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C-1. Tier 1 Draft Environmental Impact Statement, TH 41 Minnesota River Crossing CITY OF CHANHASSEN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax: 952.227.1310 Senior Center Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us (;-1 MEMORANDUM TO: Todd Gerhardt, City Manager .. L Bob Generous, Senior Planner~ Paul Oehme, City Engineer1. l). CJ r2<( /7 . July 23,2007 "J Y FROM: DATE: SUBJ: Tier I Draft Environmental Impact Statement TH 41 Minnesota River Crossing BACKGROUND The study was prepared in response to a need for a new river crossing connect:t'11 between US 169 in Scott County and new US 212, currently under construction, in Carver County. The City agrees that there is a need for a new river crossing. The no- build alternative is not a realistic option. The current study process began in 2002. The scoping decisions for the environmental reviews were made in February 2005 and revised in February 2006. The Tier I Draft Environmental Impact Statement for TH 41 Minnesota River Crossing (DEIS) review and comment period ends on August 10,2007. The end result of the DEIS is to identify a preferred alignment for the new river crossing In the future, a Tier II Environmental Impact Statement will be prepared to evaluate and select a design for the river crossing. A copy of the complete report is available on-line at: http://proiects.dot.state.mn.us/srf/041/report/i ndex. h tml. DISCUSSION Comments on DEIS Section 1.7, page 1-10: The document should identify that the alignment should also be included as part of the Metropolitan Council's future highway system so that it would be eligible for Right-of-way Acquisition Loan (RALF) funds, which may be used for the purchase of property within the right-of-way of a state trunk highway shown on an official map adopted pursuant to section 394.361 or 462.359 Minnesota Statutes, or for the purchase of property within the proposed right-of-way of a principal or intermediate arterial highway designated by the council as a part of the metropolitan highway system plan and approved by the council pursuant to section 473.166 Minnesota Statutes. The City 01 Chanhassen · A growing community with clean lakes, quality schools, a chanming downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Mr. Todd Gerhardt TH 41 River Crossing July 23, 2007 Page 2 Section 2.2.1.1, Table 2-1, page 2-3: The City of Chanhassen does not agree that Chanhassen's population will be 45,900 in 2040. The Metropolitan Council's 2030 population projection for Chanhassen is 38,000. We believe that number is also high. Section 2.2.4.2.2, page 2-18: Light rail transit opportunities are also provided within the new US 212 corridor. Commuter rail is being studied using the Twin City and Western rail corridor. Section 2.2.4.3.3, City of Chanhassen, page 2-20: The discussion should also add the need for improvement of the existing Highway 101 facility from TH 212 to Shakopee (river crossing). To help improve the river crossing in the short term, this corridor should be improved. Section 4.7.3, page 4-24: Light rail transit opportunities are also provided within the new US 212 corridor. Commuter rail is being studied using the Twin City and .Western rail corridor. Section 5.1.1.1, Table 5-1, page 5-2: The City of Chanhassen does not agree that Chanhassen's population will be 45,900 in 2040. The Metropolitan Council's 2030 population projection for Chanhassen is 38,000. We believe this number is also high. . Preferred Alignment The preferred alignment should be both a cost effective solution and minimize social, economic and environmental impacts. In order to arrive at a preferred alignment, staff proposes that the alignments be ranked based on the following criteria: 1. Benefit Cost Ratio 2. Environmental Justice 3. Residential Units needed to be acquired 4. Residents need to be acquired 5. Business and employees impacted 6. Vegetation impacts (composite of ranked impacts) 7 . Wetland Impacts W2 C2 C2A El EIA E2 Benefit/Cost Ratio 1 2 3 6 5 4 Residential Units Acquired 1 2 3 6 4 5 Environmental Justice 1 2 3 5 4 6 Business Impacted 3 5 6 1 4 2 Employees Impacted 4 2 5 3 6 1 Vegetative Impacts (composite rank) 4 2 6 1 3 5 Wetland Impacts 3 2 6 1 4 5 Total 17 17 32 23 30 28 G:\PLAN\BG\TH 41 River Crossing\EIS comments 7-24-07\DEIS comment memo doc Mr. Todd Gerhardt TH 41 River Crossing July 23, 2007 Page 3 In preparing these rankings, No.1 represented the best alternative while a No.6 represented the worst alternative. The lowest total score represents the best alignment for the river crossing. RECOMMENDA TION Staff recommends that City Council authorize staff to prepare and submit a comment letter on the DEIS consistent with the comments outlined above prior to the August 10, 2007 deadline. ATTACHMENTS 1. Map depicting alignment alternatives 2. Impact Summary Table 1-4 3. Tier I Environmental Impact Statement Process 4. 