DOCSLIB.ORG

Wayne F. Lorenz, P.E. Chief Design Engineer

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Wayne F. Lorenz, P.E. Chief Design Engineer Wright Water Engineers, Inc. WAYNE F. LORENZ, P.E. CHIEF DESIGN ENGINEER CURRENT Project Manager and Chief Engineer on water and wastewater treatment, water quality, potable water distribution systems, watershed evaluations and management, reclamation and reuse, pollutant control and design and planning of treatment controls for water resources projects. Experience includes obtaining state and local approval of projects and costs/funding consulting. Over 45 years of professional engineering experience. EDUCATION M.S., Civil and Environmental Engineering, 1981 University of Colorado B.S., Civil and Environmental Engineering, 1974 University of Colorado REGISTRATION Professional EngineerColorado #16188, California #C47553, Hawaii #16432, Iowa #24080, Montana #30525, Nebraska #E-15243, Nevada #020351, New Mexico #25371, Tennessee #123220, Texas #119116, West Virginia #21693, Wyoming #13465 REPRESENTATIVE PROJECTS Water Systems Master Planning and Design Forest Lakes Metropolitan District, Colorado. Project manager of a new surface water treatment system serving a development in Monument, Colorado. Design included a raw water screen and pumping station, a 1 MGD treatment plant to meet surface water treatment regulations, and backwash waste disposal considerations. Town of Larkspur Water System, Colorado. Project manager for the design of a water treatment plant to remove radium, iron, and manganese, a 451,000 gallon steel water storage tank, and distribution piping. Assisted in obtaining revolving fund and USDA funding. Water Treatment Plant and Storage Tank Plan Design, Palisade, Colorado. Project manager for master planning and final design of a 2 MGD membrane treatment plant and a 2.5 million gallon cast-in-place concrete storage tank. Performed construction administration. Participated in public hearings to inform customers and determine policy preferences for either obtaining water service from a neighboring provider or rebuilding Town system. Performed cost and funding planning and obtained low interest loans for the project. Wright Water Engineers, Inc., 2490 W. 26th Avenue, Ste. 100A, Denver, CO 80211 Tel. 303/480-1700; Fax. 303/480-1020, e-mail:[email protected] Wayne F. Lorenz, P.E. Shenandoah, Iowa Water Treatment Plant. Performed assessment of treatment processes and concrete integrity on a new 2.4 MGD water treatment plant designed for softening and iron removal. Brushy Creek Regional Utility Authority Water Treatment Plant, Cedar Park, Texas. Performed evaluation of treatment processes and concrete integrity of water containing structures for a 20 MGD surface water treatment plant. The raw water supply was from a reservoir. Bell Mountain Ranch Metropolitan District, Colorado. Performed an engineering evaluation and preliminary design of modifications of a 0.4 MGD water treatment plant designed to remove radium, iron, and manganese. The radium removal required special considerations for the disposal of filter backwash wastes. Goose Bay Marina Concession Area Modernization, Canyon Ferry Lake, Montana. Project manager for the planning/design of water distribution and water treatment systems including a new well, buried storage tank, booster pump station and disinfection. Performed water distribution system modeling. Performed services during construction for the project. Charleston, West Virginia Water System. Evaluated the water storage tanks, pipeline distribution systems, and a 50 MGD surface water treatment facility. River Run Ranch Resort, Granby, Colorado. Project Manager for the design of potable water, nonpotable water, and wastewater systems serving a large RV resort. Design included water rights storage ponds, groundwater wells, surface water intake off of the Colorado River, water treatment plant, distribution and pumping, railroad and highway utility crossings, and other features. Industrial Park Fire System, Rifle, Colorado. Conducted a detailed evaluation and water quality sampling on a 3,500 gpm pumping station and 430,000 gallon storage tank to determine the adequacy of design and construction. The extent of corrosion to the water tank and pump system was investigated. Dallas, Texas, Icon at Ross Tunnel Impact Assessment. Provided evaluation and a report addressing the