Laserfiche WebLink
<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />.E...__III <br />A<<hilo<tu.. <br />......inI <br />Sc~ <br />SuM"(inl <br />f'hoeoKrammetry <br /> <br />GREEN HORNE & Q'MARA, INC. 1111 SOUTH VAUGHN WAY SUITE 428 AURORA, COlORADO IlOO14 PHONE lOl-7S5-9000 FAX lOHS5-276S <br /> <br />Mr. Robert Buchholz <br />CEMRO-ED-HD <br />U.S. AnDy Corps of Engineers <br />215 North 17th Street <br />Omaha, Nebraska 68102 <br /> <br />Re: Tri-Lakes Water Control Manual- Hydraulic Study and Model Inventory <br /> <br />Dear Mr. Buchholz: <br /> <br />Greenhome & O'Mara, Inc. is pleased to present the hydraulic study and model inventory for the <br />above referenced project. The materials presented herewith represent results of the data collection <br />efforts for the hydraulic items requested in the project Scope of Services. Brief summaries of the <br />items included in this submittal are presented in the paragraphs which follow. <br /> <br />The list of existing channel improvements is a compilation of major hydraulic structures within the <br />study stream reaches. The study stream reaches are defmed as follows: I) Bear Creek from the <br />South Platte River to Bear Creek Reservoir, 2) Cherry Creek from the South Platte River to Cherry <br />Creek Reservoir, 3) Sand Creek from the South Platte River to Toll Gate Creek, 4) South Platte River <br />from Baseline Road to Chatfield Reservoir, and 5) Toll Gate Creek (and West Toll Gate Creek) from <br />Sand Creek to the Cherry Creek Reservoir Spillway. The listed improvements consist of hydraulic <br />structures such as road bridges, railroad bridges, pedestrian bridges, drop structures, and other <br />significant features which would affect the stream hydraulic characteristics. <br /> <br />The list of planned channel improvements was compiled based upon personal interviews with several <br />engineers at the Urban Drainage and Flood Control District (UDFCD). The planned improvements <br />include major hydraulic structures within the study reaches that are intended to be constructed <br />during the next five years. <br /> <br />The majority of this report consists of an inventory/bibliography of existing hydraulic studies and <br />models for the study reaches described above. Available models were identified for the inventory by <br />contaeting various Federal, State, and Local agencies. Approximately 25 agencies were eontacted <br />for this study, however a majority of the inventoried studies were obtained from three main sources: <br />The Colorado Water Conservation Board (CWCB), The UDFCD, and The U.S. AnDy Corps of <br />Engineers (Omaha District). Almost all of the local agencies perform hydrology and hydraulics <br />projects in cooperation with the UDFCD, and therefore the studies at the individual city and county <br />offices are duplicates of those contained within the UDFCD library. <br /> <br />ANNAl'OlIS, -.J ATlANTA, GA AURORA, co BAlTIMORE, ...0 DULUTH. GA FAIRfAX. VA fRWUIO(S8URG, VA GREENBELT. ...0 <br />MANASSAS. VA MEO-lANJCS8URG. PA ORlANOO, FL RALEK;H. NC ROOCVILLE. MD TAMPA. FL WAlDORF. MD WEST PAlM BEACH. Ft <br />