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IIN c:::J lS3HO.:J NIYld0001.:J c:::J +eeJ. e I 009 I __~......., ooo~ 0 ooo~ I L I ::t: ~ ~ Q.. ~ ~ ~ :3 c:::: ~ ~ ~ 6 lJ) ~ .g ~ ~ ~ ~ L.l ~ ~ TABLE 1-4 IMPACT SUMMARY Alternatives No-Build W-2 C-2 C-2A E-l E-IA E-2 N/A Roadway length: 3.1 miles Roadway length: 3.9 miles Roadway length: 3.0 miles Roadway length: 3.1 miles Roadway length: 3.6 miles Roadway length: 3.2 miles Bridge length: 10,550 feet Bridge length: 9,550 feet Bridge length: 9,350 feet Bridge length: Bridge length: 13,500 feet Bridge length: 12,000 feet DESCRIPTION No. of piers: 86 No. of piers: 80 No. of piers: 76 10,800 feet [low profile] No. of piers: 112 No. of piers: 98 11,300 feet [high profile] No. of piers: 94 TRANSPORTATION AND FISCAL IMPACTS Capacity Improvement and Relief to Other River Crossings New TH 41 Avera~e Daily Traffic (ADT) (2040) N/A 45,000 48,000 43,000 56,000 56,000 59,000 Other River Crossings ADT (2040) . CSAH 9/45 . 25,100 . 19,200 . 21,600 . 21,300 . 20,800 . 21,300 . 21,300 · TH 41 . 36,500 . 24,700 . 22,000 . 24,800 . 23,800 . 25,100 . 24,200 · Highway 101 . 34,000 . 30,400 . 30,000 . 29,900 . 24,800 . 24,300 . 23,300 · US 169 . 141,000 . 135,000 . 135,000 . 135,000 . 131,000 . 129,000 . 129,000 . 1-35W . 133,000 . 133,000 . 133,000 . 133,000 . 132,000 . 132,000 . 132,000 Hours of Congestion (2040) · Existing TH 41 north of existing US 212 . 0 · 0 . 0 . 0 . 0 . 0 . 0 . Existing TH 41 river crossing . 10 . 3 · 2 . 3 . 2 . 3 · 2 · Existing Highway 101 river crossing . 10 · 7 . 7 . 7 . 6 . 6 . 5 Regional Efficiency (2040) · VMT (difference from No-Build) · N/A · 310,000 . 314,000 . 354,000 . 309,000 · 285,000 · 292,000 · VHT (difference from No-Build) · N/A . -3,900 . -3,500 . -3,100 . -3,600 . -4,000 . -4,000 Safety Crashes (2040) . Freeway . 996 . 1,058 . 1,052 . 1,058 . 1,052 . 1,055 . 1,053 · Non-Freeway · 9,430 . 9,433 . 9,460 . 9,468 . 9,435 . 9,444 . 9,438 . Downtown Chaska . 35 . 24 . 22 . 24 . 23 . 24 . 23 Other · Grade-separated rail crossings increase safety and decrease number of stops for transports carrying hazardous/flammable materials. . Substantial improvements in emergency response times, especially during flood conditions. · Reduced potential for vehicle-bic {cle or vehicle-pedestrian conflicts. Trucks per day (% of ADT) (2040) · NewTH41 · N/A · 2,360 (5) · 2,350 (5) · 2,210 (5) . 3,650 (7) · 4,130 (7) · 4,040 (7) . Existing TH 41 · 2,700 (7) . 900 (4) . 700 (3) . 800 (3) . 700 (3) . 700 (3) . 700 (3) · Highway 101 . 1,400 (4) . 1,500 (5) . 1,500 (5) . 1,300(4) . 1,300 (5) . 1,300 (5) . 1,000 (4) · US 169 . 8,900 (6) . 8,700 (6) . 8,700 (6) . 9,100 (7) . 8,300 (6) . 8,200 (6) . 8,100 (6) Fiscal Cost (in 2005 dollars) (rounded to $10M) . Construction (higher figure risk assessed for . $335-$390M . $305-$355M . $345-$405M . $375-$460M (Low Profile) . $410-$490M . $370-$440M (Low Profile) factors including mitigation) . $395-$485M (High Profile) . $375-$450M (High Profile) . Right of way N/A . $ 55- $80M . $ 75-$105M . $ 65- $90M . $100-$135M . $ 55- $75M . $ 60- $80M · Total . $390-$470M . $380-$460M . $410-$495M . $475-$495M (Low Profile) . $465-$565M . $430-$520M (Low Profile) . $495-$620M (High Profile) . $435-$530M (High Profile) Benefit/Cost Ratio N/A 3.43 3.39 3.29 2.33 2.72 2.84 SOCIAL, ECONOMIC AND ENVIRONMENTAL IMPACTS Right of way · 258 acres . 320 acres . 301 acres . 360 acres · 214 acres . 194 acres . 44 affected parcels: . 59 affected parcels: . 133 affected parcels: · 204 affected parcels: . 84 affected parcels: . 34 affected parcels: - 7 residential - 15 residential - 69 residential - 144 residential - 35 residential - 42 residential N/A - 1 7 agricultural - 15 agricultural - 17 agricultural - 11 agricultural - 10 agricultural - 9 agricultural - 7 industrial/commercial - 15 industrial/commercial - 16 industrial/commercial - 6 industrial/commercial - 13 industrial/commercial - 56 industrial/commercial - 9 public - 11 public - 16 public - 39 public - 25 public - 24 public - 4 other - 3 other - 15 other - 4 other - 1 other - 1 other Residential Units Needed to be Acquired(l) . 