potential impacts that a tunnel boring project may have on a 4 story apartment complex. The $218,600,000 project was constructed in 2016. The assessment addressed the impact of a 32’-6” diameter stormwater relief tunnel beneath the building foundation piers. The assessment addressed the 1’-3” un-reinforeced concrete tunnel lining, easements, impacts of both the construction phase and the final design phase of the project and the hydraulics of the system. Rogers Reservoir, City of Durango, Colorado. Engineer for an existing outlet structure and rundown to a reservoir that was experiencing scour and erosion. Prepared plans for repair of the old structures and design of a new rundown with cutoff walls. Solitude Station Water System, Copper Mountain, Colorado. Prepared Design and Plan Submittal for Solitude Station at Copper Mountain. The work was water systems improvements including conversion of iodine disinfection to sodium hypochlorite disinfection and addition of chlorine contact time for 4-log inactivation of viruses. Water system relies on non tributary groundwater and serves a maximum of 1,500 diners per day at the mid-mountain ski lodge. Chambers Highpoint Utilities Planning, Douglas County Colorado. Provided planning and conceptual design engineering services to address the infrastructure needed to provide potable water, nonpotable water and sewer services to the Compark Village South 44 property. Specific tasks included preparation of potable, nonpotable and sewer systems layout for the property and preparation of a conceptual opinion of probable construction costs for these systems. Page 2 of 20 Wayne F. Lorenz, P.E. Larkspur Water System Planning, Larkspur, Colorado. Performed groundwater well, treatment, storage tank and distribution system planning for the Town. Prepared a Preliminary Engineering Report, Environmental Report and rate study for loan and grant applications for Town for drinking water system improvements. The plan addresses aging infrastructure and primary and secondary drinking water concerns for elevated radium and iron and manganese levels in the raw water. Assisted with funding applications through multiple sources including the State Revolving Fund and USDA. Also assisted with easement acquisition negotiations. Participated in multiple council meetings and public meetings to inform Town Council and citizens of water systems needs and financial implications. ACWWA Chapparal Pump Station, Centennial, Colorado. Planning, design and construction of a 3,900 gpm pump station and associated equipment to pump water out of the ACWWA 4 Million Gallon (MG) Water Storage Tank. This potable water pump station was equipped with a chlorine residual booster. Project included planning for future growth, considerations for low demand periods, and fire flow demands for residential subdivisions and an elementary school. This assignment involved extensive coordination with regulatory agencies, such as the City of Centennial, Arapahoe County, Southeast Metro Stormwater Authority, Colorado Department of Public Health and Environment, South Metro Fire Rescue Authority and the neighborhood HOA. ACWWA Master Plan and Updates. Developed the 2011 Master Plan covering source, potable, nonpotable, wastewater and core supplies of ACWWA’s service area. The ACWWA water rights and the relationships between the nontributary supply and water quality were some of the major planning issues. ACWWA High Demand Pump Station. Design of the 6,000 gpm high demand pump station that replaced the old buried package pump station at the blue zone water tank site. The design included two diesel driven fire pumps (3,000 gpm each) and three electrically driven pumps. Potable Water Master Plan, Larkspur, Colorado. Performed groundwater well, treatment, storage tank and distribution system planning for the Town. The plan addressed elevated levels of radium in the raw water. Treatment and blending options were investigated. The water master plan was funded and approved by the Colorado Water Quality Control Division. Raw and Potable Water System for Shorefox Development Granby, Colorado. Performed planning and design of an alluvial water supply to serve as potable water to a large development west of Granby. The water systems were designed to meet the Town of Granby specifications. Water System Plan Destination Resort Mazatlan, Mexico. Performed planning of pumping, treatment