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<br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />December 2000 <br /> <br />-16- <br /> <br />003-2176 <br /> <br />PL 84-99 Rehabilitation and Inspection Program (RIP) <br />Initial Eligibility Inspection, Section II <br />Kiowa Creek Flood Protection Le"ee <br />Le"ee No. COMORGOOOI <br />Non-Federal Performance Evaluation Criteria <br /> <br />Section II: Engineering Stability Inspection <br /> <br />2. Slope Stability <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />- <br /> <br />The following cross-section template data should be used as a guide for initial visual inspection analysis. The judgment of the <br />inspector will be used for materials other than clay or sand. <br />Levee Riverward Side- Landward Maximum Top <br />Material Slope Side-Slope Height * Width <br /> <br />Clay 1 V on 2H 1 V on 2H 12 Feet 8 Feet <br />Sand 1 V on 3H 1 V on 4H 15 Feet 10 Feet <br />* Flatter side slopes may be required if levee height exceeds these values <br /> <br />Performance Levels: <br />(A) Acceptable Performance Level. <br />Levee cross-section meets the <br />guidelines noted above. No conditions <br />present, which could potentially cause <br />slope stability problems. <br /> <br />(M) Minimally Acceptable Performance Level Levee <br />cross-section generally meets the guidelines noted <br />above. Minor correctable deficiency present that does <br />not threaten the levee's ability to provide reliable flood <br />protection. <br /> <br />Performance Rating: <br /> <br />A <br /> <br />Deficiency/s: NONE <br />Deficiency Location/s: <br /> <br />AttachmentlPhoto Nos: FIGURE 4 <br /> <br />. <br /> <br />(U) Unacceptable Performance Level Levee <br />cross-section is inadequate. Evidence of <br />deficiencies, which threaten levee integrity. <br />Deficiencies previously noted have not been <br />corrected. <br /> <br />Comments: The levee appears oversteepened on the landward slope, but with the wider top width and taDer levee height, the <br />template can be placed within the existing levee at alllocatioDS. <br /> <br />C: IlINZII'IWIGGINSI2176RIA.DOC <br /> <br />Section II, Page 2 of 3 <br />