13 · 29 . 78 · 261 . 136 . 210 Business/employees N/A 6 businesses 11 businesses 12 businesses 3 businesses 7 businesses 5 businesses 125 employees 114 employees 134 employees 115 employees 264 employees 99 employees Fiscal . Annual tax loss (Scott County) . $25,150 . $162,200 . $166,750 . $25,000 . $33,700 . $44,200 · Annual tax loss (Carver County) . $15,350 . $ 17,450 . $ 45,900 . $45,900 . $84,350 . $32,150 (I) . . Includes SIngle famIly homes, townhomes and mobIle home unIts. Does not Include farm houses. Note. Agncultural parcels Include seven propertIes that WIll be classIfied as reSIdentIal before the antICIpated buIld-year. TH 41 Minnesota River Crossing Draft Environmental Impact Statement 1-19 June 2007 TABLE 1-4 continued IMPACT SUMMARY Alternatives No-Build W-2 C-2 C-2A E-l E-IA E-2 SOCIAL, ECONOMIC AND ENVIRONMENTAL IMPACTS Environmental Justice N/A No disproportionate impacts 18 households - 38 households - . Up to 126 households - . Up to 113 households - Mobile . Up to 182 households - Mobile Jackson Heights Jackson Heights Mobile Manor, Bonnevista Manor, Bonnevista and Manor, Bonnevista and Riverview and Riverview Terrace Riverview Terrace Terrace Neighborhoods N/A . River Bluff Estates (Carver) . Jackson Heights . Jackson Heights . Mobile Manor, Bonnevista . Mobile Manor, Bonnevista and . Mobile Manor, Bonnevista, and . Separates northeast portion . Separates comer of Heights of . Divides Heights of Chaska and Riverview Terrace Riverview Terrace Riverview Terrace of Carver from remainder of Chaska from remainder . Separates Carver and Chaska . Separates established Chaska . Separates Chaska and . Separates Chaska and Chanhassen City . Separates Carver and Chaska neighborhoods east and west Chanhassen of Audubon Road Community Facilities N/A . Renaissance Festival . No impact . Chaska maintenance facility . Church, church residence . School property . S1. John's Cemetery expansion (private) (minor land acquisition) . School property area . School property Access N/A . Existing US 212 realigned . Affects design of US 169/ existing . Affects design ofDS 169/ . Affects design of US 169/ . Affects design of US 169/ . Affects design of US 169/ . M1. Hope Road extended to TH 41 interchange and existing TH 41 interchange and existing TH 41 interchange existing TH 41 interchange and existing TH 41 interchange and realigned existing US 212 US 169/CSAH 69 interchange US 169/CSAH 69 interchange and US 169/CSAH 69 US 169/CSAH 69 interchange US 169/CSAH 69 interchange . Assumes existing TH 41/ CSAH 78 . Assumes existing TH 41/ CSAH interchange realigned to the west 78 realigned to the west . Numerous local roadway . Local ramps at New US 212/CSAH . Local ramps at New alterations needed to restore 11 interchange reconstructed US 212/CSAH 11 interchange access to affected parcels reconstructed Cultural Resources Walnut Street Effect cannot be determined at . Athletic Field (a.k.a. Chaska Cubs Effect cannot be determined at this No adverse effect No adverse effect; assumes align- No adverse effect; assumes align- Historic District this time Ball Field) time ment will avoid archeological site ment will avoid archeological site (downtown Chaska) . Effect on other resources cannot be determined at this time Parks, Trails, Recreational Areas N/A . Temporary construction . Temporary construction impacts to . Temporary construction impacts . Temporary construction . Temporary construction impacts . Temporary construction impacts (Section 4[fj) impacts to Canoe and Canoe and Boating route to Canoe and Boating route impacts to Canoe and Boating to Canoe and Boating route to Canoe and Boating route Boating route . 8.5 acres MVNWR . 36.1 acres MVNWR route . 12.0 acres MVSRA/MV Trails . 4.2 acres MVSRA/MV Trails . 20.4 acres Minnesota Valley . 22.3 acres MVSRA/MV Trails . 5.4 acres MVSRAlMV Trails . 12.0 acres MVSRA/MV · 2.7 acres Pioneer Park! Chaska . 1.1 acres Pioneer Park! Chaska National Wildlife Refuge . 3.5 acres - Athletic Park, Chaska Trails High School! Pioneer Ridge High School! Pioneer Ridge (MVNWR) (possibly all 8 acres) . 10.4 acres Pioneer Park! Freshman Center Complex Freshman Center Complex . 30.6 acres Minnesota Valley Chaska High School/ Pioneer . 