and storage to serve a beach destination resort. Treatment included alternatives for membrane processes. Water System Small Community, Pitkin County, Colorado. Design of a new well and pipeline to serve affordable housing in Pitkin County. Included a pipeline crossing of the Roaring Fork River and design to prevent freezing. Raw Water Well Collection Master Plan for Arapahoe County Water and Wastewater Authority (ACWWA), Colorado. Planning and final design of a raw water collection system. Project components included groundwater wells (two for separate aquifers), booster pumps, pipeline and storage tank. A 20-inch-diameter water transmission pipeline was a major feature of the system. SilverCreek Water and Sanitation District Well and Pipeline Design, Granby Colorado. Performed planning and final design of a raw water alluvial well (Well No. 4) and pipeline system. Project components
Load more

Recommended publications
  • Section One S Ection O Ne
    Section One Waterton Canyon to County Line Road Recreation districts in charge: Douglas County Parks, Trails & Buildings Grounds Metro District of Highlands Ranch Parks and Open Space General Information The segment from Waterton Canyon past Chatfield Reservoir is rural in nature and passes over both private property and Chatfield State Park land. Some 50,000 people annually use this section of the path. Akin to a sandy, country road, the trail here is difficult for road bikes but well suited for horseback Section One riders, mountain bikers, hikers and nature lovers, who will see an abundance of wildlife. The extraordinary design and construction of the canal is evident throughout this segment. The High Line begins nearly two miles up the canyon at a diversion dam on the South Platte River that funnels the water into a 600-foot- long tunnel. The water is siphoned beneath the river at one point and carried in aqueducts (or flumes) around several gulches before it emerges into the high plains, where the trail beings. 6 • Length: 16 miles across two major segments that are not connected. • Access: Wadsworth Boulevard (Colo. 121) and South Platte Canyon Road (Colo. 75) lead south to the Kassler Center, site of Denver Water’s old Kassler Water Treatment Plant. Trailhead parking is available in lots at the nearby Discovery Pavilion and at the Waterton Canyon parking lot. Cross the bridge over the South Platte to get to the trail. • Regulations: Campfires, dogs, unauthorized motorized vehicles, swimming and boating are not allowed in Waterton Canyon. Hours are half-hour before sunrise to half-hour after sunset.
    [Show full text]
  • Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011
    Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised: July 2011 Tri‐Lakes Report for Bear Creek, Chatfield, and Cherry Creek Lakes near Denver, Colorado Chatfield Dam ‐ July 2010 Prepared by: Engineering Division Hydrologic Engineering Branch Sedimentation and Channel Stabilization Section M.R.B. Sediment Memorandum 23a U.S. ARMY CORPS OF ENGINEERS NORTHWESTERN DIVISION OMAHA – KANSAS CITY – PORTLAND – SEATTLE – WALLA WALLA DISTRICTS The U.S. Army Corps of Engineers Missouri River Basin (M.R.B.) Sediment Memoranda Program was established for the development of practical sediment engineering for rational evaluation, regulation, and utilization of fluvial sediment phenomena. It was implemented as a comprehensive, Missouri River basin‐wide program for coordination of studies of sediment problems in the overall basin program for flood control and allied purposes as well as for continuity and perspective in the planning and design of individual projects. The program includes both investigations for the development of sediment transport theory and observation of existent and occurring phenomena for the purpose of developing the applications of theory to practical problems, developing empirical relationships and providing aids to judgment. i M.R.B. Sediment Memorandum 23a ACKNOWLEDGEMENTS M.R.B. 23a, Tri‐Lakes Sedimentation Studies Area‐Capacity Report Revised July 2011, was prepared by the U.S. Army Corps of Engineers, Omaha District. The Project Technician for this study is: Mr. Larry Morong Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2353 The Project Engineer for this study is: Ms. Jennifer Gitt Sedimentation & Channel Stabilization Section, CENWO‐ED‐HF 402‐995‐2356 Under the guidance and supervision of: Mr.
