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<br />APPENDIX II <br /> <br />A limited number of copies of this appendix has been produced for <br />plannBY's, engineers, developers, and others conceJ:"lnecl .with the develop- <br />ment of Sand Creek. It contains Elevat.ion-Peak Discharge Relationship <br />Table" for the 500-, 100-, 50-, 25-, and 10..year frequency flood events <br />which were analyzed for Sand Creek, East Fork of Sand Creek and the <br />Center Tributary. Because of its detailed or technical nature, this <br />appendix is not: attached to copies of the main report: for g,mera1 dis.. <br />tribu.:ion. <br /> <br />Elevation-Peak Discha:r>ge Relationships are based on flood routings <br />using runoff computations for (1) existing :,and use and cover conditions <br />in the watershed for March 1972, and (2) computations reflecting the <br />runof:' conditions with projected developments expected by the yea.r 1990. <br />Any channel modifications and/or physical changes within the adj,3.cent <br />flood plain will alter the elevation-peak d':scharge relatiOl,ship. The <br />water surface profiles will need to be revised in those particule.r areas <br />where this occurs subsequent to March 1972. <br /> <br />The tabulated information is intended for use in conjunction hi:l:h <br />the water surface profiles (Main Report) and flood hazard maps (Appendix I). <br />As a general guide for orientation purposes" the following desigr,ations are <br />assigned to stream names, reach numbers, and cross-section :i dent ific ation: <br /> <br />StJ:'eam Reach Cposs-Section <br />Nalne Number Identificatiol' <br />-- --- ---,,------ <br />Sand Creek 1 M..150 thru ~1-039 <br />Sand Creek 2 M..039, W-390 thru ;1-1 EO <br />Sand Creek .j W-160 thru H..OIO <br />East Fork 4 ~1-039, E-340 thru E..150 <br />East Fork 5 E-150 thru E-010 <br />Center Tributary 6 C-121 i:hru C-.OIO <br /> <br />The mosiac sheet index for flood hazal'd maps with stn,am ar.d <br />reach locations is shown on the following page. A similar ind,,>: <br />with more detailed geographic data is included in Appendix .I. <br /> <br />Elevation-Peak Disaha;r>ge Relationship Tables for the !iOO-" <br />100-, 50-, 25-" and 10-year frequ.ency floods are numbered respec- <br />tively 1 thru 5. <br /> <br />The surv"y, hydrologic, hydraulic, and other pertinent data and <br />compu.:ations a1'e on file with the Soil Cons"rvation Service, U. S. <br />Depar-:ment of Agl"icul ture, 2490 West 26th Avenue, Denver, Colorado <br />80211. <br />