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M������� OSTP Design Summary Worksheet uN�vERs�TY ��°� -���� _ <br /> ��o��� OF MINNESOTA , ��,t`;;;, <br /> 1 <br /> L AYERAGE DESIGN FLOW: <br /> A. Destgn Flow: 450 GaUons Per Day(GPD) Note: The estimated design flow is coruidered a peak flow rate including a <br /> safety factor.For tong tem�perfortnance,the average daily ftow a <br /> B. Septic Tnnk capacity: 2000 Gallons recommended to be<60`,G of this vatue. <br /> �, Number of Septic Tanks or Compartments: � Effluent Screen&Atorm? . Ye5 <br /> Type of Soq Treatment and Wspersal Area Type of Ds�on <br /> O Tre�d,e� O ead O ac-c,�ad� p�a O c�y o�o� OO w�e�e o�o�-� O r�s,.e� <br /> Systern Type <br /> �Type I ❑Type II ❑Type III ❑Type N ❑Type V <br /> 2. SITE EYALUATIQNt <br /> I►. Depth ro Limttinq Layer: 26 inches 2.2 ` ft <br /> B. Meawred Pprcent Lnnd Stope: 5,Q % <br /> C. Soil Texture: AAedium Sdtidy Lo�m Percolation Rate: �Minutes per Inch <br /> D. So9l Hydrautk Loading Rate: 0.78 GPD/ftZ E.Contair Loading Rate 12 <br /> 3. DESIGN SUMNWRY <br /> Trench Desi�5ummary' <br /> Absorption Area �ft� Sidewalt Depth �in Trench Width �in <br /> Totat Lineal Feet �ft Number of Trenches � Maximum Trench Depth �in <br /> Bed Design Sun�mary. <br /> A�Orption Area �ft2 Media Betow Pipe �in Bed Length �ft <br /> Bed Width �ft Minimum Trench Depth �in Maximum Trench Depth �in <br /> ' ' Motmd Desi�r►Suenmary <br /> Absorptson Area 375 tl� Bed�engfh �8 Bed Width 10 U R <br /> Absorption width 15A ` ft C�an Sand Litt �ft <br /> Upslope Berm v�dth 10A ft Dawnsbpe Berm wrdth 1T.0 ft Endsbpe Berm width �� ft <br /> Total System Length g� ft Totai System Width 37A ft <br /> ; At-Geade Desi$n SummarY <br /> Atnorption Bed VWdth �ft Absorption Bed Length �ft System Height �ft <br /> Absorptton Bed Area �ftz Upsiope Berm Width �ft Dovansbpe Berm Width �ft <br /> Endslope Berm Wdth �ft System Length ��ft System VYidth �ft <br />