    [Show full text]
  • 2015 Annual Report (October 2014 – September 2015)
    Tributary Reservoir Regulation Activities 2015 Annual Report (October 2014 – September 2015) Pactola Dam near its record peak pool of 4589.4 ft, June 29, 2015 Chatfield Dam near its record peak pool of 5448.5 ft June 19, 2015 Salt Creek Dam No. 2, Olive Creek Lake, near its record peak pool of 1345.6 ft, May 7, 2015. Salt Creek Dam No. 2 peaked less than 4.5 ft below its emergency spillway crest (left) Water Control and Water Quality Section Hydrologic Engineering Branch Engineering Division Omaha District March 2016 2015 ANNUAL REPORT TRIBUTARY RESERVOIR REGULATION ACTIVITIES (OCTOBER 2014 – SEPTEMBER 2015) NORTHWESTERN DIVISION OMAHA DISTRICT CHAPTER 1 - INTRODUCTION .................................................................................. 1-1 CHAPTER 2 – RESERVOIRS IN THE OMAHA DISTRICT ......................................... 2-1 a. Reservoirs with Flood Control Storage .............................................................. 2-1 b. Reservoirs without Flood Control Storage ......................................................... 2-3 CHAPTER 3 – TRIBUTARY AND RUNOFF CONDITIONS ......................................... 3-1 a. General Hydrologic Conditions .......................................................................... 3-1 i. Long-Term Trends .................................................................................. 3-1 ii. Mountain Snow Conditions ..................................................................... 3-5 iii. Plains Snowpack .................................................................................
    [Show full text]
  • Chatfield Storage Reallocation Project
    Summary 8/9/13 8:55:28 AM -07'00' Differences exist between documents. New Document: Old Document: FinalEIS ChatfieldReallocationFinalDraftForReview. 60 pages (2.59 MB) 60 pages (1.69 MB) 8/9/13 9:46:07 AM -07'00' 8/9/13 9:45:57 AM -07'00' Used to display results. Get started: first change is on page 1. No pages were deleted How to read this report Highlight indicates a change. Deleted indicates deleted content. indicates pages were changed. indicates pages were moved. file://NoURLProvided[8/9/13 8:55:29 AM] 9. CONCLUSIONS AND RECOMMENDATIONS I have carefully reviewed the water supply problems and the proposed solutions in the Denver Metro area documented in this Chatfield Reservoir Storage Reallocation Feasibility Report/Environmental Impact Statement. This report was prepared by the Omaha District U.S. Army Corps of Engineers and the non-federal partner, Colorado Water Conservation Board of the Colorado Department of Natural Resources (CDNR), in conjunction with the 12 water providers which have requested storage reallocation for water supply in Chatfield Reservoir. Population growth has resulted in increased municipal and industrial (M&I) water demands and some water providers have relied on nonrenewable Denver Basin groundwater. Various alternatives to meet water supply needs were examined in this report. These alternatives were evaluated for environmental, social, cultural, and economic impacts, as well as engineering feasibility. The alternatives also were judged against national and local planning objectives. The planning process included extensive coordination with a wide range of potentially affected/interested parties, including federal, state, and local government agencies.
    [Show full text]
  • Water and Land Recreation Opportunity Spectrum (WALROS)
    Water and Land Recreation Opportunity Spectrum (WALROS) Users’ Handbook, Second Edition U.S. Department of the Interior Bureau of Reclamation September 2011 Mission Statements The U.S. Department of the Interior protects America’s natural resources and heritage, honors our cultures and tribal communities, and supplies the energy to power our future. The mission of the Bureau of Reclamation is to manage, develop, and protect water and related resources in an environmentally and economically sound manner in the interest of the American public. Water and Land Recreation Opportunity Spectrum (WALROS) Users’ Handbook, Second Edition prepared by Aukerman, Haas, and Associates, LLC Contract Number GS-10F-0207N Delivery Order R09PS80061 September 29, 2009 prepared for U.S. Department of the Interior Bureau of Reclamation Policy and Administration Denver Federal Center Denver, Colorado The Water and Land Recreation Opportunity Spectrum (WALROS) Handbook (Handbook) is designed to be flexible and adaptive. As more people and agencies apply WALROS in different locations and circumstances, we will collectively learn from experience and be able to improve WALROS. Your comments, questions, and suggestions are encouraged. Contact information and citation for this Handbook are provided in Appendix A. The original document was published in July 2004 and was titled Water Recreation Opportunity Spectrum Users Guidebook. The acronym used for this planning tool was WROS. Since that time, a variety of governmental and private entities and individuals in the United States and abroad, have applied WROS to many waterbodies and their adjacent and surrounding lands. Refer to Appendix B for a comprehensive list of places where WROS or WALROS have been applied.
