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, 1 11 4t , ,,r ' <br /> ' .it ,{E f., 13c , >< w gut a ?y Z <br /> P <br /> a yJ T1s N <br /> ' ti ,' it J (9' ° s l , �, i rr' , l ,l <br /> .1.. .s. n p' i, ',Aka-'' e r‘lift, 11341LA ..I.Le' ;1' ii.", , ..:..' :::.,,'‘, iiii:-:1,-"i ptp'.).it.‘-:,1,vf.„,-4,..14:,':, ', <br /> i ' —Ai 1 Jar., ‘ • <br /> 't III -..- 1.* <br /> r , ; ' <br /> l = <br /> Figure 4 Liul %(,rnucrnt u1( 'oh iiiun 1)rice (('l(l-rl('- nrl /(,Okun' c(rsi <br /> As previously mentioned, there are lowland/wetland areas located on each side of Coleman <br /> Drive that currently receive all of the surface drainage from the road. Figure 5 is a map from the <br /> National Wetland Inventory(NWI) Wetland Mapper interactive tool that shows the wetlands in <br /> the immediate planning area. The wetlands in the planning area should not be impacted as a <br /> result of the proposed improvements, or if they are, impacts should be minimized and/or <br /> mitigated to the extent possible. <br /> CITY OF PEQUOT LAKES Page 6 FEASIBILITY REPORT <br /> WIDSETH PROJECT NO.2021-12098 COLEMAN DRIVE <br />