Table 1 Eagle River Station Trip Generation Estimate Eagle, Colorado (LSC #110150; May, 2011) Trip Generation Rates (1),(2) Total Trips Generated Land

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48 Table 1 Eagle River Station Trip Generation Estimate Eagle, olorado (LS #110150; May, 2011) Trip Generation Rates (1),(2) Total Trips Generated Land Land Trip verage Morning fternoon lternate verage Morning fternoon Use Use Generation Weekday Peak-Hour Peak-Hour Mode Weekday Peak-Hour Peak-Hour ode Description Units Traffic In Out In Out Reduction % Traffic In Out In Out September, 2008 Land Use Plan 230 Residential ondominium/townhouse 581 DU (3) % 3, Hotel 150 Rooms , Shopping enter KSF (4) % 19, Phase 1 May, 2011 Land Use Plan 24, ,132 1, Residential ondominium/townhouse 250 DU % 1, Shopping enter KSF % 20, ,004 uild Out Total = 21, ,047 1, Residential ondominium/townhouse 550 DU % 3, Medical-Dental Office uilding 60 KSF % 2, Shopping enter KSF % 20, ,004 Total = 25, ,200 1,237 Notes: (1) Source: ased on Trip Generation, 7th Edition, 2003" by ITE for pril, 2008 Land Use Plan (2) Source: ased on Trip Generatiion, 8th Edition, 2008", by ITE for May, 2011 Land Use Plan (3) DU = dwelling units (4) KSF = 1,000 (thousand) square feet Source: LS Transportation onsultants, Inc.

49 Table 2 Intersection Level of Service Existing Traffic and 2014 ackground Traffic plus Phase 1 of Site Eagle River Station (LS #110150; pril, 2011) Traffic ontrol Intersection Location Year 2011 Existing Traffic Level of Level of Service Service M PM Year 2014 Scenario 1 (3) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 2 (4) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 3 (5) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 4 (6) Total Traffic Level of Level of Service Service M PM Signalized (1) Eby reek Road/I-70 W Ramp Entire Intersection Delay (sec /veh) > Entire Intersection LOS D F D D Roundabout (2) Mitigated Eby reek Road/I-70 W Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS 24.5 Unsignalized (1) Eby reek Road/I-70 E Ramp Southbound Left Eastbound Left/Through ritical Movement Delay(sec /veh) F 74.3 F F 71.9 E F > F F E 48.4 Signalized(1) Mitigated Eby reek Road/I-70 E Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS Roundabout (2) (2 Lane) Mitigated Eby reek Road/I-70 E Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS Signalized (1) Eby reek Road/hambers ve. Entire Intersection Delay (sec /veh) > Entire Intersection LOS F F D D Roundabout (2) Mitigated Eby reek Road/hambers ve. Entire Intersection Delay (sec /veh) Entire Intersection LOS D Roundabout (2) US 6/Eby reek Road Entire Intersection Delay (sec /veh) Entire Intersection LOS (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) (1 Lane) Modified Modified Modified Modified Modified Modified Modified Modified Modified Modified Roundabout (2) I-70 W Ramp/Road (2 Lane) Entire Intersection Delay (sec /veh) Roundabout (2) Entire Intersection LOS I-70 E Ramp/Road (2 Lane) Entire Intersection Delay (sec /veh) Entire Intersection LOS Unsignalized (1)(7) US 6/hambers ve. Eastbound Left Southbound Left ritical Movement Delay(sec /veh) Unsignalized (1)(7) US 6/Road Eastbound Left Southbound Left ritical Movement Delay(sec /veh) Notes: (1) - ased on Highway apacity Manual (Synchro Version 6.0) (2) - ased on Rodel software (3) - With Existing Roadway Infrastructure and hambers connection to US 6 (4) - With East Eagle Interchange and hambers connection to US 6 (5) - With East Eagle Interchange and Road connection to US 6 (6) - With East Eagle Interchange and hambers and Road connections to US 6 (7) - ould also be built as single-lane roundabout which would eliminate the need for left- and right-turn deceleration lanes and right-turn acceleration lanes on US 6