1,000 feet (0.2 acres) Audubon . 1,000 feet (0.2 acres) Audubon State Recreation Areal Ridge Freshman Center Trail Trail Minnesota Valley Complex . 800 feet (0.2 acres) City of . 800 feet (0.2 acres) City of (MVSRAlMV) Trails . 1.4 miles (1.3 acres) Audubon Chaska Trail Segments Chaska Trail Segments Trail . 4,200 feet (0.8 acres) Chaska Trail Segments Threatened and Endangered Species No adverse impacts . (Potential) freshwater mussel . No Threatened and Endangered . No Threatened and Endangered . No Threatened and Endan- . Several species that are part of . Several species that are part of the to rare species have concentrations species listed within ~ mile species listed within ~ mile gered species listed within the Seminary Fen native plant Seminary Fen native plant been observed . Kitten Tails (state threatened) . Shovelnose sturgeon (state special . Shovelnose sturgeon (state ~ mile community, including (but not community, including (but not . Hills Thistle (state special concern) special concern) . Shovelnose sturgeon (state limited to): limited to): concern) . Tier II mussel study anticipated . Tier II mussel study anticipated special concern) - sterile sedge (state threatened) - sterile sedge (state threatened) . Regal Fritillary butterfly . Tier II mussel study - low nutrush (state threatened) - low nutrush (state threatened) (state special concern) anticipated - beaked spikerush (state - beaked spikerush (state · Tier II mussel study threatened) threatened) recommended - white lady's slipper (state - white lady's slipper (state special concern) special concern) - twig rush (state special - twig rush (state special concern) concern) . Shovelnose sturgeon (state special . Shovelnose sturgeon (state concern) special concern) . Tier II mussel study anticipated · Tier II mussel study anticipated TH 41 Minnesota River Crossing Draft Environmental Impact Statement 1-21 June 2007 TABLE 1-4 continued IMPACT SUMMARY Alternatives No-Build W-2 C-2 C-2A E-l E-IA E-2 SOCIAL, ECONOMIC, AND ENVIRONMENTAL IMPACTS VegetationlHabitat N/A . Shading effects . Shading effects . Shading effects . Shading effects . Shading effects . Shading effects . Salt spray, trash, debris, and . Salt spray, trash, debris, and . Salt spray, trash, debris, and . Salt spray, trash, debris, and . Salt spray, trash, debris, and . Salt spray, trash, debris, and opportunistic invasive species opportunistic invasive species opportunistic invasive species opportunistic invasive species opportunistic invasive species opportunistic invasive species . Bridge piers may create . Bridge piers may create . Bridge piers may create . Bridge piers may create obstacles . Bridge piers may create . Bridge piers may create obstacles for wildlife; bridge obstacles for wildlife; bridge obstacles for wildlife; bridge for wildlife; bridge creates flight obstacles for wildlife; bridge obstacles for wildlife; bridge creates flight barrier for birds creates flight barrier for birds creates flight barrier for birds barrier for birds creates flight barrier for birds creates flight barrier for birds . Native vegetation 51.7 acres (3)* 54.8 acres (3) 81.6 acres (4) 29.9 acres (2) 48.9 acres (3) 59.3 acres (4) . High quality native vegetation (BC rank or 33.3 acres (4) 36.3 acres (4) 44.9 acres (4) 2.8 acres (1) 28.1 acres (2) 34.2 acres (4) better) . State rarity ranking of native vegetation 48.8 acres (4) 38.1 acres (2) 61.4 acres (4) 28.9 acres (2) 35.9 acres (2) 48.9 acres (4) . Outstanding biodiversity area 0.0 acres (0) 0.0 acres (0) 0.0 acres (0) 0.5 acres (1) 30.6 acres (4) 26.0 acres (4) . Forested areas 33.9 acres (3) 38.6 acres (3) 61.3 acres (4) 22.3 acres (2) 33.0 acres (3) 26.3 acres (2) . Impacts to forest interior 24.9 acres (4) 20.8 acres (1) 33.6 acres (4) 12.2 acres (1) 20.1 acres (2) 21.8 acres (2) . Creation of new forest edge 15.9 acres (4) 13.6 acres (4) 23.3 acres (4) 7.0 acres (2) 11.6 acres (3) 10.2 acres (3) Seminary Fen/Assumption Creek N/A No impact No impact No impact No impact to CFC Areas 1 or 3. No impacts to CFC Area 1. No impacts to CFC Area 1. (3 calcareous fen component (CFC] areas) Water table drawdown 0.1 ft. to Potential contamination transport Potential contamination transport small portion of CFC Area 2 to CFC Area 3. Major impact to to CFC Area 3. Major impact to CFC Area 2. CFC Area 2. Surface Water Quality/Storm Water Runoff . Impervious surface N/A . 44.1 acres . 