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• <br /> • - At-Grade System Site Plan <br /> Unit #8 Albion Commercial Condominium Plat <br /> SE1/4, SE1/4, Section 27, T5N, R12E <br /> - Town of Albion, Dane County, Wisconsin <br /> 436.11' <br /> _ j ______ <br /> - <br /> Proposed <br /> T'" Commercial <br /> 1.0 .`1. Building <br /> _ 8 Employees <br /> 4 Proposed Driveway - 1 194 rGPO Drain <br /> & Parking Lot __ Design Rate <br /> Q) * Locate Well: <br /> "a~ >25' From Septic Tank <br /> >50' From Absorption Systems <br /> 4" PVC _____,,, <br /> ) (ASTM 0-30\34<\S,,,,,,'-'-', <br /> —__.__._ Culvert � / <br /> a� / a � 4" PVC (ASTM D-3034) <br /> Provide Frost Protection <br /> G° g�\ Q�°10<° <br /> CY. j Q0 tie <br /> 0 \° G o \\ <br /> d Oe 0- <br /> v <br /> / <br /> S <br /> u_____,„ <br /> 9� 0� <br /> s. <br /> B-2 \ \_ <br /> 1000/600 Gallon <br /> Double Chamber Septic <br /> p Tank With Best GF10 1 <br /> `�8-1 Filter <br /> .," _,d <br /> ^ 0B3 \ r <br /> 'B-5 <br /> VA 1 7 f. 1 1 e <br /> L ._- 9 S Q\6 <br /> N <br /> 0 <br /> B-4 BM=Top of 30" Culvert <br /> o El.=100.0' <br /> 0 <br /> 600 Gallon Pump Chamber <br /> 2" PVC Force Main <br /> (ASTM D-2665) <br /> 22' x 85' At-Grade Absorption System <br /> Distribution Pipe Set ® E1.=98.6' <br /> 4" PVC Observation Pipes <br /> (ASTM D-2665) 12.5' <br /> From End of Gravel Cell <br /> NORTH <br /> 0 25 50 100 <br /> Note: At-Grade System Basal Area & 15' Downslope � <br /> To Be Protected From Surface Disturbance, iiiiiiii <br /> Compaction, Etc. Vehicular Traffic Is Prohibited. Scale 1"=50' <br /> Page 2 of 5 <br />