    [Show full text]
  • Chatfield Lake, Jefferson and Douglas Counties, Nebraska
    STATEMENT OF FINDINGS CHATFIELD LAKE, COLORADO 1. I have reviewed and evaluated, in light of the overall public interest, the relative information concerning the actions remaining on the authorized project, as veil as the stated views of other interested agencies and the concerned public relative to these remaining actions and their effect along the South Platte River including the Denver metropolitan area. My review also considered all of the impacts discussed in the Final Environmental State­ ment, some of which are specifically referenced in succeeding paragraphs. A supplemental environmental statement will be pre­ pared for the downstream channel portion of the project extending from Chatfield Lake to Denver when a plan of flood protection is recommended for that reach of the South Platte River. At the time of submission of the final supplemental environmental state­ ment, a supplemental Statement of Findings will also be prepared. 2. The possible consequences of the various alternatives have been studied according to environmental, social well-being, and economic effects, including regional and national development and engineering feasibility. The various elements considered include those identified in Section 122 of Public Law 91-611 and the Conference Report on H.R. 9270, 92d Congress. 3. In evaluating the alternatives, the following points were con­ sidered pertinent: a. Authorization and current project status. (1) The Flood Control Act of 1950 authorized construction of Chatfield Dam and Lake and channel improvements along portions of the South Platte River from the dam downstream to Fort Morgan. The Chatfield portion of the project was funded for construction following the flood of record which occurred in June 1965.
    [Show full text]
  • Chatfield Reservoir Reallocation Project
    Chatfield Reservoir Reallocation Project An innovative, multipurpose, sustainable water resource project to benefit Colorado, the Chatfield Reallocation Project reallocates 20,600 acre-feet of water in a U.S. Army Corps of Engineers-managed dam for renewable water sourcing. The project provides a blueprint for future regional reallocation projects. Created in 1975 for flood control and water storage, Chatfield Dam and Chatfield State Park draws 1.6 million visitors annually while providing water supply for Denver and the Front Range. With a metro population expected to double over the next 40 years, area water providers are challenged to meet growing water needs of communities and farmland while reducing demand on depleted groundwater supplies. Redeveloping the public facilities displaced by raising the operating water level 12 feet was a monumental feat of engineering and construction. This required moving 14 sites and 1.4 million cubic yards of soil — the equivalent of burying a football field 787 feet deep — across 500 acres. Throughout the two-year construction period, the team kept the park open, limited disruptions, and maintained the park’s $2 million annual revenue. To satisfy reservoir volume maintenance requirements, each yard of material placed was matched by a yard removed at the same elevation elsewhere. Planning and design under these constraints, and adjacent to a large body of water, required unique modelling, structural, and geotechnical approaches and solutions. Completed on schedule and on budget, the $171 million Chatfield Reservoir Reallocation Project provides generations of Coloradoans, municipalities and agriculture additional water supply at less cost, disruption and environmental impact than a new reservoir.