47.7 acres . 60.3 acres . 48.3 acres · 52.9 acres · 47.7 acres . Permanent ponding storage requirement . 10.4 acre-ft. ( 33.6) . 13.9 acre-ft. ( 31.9) . 17.2 acre-ft. ( 24.0) . 15.0 acre-ft. (33.2) (High Profile) · 14.9 acre-ft. ( 26) (both profile · 14.8 acre-ft. ( 29.6) (both profile (% in floodplain) . 14.7 acre ft. (38) (Low Profile) options) options) Wetland Impacts N/A 11. 7 acres 10.9 acres 16.1 acres 9.0 acres (both profile options) 14.9 acres (High Profile) 15.7 acres (both profile options) 14.6 acres (Low Profile) Wild and Scenic River N/A Impact on scenic value (Note: this section of the Minnesota River is not currently designated as a Wild and Scenic River, but it is on the National River Inventory and is a candidatefor potential National Wild and Scenic River) Floodplain/W aterbodies . Floodplain encroachment . 7,920 feet (Minnesota River) . 7,250 feet (Minnesota River) . 6,500 feet (Minnesota River) . 5,730 feet (Minnesota River) . 5,716 feet (Minnesota River) . 5,934 feet (Minnesota River) N/A . 0.01 foot (Minnesota River) . 0.02 foot (Minnesota River) . 1,464 feet (Bluff Creek) . 0.02 foot (Minnesota River) . 163 feet (Bluff Creek) . 166 feet (Bluff Creek) . Increase in flood elevation . 0.01 foot (Minnesota River) . 0.02 foot (Minnesota River) . 0.01 foot (Minnesota River) Groundwater N/A Potential dewatering or direct Potential dewatering or direct Potential dewatering or direct . Potential construction dewatering . Potential construction . Potential construction impacts to groundwater, not impacts to groundwater, not impacts to groundwater, not or permanent direct impacts to dewatering or permanent direct dewatering or permanent direct excessive excessive excessive groundwater, limited with impacts to groundwater, limited impacts to groundwater, limited assumed pier construction with assumed pier construction with assumed pier construction . High profile less potential for . High profile less potential for . High profile less potential for impact than Low profile impact than Low profile impact than Low profile Physical Noise (daytime) (2040) . 1 dBA over exist- . State standards exceeded by 4 to . State standards exceeded by 1 to . State standards exceeded by . State standards exceeded by 4 to . State standards exceeded by 1 to . State standards exceeded by 4 to ing conditions 16 dBA at 5 receptors 6 dBA at 5 receptors 1 to 8 dBA at 12 receptors 12 dBA at five receptors 9 dBA at 6 receptors 7 dBA at 6 receptors . would exceed . Noise levels near downtown . 5 of 13 receptors lower than . 7 of 15 receptors lower than . 5 of 13 receptors lower than . 4 of 13 receptors lower than . 4 of 9 receptors lower than Federal standards Chaska are 4 dBA lower than No-Build No-Build No-Build No-Build No-Build No-Build . Downtown Chaska 4 dBA . Downtown Chaska 3 dBA . Downtown Chaska 4 dBA lower . Downtown Chaska 4 dBA lower . Downtown Chaska 4 dBA lower lower than No-Build lower than N 0- Build than No-Build than No-Build than No-Build Air Quality Reduced MSAT emissions in the immediate area of the pr~ject expected relative to No-Build, due to reduced VHT and EPA's MSAT reduction programs. Soil, Water Contamination 3 High risk sites 2 High risk sites 2 Medium risk sites 5 Medium risk sites 5 Medium risk sites 2 Medium risk sites 7 High risk sites 7 High risk sites 1 High risk sites 1 High risk sites 1 High risk sites Visual Quality N/A Substantial permanent impacts, highly visible to neighbors, travelers, and riverwa, users Steep Slopes, Erodible Soils - Length of 550 feet (3.8 acres) 1,950 feet 13.4 acres) 4,980 feet (34.3 acres) 3,000 feet (20.6 acres) 4,700 feet (32.3 acres) 2,610 feet (18.0 acres) erodible soil crossing (acres) Farmland N/A . 9 land owners . 14 land owners . 14 land owners 6 land owners 6 land owners 7 land owners . 17 agricultural parcels . 15 agricultural parcels . 17 agricultural parcels 11 agricultural parcels 10 agricultural parcels 10 agricultural parcels . 91 acres . 148 acres . 