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� <br /> 1.� <br /> ' ` �' OSTP Design Summary Worksheet UNIVERSITY �l; � <br /> ' Minnesota Ps�ilution � OF MINNESOTA � `'"��^' <br /> CoMrcl Agenty ..�.- ::,,���- <br /> Froperty owner�ctient: Richard Zona <br /> Stte Address: 465 Springhill Road, <br /> 1. AVERAGE DESIGN FLOW: <br /> A. Design Flow: 6� Gallons Per Day(GPD) Note: The estlmoced design Jlow is constdered o peak Jlow rate includinq a sajety <br /> foctor.For lonq term perjomwnce,che overoge dolly Jlow fs retommended to be c <br /> B. Septic Tvnk capadty: 2250 Gallons 60%oJ thts value. <br /> �, Number of Septic Tanks or Compartments: � Effluent Screen&Alarm? Y8S <br /> Type of Soil Trealment ar�d Di�ersal Araa Type of Dlstributbn <br /> O Tre� O aee O�+o�,�,a O c�ra�rr�uuo„ O a�swre D�v;a,�-�el O a�e D�,ao�ru��l <br /> O ac-c�ade O a�e o-��oo� <br /> Sqstem Type <br /> ❑Type I ❑TYpe Q �7ype III ❑1�'Pe IV ❑Type V <br /> 2. SlTE EVALUATION: <br /> A. Depth to Limiting Layer: C�inches 0.3 ft <br /> B. Measured Percent Land S(ope: 5.0 % 0.0 <br /> C. Soil Texture: LOam —� Percolation Rate: 38 Minutes per Inch <br /> D. Soil Hydraullc Loading Rate: 0.45 GPD/ft2 E.Contour Loading Rate 12 ��/f� <br /> 3. DESIGN SUMMARY <br /> Trench Design Summnry <br /> Absorption Area ��ft2 Sidewall Depth �in Trench Width �{n <br /> Total Lineal Feet �#t Number of Trenches � Maximum Trench Depth �in <br /> Bed Design Summary <br /> Absorption Area ��ftz Media Below Pipe �_�fn Bed Length �ft <br /> Bed Width �ft Maximum Trench Depth �in <br /> Mound Design Summary <br /> Absorption A�ea �00 {� Bed Length r�ft Bed Width 10.0 � � <br /> Absorption Width 26,p it Clean Sand Lift 2,T 1t <br /> Upslope Berm Width 10.0 ft Downslope Berm Width 26_Q ft Endslope Bertn Width 15.0 ft <br /> Total System Length $p ft Total System Width �ft <br /> At-Grade Design Summary <br /> Absorption Bed Width�ft Absorption Bed Length �ft System Height �ft , <br /> Absorption Bed Area �ft2 Upslope Bertn Widih �ft Downslope Berm Width �ft <br /> Endslope Bertn Width �ft System Length �ft System Width �ft <br />