Max Bed Depth�in <br />