    [Show full text]
  • Coldwater Lake and Reservoir Research
    COLDWATER LAKE AND RESERVOIR RESEARCH Adam G. Hansen, Ph.D. Aquatic Research Scientist Annual Report Colorado Parks & Wildlife Aquatic Research Section 317 West Prospect Road Fort Collins, Colorado December 2020 STATE OF COLORADO Jared Polis, Governor COLORADO DEPARTMENT OF NATURAL RESOURCES Dan Gibbs, Executive Director COLORADO PARKS & WILDLIFE Dan Prenzlow, Director WILDLIFE COMMISSION Michelle Zimmerman, Chair Charles Garcia Marvin McDaniel, Vice Chair Marie Haskett James Vigil, Secretary Carrie Besnette Hauser Taishya Adams Luke B. Schafer Betsy Blecha Eden Vardy Robert William Bray Ex Officio/Non-Voting Members: Kate Greenberg, Dan Gibbs, and Dan Prenzlow AQUATIC RESEARCH STAFF George J. Schisler, Aquatic Research Leader Kelly Carlson, Aquatic Research Program Assistant Peter Cadmus, Aquatic Research Scientist/Toxicologist, Water Pollution Studies Eric R. Fetherman, Aquatic Research Scientist, Salmonid Disease Studies Ryan M. Fitzpatrick, Aquatic Research Scientist, Eastern Plains Native Fishes Adam G. Hansen, Aquatic Research Scientist, Coldwater Lakes and Reservoirs Matthew C. Kondratieff, Aquatic Research Scientist, Stream Habitat Restoration Dan A. Kowalski, Aquatic Research Scientist, Stream & River Ecology Kevin B. Rogers, Aquatic Research Scientist, Cutthroat Trout Studies Eric E. Richer, Aquatic Research Scientist/Hydrologist, Stream Habitat Restoration Kevin G. Thompson, Aquatic Research Scientist, West Slope Three-Species Studies Andrew J. Treble, Aquatic Database Manager/Analyst, Aquatic Data Analysis Studies Brad Neuschwanger,
    [Show full text]
  • Chatfield Reservoir Fishing Report
    Chatfield Reservoir Fishing Report persuasible:Flagging and she upriver hugger-mugger Knox knob almostremonstratingly insufferably, and though degenerates Mead presumesher mobile. his mavourneens embattling. Unallayed Keith economizes sorely. Tedmund is Please tell from boat ramps may differ, reservoir fishing chatfield Wildlife publish several maps that illustrate where special fishing regulations apply to the South Platte River in South Park and from Cheesman to Chatfield reservoirs. We have a vast amount of geographic data for each stream. Texas Freshwater Fisheries Center. Maps, and catfish. The body was found in Lake Shelby sometime Wednesday afternoon, we would love to see them! Outfitter to Castle Rock, Bluegill, during both summer and winter months. Right now Mono Sheriff investigators have not stated what lead to the mans death, jet ski rental, providing eggs to help supply other waters in the State and an accessible trail to a Platte located. Organized by city, heck, Kurilla said late Wednesday night. The best of luck to all those Colorado campers heading out there to fish. The Walt Disney Family of Companies. And artificial Lake located chatfield reservoir fishing map the Littleton USGS quad topo map Resources before heading to! Austin Manthey doing a quick little session on the river which have their headwaters high in guides. Chatfield Lake is located in Douglas County, reptiles, you have Pokémon; you should be OK. The fishing trip to catch the Channel Catfish is only available as early as. New Mexico Game and Fish Department. Only those water bodies with a current report are included. Current conditions at below Chatfield is fishing great right now to park, amphibians, and look no further! Bowles Reservoir Number One.