101 acres 50 acres 92 acres 80 acres Excess/Borrow N/A Preliminary estimates indicate that up to 3.3 million cubic yards of borrow may be required for this pr~ject. *Number in () indicates ranking of potential for impacts. (0) represents least potential for impacts/no impacts; (4) represents greatest potential for impacts. TH 41 Minnesota River Crossing Draft Environmental Impact Statement 1-23 June 2007 TABLE 1-4 continued IMPACT SUMMARY Alternatives No-Build W-2 C-2 C-2A E-l E-IA E-2 SOCIAL, ECONOMIC, AND ENVIRONMENTAL IMPACTS OTHER Construction Impacts N/A Local traffic congestion and access impacts; noise near sensitive receptors; temporary channel obstructions; impacts to aquatic species habitat Indirect Impacts N/A . Assumed US 169 south frontage . Assumed US 169/existing . Assumed US 169/existing Reduction in affordable housing Reduction in affordable housing Reduction in affordable housing road removes commercial TH 41 interchange removes TH 41 interchange removes may affect businesses, broader may affect businesses, broader may affect businesses, broader building 3 homes 3 homes low-moderate income families low-moderate income families low-moderate income families . Reduction in affordable housing . Reduction in affordable housing may affect businesses, broader may affect businesses, broader low-moderate income families low-moderate income families . Increased development intensity near corridor; potential induced development beyond study area . Vegetation/habitat effects Cumulative Impacts (greater potential) N/A . MVNWR - visual, noise, . MVNWR - visual, noise, . MVNWR - visual, noise, . Mobile home parks . Mobile home parks . Mobile home parks habitat fragmentation, storm habitat fragmentation, storm habitat fragmentation, storm . Seminary Fen health . Seminary Fen health . Seminary Fen health water water water . Mobile home parks . Mobile home parks . Athletic Park Potential impacts to cultural resources, land development, vegetation, wildlife, threatened and endangered species and wetlands. TH 41 Minnesota River Crossing Draft Environmental Impact Statement 1-25 June 2007 ..... 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() (1) >-.8 (f) :;:::; '- C 0 .:; (1) 'C c>t:Q.. (f) :::J -0. C (f) () (1) 0(1)......-0 ~()0(1) co 0 c (1) ~ '- c C L Q.. 0 (1)(f)~(f) ~ w g w '- '- Q.. ...-- en '- c (1) 8 i= I I ~ .~ a: I- I I r:=l~ ~~ ", c ~ .E 3 :( .:::.~ <on :;: ~ <= " .:: U> w l- Q) > N ...-- N >- I...... I- 3 (f) 0 :JO ...... O'l ...... C 0 .- () u(f) (1) c C .- CO) Oeo 0...-- I . Mn/DOT works with willing sellers to start acquiring Rf\N; no active acquisition until Tier II EIS is completed EIS Trunk Hig!lway []I] Minn~sota River One P'ossible" Overall Timeline for a New TH 41 MN River -Crossing We are here! Tier I EIS Results/Next Steps: 2020+? 2028+? Tier II EIS Results/Next Steps: 2002 2007/2008 ------------------ ------------ Began Tier I Preserve corridor for future Tier II Avoid, minimize and F utu re Current EIS crossing; limit development and EIS mitigate impacts Possible Tier I Study minimize future impacts Process Develop layout, Construction EIS Results Continue to work with permitting For construction limits, Time Process In agencies to gain concurrence with Design and finalize design (bridge is Selection preferred alternative (if not done And Not Of as part of FEIS) Construction Begin active R/W Currently Preferred Of Project acquisition with all In Mn/DOT's Alignment Mn/DOT and Study Partners work property owners 20-year Location together to obtain design and Etc. Program) construction funding Why: Serve ftJtu,re tor.ecast TH 41 travel demand · Today over 18,000 veh/day (expected to double in forecast) · One of highest traffic volume 2-lane roads in Minnesota One of the highest heavy commercial truck traffic · Scoping 2030 traffic study: most intersections at "Level of Service F" (congested) in p.m. EIS 2040 travel forecasts: demand higher than capacity = 10 hours of congestion per day EIS Trunk Hig!lway []I] .- Minnesota River s:: '- ct - Q. "0 o o ~ l... ~ Q) ~ I C C ~ Q) :> o ..Q m Oi t- - '- V) V) e (.) Q) .. -0: >,'- ..c:: :> ~~ m CI) ...... 0 .S <0 C Q) o.c..- Q) CI) .c ..-- ~ (I) .......:S Q) o Q)~:J c5c (J) U N > - ._ Q) C .~ C>-OQ)~ ~E Q)....Q) (I) 0-.0> '+-CU OCl) ""0 c OC cu Q) 2: O.l:; Q) >- ~ 00 CI)-oGC....>:;:;Q)G .- 0 Q) 0 ;; E o (j) . (J) 0 CI) ._...... E \V C 4= Q) ~.S ~ .~ 0. E::l en u:;::; Q) O'l (J) (J) CI) ...... 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CU 0 _ Q) <D O'l <D(I)C >. _CU..oCCU L""'--O.......NC CC> CU ~.- -;>: -r- 0 0;';:: CU _ <D O'l .- N'- .- a:::::: C/) CU ro <D 1::5 C/) O'l 1::5 L- 4- .9-:J L- <D ~ <D <D 0 () 0- <D C::) L- C....... (I) o '.