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, UNIYRAiTWMIFMWG . . <br /> a�s .._ �-�L <br /> Design Flow and Soil Worksheet � <br /> Minnesota Pollution ` � �� <br /> Cor�troi Age�ty �'�.,.� ,� �� � � <br /> 3. SOIL LOAOlNG RATES:Use either A.or B.below <br /> A. 7080 tabte IX B. 7�80 l"ablc IXa <br /> DETAtLED SOIL DESCttIP'i'I�ONS(SWL PIT P£RCOLATiON T�ST LOAWNG RATE <br /> REQUIRED) SIZMG (GPD/�) <br /> Faster than 0.1` 0.00 <br /> �� 0.1 to 5' 1.20 <br /> 0.1 to 5(so�t texture 0.60 <br /> exture groups 3£t 5) <br /> Group 6 to 15 0.78 <br /> 16 to 30 0.60 <br /> Structure 31 to 45 0.50 <br /> 46 to 60 Q.45 <br /> � 61-920 0.24 <br /> Grade Slawer than 120 0.00 <br /> •Rapidly permeable soils:see 7080.2260 <br /> Consistence <br /> Slowest rr►easured $.� <br /> percolation rate: <br /> Select So�l <br /> Loading Select Soil Loadir�Rate: 0.60 <br /> C. Design Loading Rate: 0.60 GPD/ft� <br /> 4. ORGANK LOADING(if pretreatment is being used) <br /> Orqanic Looding =Design Ftow X Esttmoted CBOD in mg/L in t _ ��ppp�ppp � ���gOD/day <br /> L._,.._J <br /> � � X ��/L X 8.35 <br /> Tabte III(7083.4030) <br /> ' Treatment CBOD( /L) <br /> Level 1 <br /> Levet B 5 <br /> v <br /> I hereby certify that I have compteted this wo�ic in accordance with aU ap��itable ardinances,rutes and laws. <br /> Joseph J Olson ,� 5/1Z/09 <br /> 810 <br /> (Designer) (Signature) (License#) (Date) <br />