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<br />Number and <br /> <br /> <br />Geotagged Location <br />in profile <br /> <br />(calculated only for severe <br />and very severe segments) <br />Sediment loss estimate <br /> <br />across sites <br />Picture <br /> <br />Representative pictures <br /> <br />s <br />Value range <br />).jpg <br />Picture (112 <br /> <br />PIN <br /> <br />Combined length of <br />segments across site <br />all severe and very <br />severe erosion <br /> <br />Corresponding atlas pages and picture numbers <br />additional analysis and design <br /> <br />Erosion Severity <br /> <br />preliminary and requires <br />prior to implementation. <br />Potential solution is <br />).jpg <br />icture (121 <br />P <br />because of the many exposed tree roots and <br />bioengineering on the upper portions of the <br />Preservation of some of <br />difficult, and regrading of the bank may be <br />Erosion severity was categorized as severe <br />accomplished using a combination of hard <br /> <br /> <br />the severely undercut trees could be <br />armoring at the toe of the slope and <br />(®¶ ³® 2¤ £ 3¨³¤ 0±®¥¨«¤² <br />ary. Stabilization could be <br />site consists of five properties, <br />This <br />four of which are private and <br /> <br />Location along river <br />one public (Anoka County). <br /> <br />Additional Information: <br /> <br />Potential Solution: <br /> <br />undercut banks. <br />necess <br /> <br />bank. <br />8 <br /> <br />