~ <D 2: C""O 2 c m L O'l L-""O <D 0 ceO L- 0 cu D.... cu (I) U cu:: U (9 D.... . . . . Study Process - To Date · Current study New study needed due to change in conditions, issues, regulations Began in 2002 Scoping Decision (Feb. 2005): alternatives and studies to be included in Tier I Draft EIS Revised Scoping Decision (Feb. 2006): revised one of the six Build alternatives (C-2) to minimize impacts Environmental studies completed Cooperating Agency review in April 2007 Public Distribution: June 18th - August 10th, 2007 m Trunk Highway []I] Minll~S()lll Riw~1 Who: TH 41 DEIS Public Involvement and Agency Coordination · Study committees comprised of Mn/DOT, FHWA, Local Cities/Counties, Natural Resource and Permitting Agencies, and other various stakeholders Project Advisory Committee (PAC) Project Management Team (PMT) Study Advisory Committee (SAC) Fen Study Group Special meetings with various stakeholder groups Public information meetings · Public hearings Website (http://projects.dot.state.mn.us/srf/041/) [IS Trunk Highway []I] _ Minol'solll Ri"'~T Q) ...., ~ o o ....., .::t:. . - o ~ (f) - w o Q) > ....... m c ~ Q) ....... <( ""0 :J o::l I o Z CJ) Q) 4- > o ....... CJ) m ....... c () ~ m Q) Q...:!:::: E <( - ""0 Q) ..c :J ....... o::l en C o :;::::; CO I- Q) 0.. o -0 C CO en +-' en CO u Q) l- cE Q) U E tE Q) ~ c I- 4= Q) 0:: 0) 4- C 0 ""0 C m ....... CJ) ~ Q) ""0 C :::> >. :t:: C .- 0 .0:;::::; en U co :::l Q) I- 4- (j) 0) C C 0 'C 0 Q) Q) -0 C C 0) co a5 ~ Q) 0:: I- I- :::l 0 en 4- C en Q) Q) o 0) +-' C C co 0)0:: en +-' Q) en -0 0 +-' C () ~ co -0 () C 2 :t::J "E E 'm ~ ~ a5 o..wco . . . . -0 C co U E o C o U Q) co '0 o en co en en >. co C <( :;::::; C Q) +-' o 0.. en 4- +-' o U co en 0.. '00 E >..- co- c2 co C Q) Q) > E .- C en 0 C I- Q) .- +-' > X C W Q) -0 C co en Q) U I- :::l o en Q) 0:: co I- :::l ~ :::l () I- o 4- en Q)en -ot :::l 0 +-' 0.. en Q) coO:: '0 C Q) Q) 0.. LL en C -0 co Q) C -0 ._ :::l E U Q) C(j) . I ~ r:=l~ ~s; :::J) ~ ~ ~ <:;, :;: -=: 0:; ..:: u. w "'0 N Q) - T"" C 3: N ~ 00 >- (f) - Q) Q) 00 C ~ Q) 0) 0) - ~~ I- 0 0 C C ~ oo:::::t'~ 3: - ~ ~ a. 00 ~ ::J:) ~ (/) 00 Q) ..c ..c E (tj .:= Q) Z 00 0 000 ~.>: Q) Q) l- .- ",' 0 Q) OQ) - :;: > 0 0') 0) - -.- ~ -=: .- ~ <0 C C - ::::J 0:; ...., T"" ~ "D 00 ~c - ..:: ~ Q) ..c 00 Q) Q) :;:;::::J 0 if> 0) (f) 0 1) 0 ~ w C C ~ I- 00 Q) l- CE Q) ~ ~ Q) 0 Q) ::::J 2E ..c ..c I- - (f) 0 - Q) 0 0 C 0 C 00 00 "'0 +oJ ..... .- ~ Q) 0.0 I- Q) 3: - Q) 00 00 I- Q)Q) <i - Q) 00 ~ E 0 >"'0 I- C 0) Q) 0 C .- 0 .Q> - ~.- 0 C 0 ..c> "'0 "'0 E 0 - 00 ~ co - 'i: - Q) ..c ~ 0') C 0 ="'0 .- <0 ~ ~"'O I- - 0 Ci:i=u 0 0 ::J 00 l- T"" (f) a. ~c 0 en >- Q) OQ) (f) "D E ~~ 00 - 0"'0 C - C ~~ ~ Q) .- 1-00 0 en C .- 0- Q) .ao .E - Q)"'O Q) .~ 0) ~ NC I-Q)"D 0:;:; - C ::::J_ C E ::::JQ) 0 W 00 0 (f)rJ -~o I-..c 0 Q) ::::J"'O :;::; .- -- M 0 "'0 :;:; ~"'O ~O~ C 0000 0 .- "'0 >- Q) "'OQ) .~ E :l E "'OQ) Q) ~ I- Q)tt= OJ Q)~ EOO 3: .- -E~ -- "'0 C'- COC "'0 ~~ ::::J~ Q) c"'O Q) 0 0 >::::J Q) - ~O _0<'> Q)oo 00- I- ::::J -E 00 I > jjj'S; OOQ) U. U. 0._ a.~ <x: <x:.o . . . . . . . DEIS - Traffic Impacts River YEAR YEAR 2040 Forecast (veh/day) Crossing 2000 No-build W-2 C-2 C-2A E-1 E-1A E-2 TH41 18,500 36,500 24,700 22,000 24,800 23,800 25,100 24,200 New US 41 45,000 48,000 43,000 56.000 56,000 59,000 Hwy 101 21,400 34,000 30,400 30,000 29,900 24,800 24,300 23,300 US 169 54,000 141,000 135,000 135,000 135,000 131.000 129.000 129.000 2040 Hours of Congestion (per day) No Build Build alternatives Existing TH 41 10 2-3 (70% reduction) Hwy 101 10 5-7 [I, Trunk Highway 8II Minru'!5ota Riv~r DEIS Build Alternatives N I .~ a> > 4- Q) 6 "0 o >. ~ .- en C _ ~ m =0 ro Q)~ >'0> enQ) "0= Q) '-(j):+::C 0 Q)C Q) :Cs '- O~C~C en ~~.g' Q)_ 0 m ~(j).!:: 1:5 Q) '<t .- > m &. '<t en '- en - m = ..- C\J..o 0 C (1) ~ a c:'3: 0.. E ..- _ 0 0 ~ Q) - 0'- E I C\J 4- 0 ~ (f) - C m IJ) Q) en .- Q) <{ (f) 0 LO m > 2 .Q C\J 1:5 OJ 6 Q) C (f):J LO '<t Z > (f) ro..- Q) C._ 0 o U LO >.LL >. - tt:: m ~ ~ Q') '- OJ 0 ~ Q) (f) Q) (2 ~ ai Q) -5 .~ IJ) ~ (!) m C ..- IJ) '- =:J =z Q) OJ en :J1:5 J ..-Q)~ _'-Q)m........m >"OQ)Q)O"m_ (f) c.~ >'.~ IJ) >"0 >0 _ Q) <.):0 ~ 0.. m ........ x m 0.."0 Q) ........ m IJ) L.'- E c :J..- (1) ~ - Z 1:5 Z"O '- Q) :J ~ Cii.- Q) . . '<t '- "0 (!) :J :2: m :2: Q) :J L. 0 0 .- Q) E .8Im mOO ~4-o..4-1:5roO 1J)000cE L-(1) 0"0 > OE Om cm2........Q) C 1l r- C '- C OJ en.- IJ) 0.. IJ) (!) u... C "0 0 2 o OJC\J ~ m ~ Q) (1) Q) E Q)"- ro ~ 'oo.!:: .::; Q) .~..- . -.!:: . en '- OJ L.._ '-....;' L. 0 Q) Q) C C_C\J E- en O:J om OlJ):Jc '-=w C .~ OJ 0 m 4- m Q) m Q) ==.:.:: +.0 ox(f)~C,-oQ)"-L.C\JL.:JC(1)OO U Q):J (1) ~ U C\J a: (1) <( LO.2 U :J ..