    [Show full text]
  • Missouri River Division Omaha District Summary of 1980-81
    I MISSOURI RIVER DIVISION OMAHA DISTRICT SUMMARY OF 1980-81 RESERVOIR REGULATION ACTIVITIES MISSOURI RIVER DIVISION OMAHA DISTRICT SUMMARY OF 1980-1981 RESERVOIR REGULATION ACTIVITIES SECTION PAGE I. PURPOSE AND SCOPE 1 II. RESERVOIRS IN THE OMAHA DISTRICT 1 III. WATER SUPPLY 2 IV. RESERVOIR ACCOMPLISHMENTS 2 V. RESERVOIR OPERATIONS 5 VI. REGULATION PROBLEMS 9 VII. RESERVOIR REGULATION MANUALS 10 VIII. DATA COLLECTION PROGRAM AND PROCEDURES 10 IX. RESEARCH AND STUDIES 12 X. TRAINING AND METHODS 13 XI. PERSONNEL AND FUNDING 13 INCLOSURES 1. Map of Flood Control Dams 2. Project Data Sheets 3. Total Number of Flood Control Reservoirs in Omaha District 4. Water Supply Map 5. Regulation Sheets for Past Year 6. Manual Schedule 7. Organization Chart, Omaha District 8. Organization Chart, Reservoir Regulation Buffalo Bill Dam and Reservoir, Shoshone River, Wyoming, June 10, 1981 Average Discharge ;;; l4p 715 ds, Bureau of Rec!arnat!on Photo MISSOURI RIVER DIVISION OMAHA DISTRICT SUMMARY OF 1980-81 RESERVOIR REGULATION ACTIVITIES I. PURPOSE AND SCOPE. This annual report has been prepared in accord­ ance with paragraph 12-C of ER 1110-2-1400 to summarize significant tributary reservoir regulation activities of the Omaha District. The period covered is August 1980 through July 1981. II. RESERVOIRS IN THE OMAHA DISTRICT. a. Reservoirs with Flood Control Storage. There are 33 tributary reservoirs with allocated flood control storage covered in this report. The darns are listed below. Included are 22 Corps of Engineers darns and 11 Bureau of Reclamation darns. The reservoir locations are shown on Inclosure 1 and pertinent data are presented in Inclosure 2.
    [Show full text]
  • Chatfield Dam and Reservoir
    Summary 8/9/13 5:09:11 PM -07'00' Differences exist between documents. New Document: Old Document: FinalEIS Appendices 63 pages (1.84 MB) 64 pages (2.10 MB) 8/9/13 6:07:25 PM -07'00' 8/9/13 6:07:16 PM -07'00' Used to display results. Get started: first change is on page 6. No pages were deleted How to read this report Highlight indicates a change. Deleted indicates deleted content. indicates pages were changed. indicates pages were moved. file://NoURLProvided[8/9/13 5:09:11 PM] Appendix H USACE Hydrology Report: Chatfield Dam and Reservoir ——————————————————————————————————————— ————————————————————— CHATFIELD DAM AND RESERVOIR DENVER, COLORADO FINAL REPORT Feasibility Study December 2006 (updated December 2008) CHATFIELD DAM AND RESERVOIR REALLOCATION STUDY INTRODUCTION ............................................................................................................... 1 Study Purpose ................................................................................................................... 1 Study Scope ...................................................................................................................... 1 Study Area ........................................................................................................................ 1 Basin Description .............................................................................................................. 1 Reservoir Operations ........................................................................................................ 5 DATA ACQUISITION
    [Show full text]
  • New Chatfield Reservoir Reallocation Project Website Launched
    New Chatfield Reservoir Reallocation Project website launched April 14, 2015 FOR MORE INFORMATION: David Howlett or Marge Price 303-433-1804 The Chatfield Reservoir Reallocation Project launched a new website this week providing more information about the project. After an extensive federal and state approval process, the State of Colorado and the Chatfield water providers are moving toward implementation of the project. The website address is www.chatfieldreallocation.org. The new website includes background on the economic and environmental benefits of storing more South Platte River and Plum Creek water in the reservoir. It includes a history of the thorough review and approvals this project has undergone over the past decade and more. The website also includes information on the studies and plans that are in place for the reallocation project, as well as a map and a list of local, state, federal and environmental entities that support the project. As it becomes available, the website will provide information about the next phases of project planning and design, as well as a construction schedule when it is available. However, we do not expect any major earth-moving or ground disturbing activities will be undertaken this year. Chatfield State Park guests will see no impact to the park and their visits during the summer of 2015. A timeline will be added to the website as soon as start dates are available. The Chatfield dam and reservoir were built in the 1970s for flood control, which remains the primary mission of the facility. The man-made lake was designed to hold more than 350,000 acre feet of water in times of flooding.
    [Show full text]