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7205 TIAZELTINE BLVD. EXCEICIOR. MN- SSTS SIIE EVALUATION/DESIGN. | " = 40'+-. ,NORTH
SETBACKS SOIL ABSOR}TION AREA TANKSDWELLINC 20 FEET IO FEE-TWELL 50 Ft OR IOO FT tr< SOFT/CASING 50 FEET
LOT LIN€ tO TEET IO FEETBLUFF 50 FEET. 50 FEET
P=PIT. B = SOIL BORINC, rt: PERC TEST, U&DE : UTILITY & DRAINAOE EASMENT.
ELEVATIONS SEE BORING LOC. BM = BENCH MARK 1 03. I T"ASSUMED EI-EVATION, NAIL IN TREE.
A VARIANCE IS REQI.'IRED FOR THIS TYPE 4 SYSTEM PER CARVER COIJNfi CODE..THE ENTIRE LOT HAS DISTT]R3ED SOIL ON TT. t,oT HAS A VERY LIMITED AR.EA FOR A NEW SYSTEM. IF A
STANDARD MOUND WAS TO BE INTAI-LED A,I{D FAIL THERE WOULD BE NO ROOM TO INSTALL ANOTHER
DRAINFIELD. 'IIIEREFOR TT IS BEST TO USE A MULTI-FIO AEROBIC TREATMENT TANK TO ENSURE THAT 'IIIE
ATCRADE TYPE DRAINFIELD WILL LAST AT LEAST 40 YEARS WITH PROPER MAINTENANCE.
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