12.07.2015 Views

Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

Phase A - Alternatives Analysis Report - Urban Drainage and Flood ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

PHASE A – ALTERNATIVES ANALYSIS REPORTMajor <strong>Drainage</strong>way Planning Update for Hidden Lake-Bates LakeAlternative <strong>Analysis</strong>The general approach taken for the alternatives development was to minimize the extent of planned facilitiesto only those deemed necessary. Arterial road crossing improvements were designed for the 100-year event<strong>and</strong> other facilities such as reconstructed channels <strong>and</strong> pipes were designed to convey the remainder of the100-year event that could not be contained within the road cross-section without flooding structures.Regional detention facilities were designed for full spectrum detention, which controls releases for all stormevents (minor <strong>and</strong> major) up to the 100-year storm. A detailed list of the alternatives considered <strong>and</strong> thecosts associated with them is presented in Section 5.• Alternative 1: No <strong>Drainage</strong>way Improvements – Maintain Existing ConfigurationThis alternative will maintain the existing channel, pipes, <strong>and</strong> crossing structures without considering anytype of improvements to increase conveyance or improve flood prone areas. It does consider generalroutine, restorative <strong>and</strong> rehabilitation maintenance of the existing channel <strong>and</strong> facilities.• Alternative 2: Regional DetentionThis alternative will either construct a regional detention facility to help attenuate peak flows or modifyexisting detention facilities to bring them up to District st<strong>and</strong>ards <strong>and</strong> draft an agreement between theprivate owner, the local sponsor, <strong>and</strong> the District for a flowage <strong>and</strong> maintenance easement on the facility.• Alternative 3: Improved ConveyanceThis alternative replaces undersized storm drain pipes, boxes, channels, <strong>and</strong> culvert crossings with ones thatwill convey enough runoff to minimize flooding damages in a 100-year storm event. This alternative alsoincludes constructing new channels, pipes, boxes, <strong>and</strong> culvert crossings where previously no improvementsexisted.Table ES-2 – Summary of Costs for Recommended PlanStructural Improvements $2,110,545Traffic Control $157,133Utility Relocations $133,076L<strong>and</strong> Acquisition $123,585Engineering, CM, & Contingencies $738,691Operation <strong>and</strong> Maintenance $97,000Total $3,360,030AcknowledgementsThis report was prepared with cooperation from local officials as well as the <strong>Urban</strong> <strong>Drainage</strong> <strong>and</strong> <strong>Flood</strong>Control District. In particular, we would like to acknowledge the assistance received from the District, theCity of Arvada, the City of Westminster, <strong>and</strong> Adams County.Participant NameKen MacKenzieShea ThomasBesharah NajjarKelly HargadinGeorgia SimpsonJohn BurkeTable ES-3 – Project Participants <strong>and</strong> StakeholdersOrganization<strong>Urban</strong> <strong>Drainage</strong> & <strong>Flood</strong> Control District<strong>Urban</strong> <strong>Drainage</strong> & <strong>Flood</strong> Control DistrictAdams CountyAdams CountyCity of ArvadaCity of Westminster• Alternative 4: Water QualityThis alternative improves the stormwater quality with in the study area. This will be accomplished byconstructing stormwater quality detention facilities either in the bottom of existing detention facilities,constructing new stormwater quality detention facilities, or directly connecting open channels to perviousareas allowing runoff to be filtered by vegetation <strong>and</strong> the soil before it reaches water bodies or groundwateraquifers.• Alternative 5: Combination of <strong>Alternatives</strong>This alternative utilizes a combination of the alternatives presented above to provide the best overall plan toprovide a means of improving stormwater conveyance, reducing flooding, <strong>and</strong> improving stormwaterquality for the reaches identified in the Hidden Lake – Bates Lake project area.Recommended PlanThe recommended plan of improvements for the Hidden Lake – Bates lake study area is Alternative 5,which presents a plan that combines the most cost effective structural <strong>and</strong> non structural improvements.These alternatives have the lowest overall project cost <strong>and</strong> provide the level of protection identified by theproject team <strong>and</strong> sponsors.The cost summary for the recommended plan is provided in Table ES-2. The Recommended Plan ispresented in Figures 7-1 though 7-6.ES-2

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!