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North face section rotating forward 3.5" — concrete rectangular <br />JE -233a' 5° 1340`& 1346' channel <br />JE -233b' Rotation of the north and south faces of <br />the channel have currently been <br />arrested by steel poles acting as struts. <br />Diagonal cracks in north face <br />JE -233c' Rotation of the north and south faces of <br />the channel have currently been <br />arrested by steel poles acting as struts. <br />Some struts are showing signs of <br />deflection/buckling. Diagonal cracks in <br />south face <br />Rotation of the north and south faces of <br />JE -234 the channel have currently been <br />arrested by steel poles acting as struts. <br />Vertical cracks in north face <br />Reach 2 (Redwood Branch): <br />concrete rectangular <br />1348', 1351', channel <br />1353', 1354' & <br />1358' <br />1365',1369. & concrete rectangular <br />1374, channel <br />713D & 714U concrete rectangular <br />channel <br />Waypoint I Observation Notes I Ref. Photos I Channel Lining <br />REDWOOD BRANCH (Approx. 1500 LF between Hudson Street and Oak Street) <br />RW -102 Diagonal crack in north face. Comer of 357N, 358U, concrete rectangular channel <br />house above less than 4 ft. from face. North 359N & 360N <br />face rotating forward. Nextjoint 1.5" <br />displacement <br />Concrete breakout possibly <br />RW-108Concrete <br />373N <br />concrete rectangular <br />concrete rectangular <br />Concrete spelling and vertical cracking <br />above <br />channel <br />RVJ-103 <br />south face. <br />361S & 362S <br />concrete rectangular <br />RVJ 104 <br />Concrete spelling north side at top 2 feet <br />363U, 364D & <br />concrete rectangular <br />channel <br />long365N <br />RW -110 Vertical cracking north side <br />377N <br />channel <br />concrete <br />RW -105 <br />Ebener Street— diagonal cracking north <br />366U, 367D & <br />chan eingular <br />face. Some repairs visible. Culvert good <br />368N <br />condition <br />RW -107 <br />Diagonal crack at angled expansion joint <br />371N & 3725 <br />concrete rectangular <br />on north face. South face cracking in grout <br />channel <br />surround of 8" lateral. 2.5'vertical drop by <br />12' horizontal <br />Concrete breakout possibly <br />RW-108Concrete <br />373N <br />concrete rectangular <br />to relieve drainage issue <br />channel <br />above <br />RW -109 Rotation forward north side 1" atjoint. 30 ft. <br />374U, 375D, <br />concrete rectangular <br />long to next joint <br />376N <br />channel <br />concrete rectangular <br />RW -110 Vertical cracking north side <br />377N <br />channel <br />RW -111 North side concrete breakout at 378N concrete rectangular <br />expansion joint 1.5 feet channel <br />Vertical held me crack and breakout at top concrete rectangular <br />RW -112 of north side 379N channel <br />REV: 12-01-16 RL <br />Page 11 of 23 <br />ATTY/AGR.2016.325/Wood Rodgers, Inc. <br />