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<br />that point continues as an armored levee along the river to <br />32-1/4 Road. The tie-in is still well within the 100-year flood <br />plain. This levee system was inspected in 1988 for qualification <br />under Public Law 84-99 rehabilitation assistance and was rejected <br />due to inadequacies relating to no tie-in to high ground, levee <br />crown depressions, lack of all-weather trafficability, excess <br />vegetation and trees on levee slopes, and lack of erosion <br />protection in the downstream portion of the tie-back levee. No <br />residential structures are within the 100-year flood plain behind <br />this system, but the 500-year flood plain contains about 12 <br />structures. <br /> <br />SITE F - Station 393.3 to 393.2, right bank. The upstream <br />end of this levee system begins at 32-1/4 Road and continues west <br />along the river about 600 feet. The downstream end terminates as <br />a spur. The levee appears to protect the Clifton Sanitation <br />District sewage lagoons, but is not tied to high grou~d above the <br />100-year flood at either end. The lagoon dikes appear to be <br />about 1 foot higher than the levee system. This system was also <br />part of the Public Law 84-99 inspection program described above <br />and did not meet the minimum criteria due to lack of tie-in to <br />high ground and excessive vegetation on the slope. <br /> <br />SITE G - station 387.4 to 386.6, right bank. This is the <br />potential levee under study by the Corps and the City of Grand <br />Junction, described at the end of section 4 of this report. <br /> <br />SITE H - station 385.7 to 385.6, right bank. This levee <br />segment was built by the City of Grand Junction as an extension <br />of the riverfront park and bike path. The levee is tied to the <br />remnant spoil levee left over from the 1983 and 1984 emergency <br />levee at its upstream end and the Grand Avenue bridge abutment at <br />its downstream end. It was intended to protect the residential <br />area of Riverside in the City of Grand Junction. This levee <br />system was inspected for Public Law 84-99 consideration in 1988. <br />The levee does not appear to meet minimum Public Law 84-99 <br />guidelines due to excess vegetation at the downstream end, along <br />with lack of armoring, and the instability of the remaining spoil <br />levee upstream from the engineered segment. The Riverside area <br />was studied by the Corps at the reconnaissance level and <br />determined that a Federal interest does not exist for development <br />of flood control protection. <br /> <br />SITE I - station 385.6 to 385.2, right bank. This levee <br />segment was built as an emergency levee originally in response to <br />the 1983 and 1984 floods. At the upstream end it is tied to the <br />Grand Avenue bridge abutment; at the downstream end it ends as a <br />spur. The levee is intended to protect the Grand Junction public <br />works yard from flood damages. This levee was inspected in 1988 <br />for qualification for Public Law 84-99 levee rehabilitation <br />assistance. The levee did not meet the requirements due to <br />inadequate cross section, excess vegetation and trees on the <br /> <br />10 <br />