50 Table 3 Intersection Level of Service ackground Traffic plus uild Out of Site Eagle River Station (LS #110150; pril, 2011) Traffic ontrol Intersection Location Year 2014 Scenario 1 (3) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 2 (4) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 3 (5) Total Traffic Level of Level of Service Service M PM Year 2014 Scenario 4 (6) Total Traffic Level of Level of Service Service M PM Signalized (1) Eby reek Road/I-70 W Ramp Entire Intersection Delay (sec /veh) 29.3 > Entire Intersection LOS F D D Roundabout (2) Mitigated Eby reek Road/I-70 W Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS 25.2 D Unsignalized (1) Eby reek Road/I-70 E Ramp Southbound Left Eastbound Left/Through ritical Movement Delay(sec /veh) F F F > F F F 50.7 Signalized (1) Mitigated Eby reek Road/I-70 E Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS Roundabout (2) (2 Lane) Mitigated Eby reek Road/I-70 E Ramp Entire Intersection Delay (sec /veh) Entire Intersection LOS D Signalized (1) Eby reek Road/hambers ve. Entire Intersection Delay (sec /veh) > Entire Intersection LOS F F D D Roundabout (2) Mitigated Eby reek Road/hambers ve. Entire Intersection Delay (sec /veh) Entire Intersection LOS D Roundabout (2) US 6/Eby reek Road Entire Intersection Delay (sec /veh) Entire Intersection LOS (1-Lane) (1-Lane) (1-Lane) (1-Lane) (1-Lane) (1-Lane) (1-Lane) (1-Lane) Modified Modified Modified Modified Modified Modified Modified Modified Roundabout (2) I-70 W Ramp/Road (2 Lane) Entire Intersection Delay (sec /veh) Roundabout (2) Entire Intersection LOS I-70 E Ramp/Road (2 Lane) Entire Intersection Delay (sec /veh) Entire Intersection LOS Unsignalized (1)(7) US 6/hambers ve. Eastbound Left Southbound Left ritical Movement Delay(sec /veh) Unsignalized (1)(7) US 6/Road Eastbound Left Southbound Left ritical Movement Delay(sec /veh) Notes: (1) - ased on Highway apacity Manual (Synchro Version 6.0) (2) - ased on Rodel software (3) - With Existing Roadway Infrastructure and hambers connection to US 6 (4) - With East Eagle Interchange and hambers connection to US 6 (5) - With East Eagle Interchange and Road connection to US 6 (6) - With East Eagle Interchange and hambers and Road connections to US 6 (7) - ould also be built as single-lane roundabout which would eliminate the need for left- and right-turn deceleration lanes and right-turn acceleration lanes on US 6

51 Scenario Phasing Option Description ccess Issues Recommended Improvements ost Impacts 1 No East Eagle Interchange Extend hambers to US 6 Traveling one-mile east on hambers will discourage shoppers onstruct Roundabout at Eby reek Road/I-70 Westbound Ramps $1 to 2 million for Eby reek Improvements 2 onstruct East Eagle Interchange, Extend hambers to US 6 3 onstruct East Eagle Interchange and onnector Road to US 6 4 onstruct East Eagle Interchange and onnector Road to US 6. Extend hambers to US 6 EEI will provide convenient access for shoppers to ERS EEI will provide convenient access for shoppers to ERS EEI will provide convenient access for shoppers to ERS Table 4 Eagle River Station Summary of Phasing Options onstruct Roundabout or Traffic Signal at Eby reek Road/I-70 Eastbound Ramps onstruct Roundabout or add lanes at Eby reek Road/hambers ve Roundabout or turn lanes at hambers/us 6 onstruct EEI and hambers extension to US 6 Roundabout or turn lanes at hambers/us 6 onstruct EEI and onnector Road Roundabout or turn lanes at onnector Road/US 6 onstruct EEI and onnector Road Roundabout or turn lanes at onnector Road/US 6 Roundabout or turn lanes at hambers/us 6 $1 to 2 million for Eby reek Improvements or 0.5 for Traffic Signal and Improvements at E Ramps $1.5 to 2.5 million for Eby reek Improvements $1 to 2 million for roundabout or 0.5 million for turn lanes $12 to 15 million for EEI $1 to 2 million for roundabout or 0.5 million for turn lanes $12 to 15 million for EEI $1 to 2 million for roundabout or 0.5 million for turn lanes $12 to 15 million for EEI $1 to 2 million for roundabout or 0.5 million for turn lanes $1 to 2 million for roundabout or 0.5 million for turn lanes

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68 Table 1 Eagle River Station Trip Generation Estimate Eagle, olorado (LS #110150; May, 2011) Trip Generation Rates (1),(2) Total Trips Generated Land Land Trip verage Morning fternoon lternate verage Morning fternoon Use Use Generation Weekday Peak-Hour Peak-Hour Mode Weekday Peak-Hour Peak-Hour ode Description Units Traffic In Out In Out Reduction % Traffic In Out In Out pril, 2008 Land Use Plan 230 Residential ondominium/townhouse 581 DU (3) % 3, Hotel 150 Rooms , Private School (K-12) 300 Students Shopping enter 649 KSF (4) % 21, ,060 Phase 1 May, 2011 Land Use Plan 26, ,247 1, Residential ondominium/townhouse 250 DU % 1, Shopping enter KSF % 20, ,004 uild Out Total = 21, ,047 1, Residential ondominium/townhouse 550 DU % 3, Medical-Dental Office uilding 60 KSF % 2, Shopping enter KSF % 20, ,004 Total = 25, ,200 1,237 Notes: (1) Source: ased on Trip Generation, 7th Edition, 2003" by ITE for pril, 2008 Land Use Plan (2) Source: ased on Trip Generatiion, 8th Edition, 2008", by ITE for May, 2011 Land Use Plan (3) DU = dwelling units (4) KSF = 1,000 (thousand) square feet Source: LS Transportation onsultants, Inc.