- E Z ..- ~ C '- a> +J - <( <( N I U Q) > ..- '<t >. - I m m :2 f- ::526(1) 0 OJ ~:;::;~Q) ~ C > m...Jro ~ . g ~~ U5 .8 X"OoQ)lJ)>' "0 Q)~ -=m Q) ~ -mco(1) m.!:: '-c o '<t>u m~:J~ LO Q')Q; Q)z,->a: 00 ~ (!)- >"",mzZ Ic >; "-~Q;""'~:2:8-c~ (f)Wen.8 om Q)O m :J......"O ai......Q) E"O ~ m::;1:5OJ......'- ~ "0 .. 0 m:J 0<( c'-' m 0 C\J > 0..4- m C OJ c 2 -"->EQ)o..o=m 1l C\J OJ'- a: E.;-: m >. Q) ~ 0 (f) C Q) .- -m ...... L. = Q):J'- '- ~ IJ) Q) E'~ c en 0 = ~ ~ Q) (j) o..c~ ~ m"O 00 OJE ~(!) OQ) '-(!)= mQ) 6 (1)1'- U C U (1)S LOa:...J ~ "0 C m (1) OJ "0 'C .0 .::= .- +oJ ('0 C '- Q> ..... <( "0 C OJ ~~ .~ 00) C"O m~~:J ..-en g-g (!)~.:.::~ - 0 c OCm :JOO :.;::; c.o 2 t:::, m..- 0 0) - Q) OJQ):t:: Q)OJQ) >"0 Q) _ Q) 0 ~ ~ :J :J '- 0 ro ~ ~ ~ (1) a: ~ C\J. Cii 0...... L. m~:E N L. :J oo.2u ~ o 00 '<t IJ) C o en Q) ~ 1:5 .~ IJ)m...... 'S 0.. ~ O"E .~ 0'- m mQ)c Cii E Q) ~ 0 E c.!:: C Q) Q) 0 "0= L. '-.0 .::; ~ 0 c a:Ew . 3.0 mile roadway, 9,550 ft bridge length and 80 piers Alternative C..2 Refined In spring 2006 Alternative E..1 i!1~'S fj~l ~ ~ , ~j ~.,!O~~ ll!: I:. ". l.i~ :;. 1,1 ,..- s. h I' <( 'r" . LU Q) > ....., ro c: ~ (1) ....., >-cu cu 1:5 ro ..... .~"O ~ OJ cu ~ ~ a OJ ro cu ~ cu ~ U) cu .S; OJ ffi .r::: ro Q) .S; C (:) ~ ro u . cu -g :g ICU~C>~ ~ro~U5roI~ C3 .0 <(.~ 0 cu ~ ro u N _ CT) ro ~ $.S; ~ ..... U)..... 0 LL..... en ro ..- 0 >'-0 ~ .- 00 0 - 000 ~oo..... ~..-JOO o.>coo"OOO C CT) o cD eCU:J '..N ro rojg ro- OJ o ..... ~ l() m.r::: 0 -.::t gJ ~ > -0 0 ~ :2 l() ro CU C .Ql a .. (; ~ 0::: __ Z'6>'Ui cu CT) 00 m ..... ~ 'E.r::: .B - Z Z ~ o'-.B u -r-Ci;(!)() L... Q)..c~Z"~CDL{)20a.. ~o 6-~~ ...- ..- ~ CU U):=: ..... u ~ .......- 0............. ~ CU U ~ :J >-0.U):J 00 :>um ~u - ",CU ~'" "'~ ro -"0 o>roo.Erocu.....wcu .......c~E-, ~ N ::l co - ..... C E'- CT) OJ 1:5 ~ C :J U ro'- (ij -0 ..- ..... g 1:5 ~ M'- ro CT) -g ro <(.Q 5l..... :.;:: cu C m"-.9~ ~ moo........>-:=: -..... o.co.. curo cE cu e~l'lc o.:Jc:=:.ocooEo O:::OJcuoE ro - OJ E 0 0 ~ ro.Q cu .-:.;:: .9 _.S; :Q.r::: '~.r::: ~ ~ .S; :::: ~ n cu .r::: ro (; ~ ~ 1:5 ~:Q gJ cu 5 E C 00 urocu> ..........- U'" :JO..... ..... cncN ~ cuu.....:o~~~ ro(:)~==>CD:OS ~ 15 0 U) ..... .= (ij e.Q ..... cu cu N cu E :J ro CT) 0 C CT) _ O::l 0 0 u 0..0 0 > C ..- 0:::._ 0 ~ E w <( ~ I[ N I W Q) > ..,.., "' c ~ (1) ..,.., <( Water Resources Impacts Build Alternatives Impervious surface (W-2, C-2, E-2, E-1, E-1A, C-2A) 44-60 acres Pond storage req'd (W-2, C-2, E-1 ,E-2,E-1 A, C-2A) 10-17 acre-feet Wetland impacts (E-1, W-2/C-2, E-1A, C-2A, E-2) 9-16 acres Floodplain encroachment (MN River) 5,700-7,900 feet Increase in flood storage .01-.02 feet Construction in wellhead protection areas C-2A, E-1, E-1A, E-2 Groundwater impacts Limited EI5 Trunk Hig!lway LTIJ Minne.snlll River Habitat Impacts · All alternatives - remove habitat - create new "edge" - opportunity for invasive species - pose soil erosion issues in steep slope areas - potentially impact mussels (threatened-endangered) - impact wetlands - create a bird flight barrier between bodies of water - pose temporary impacts to aquatic species during construction EIS Trunk Hig~WayLTIJ Minllf'o;olll Rh'c:r - (/) Q) :.... U cn~ .....,~ u....., ro a.C :;:j E E ~ E ....., 0 .aU ro :c C\l uJ 0 <( Ul "7 0 (; UJ "'C 'C ... 8 "7 0 CIl UJ > :;:; ltl E <( 2 ~ 0 <( (.) "'C ::l C\l [C I .,- (.) ro :.... :;:j ..- ro Z C\l ~ 0 >. ...... Iii c: ... ::l .3 E ltl E Z 0 (.) '0 C C CIl~ a. '0 1Il 0 <( 0 ::: 0) l'- l'- .,- N CD .,- LO N c 'co ..... - 1Il a.CIl '0 .... o 0 ou. u:: N co N .,- CD C") '0'0 C 0 I1l 0 - := :='0 o .... ...J11l :I: C") .,- .,-- co .,-- .,-- (0 LO o .,- "<t 0 N N N 0) .,- .,- "<t 0 o L{) 0 '0 . 0 CIl 0 0.:= I1l 1Il :E 1Il I1l en ..c, '0 ~ ~-g ~ ...J (; -g~ n; <( LL 0-'= ::: ..... ~:::~-;;;.....o I1l .....w o ~.a '0 o ..... (0 0) ...... '<t l(') C\l ....... l(') 0) ~ (0 C\l ....... 00 ....... 0) ....... '<t C\l l(') ....... '<t ~I ~ r:=l~ ~~ =n ~ ~ .5 ~ :[ t3,' :r: -'" '" '" .;: if> i.. 0 . ...... B~ >- ~~ 0- "'0 ....-.. ....-.. N C'I:S .s 0- e <( 3 :[ I ""', CO CO <:n' CJ) N 0 :r: CJ) CJ) Q) I .......... -'" CJ) '" ...... () 0 '" e CO '- e CO .;: Q) I- :J .::t::. v, (/) ...... 0 e N CJ) u...: ...... E CJ) CO I CO U Q) CJ) Q) S I- .::t::. '- CJ) E ..c: ro .- I- ~ ...... .......... 0 ::l CO () Q) c. '- ro Q) 0- 0- ro l- e 0.. 0.. CJ) E Q) E 4- .- I- co Q) 0 ::l "'0 .- 4- - U '- >- Q) ....-.. 0 0 Q) ...... I- Q) ~ 4- E CJ) '+= ..........- - 4- ~ -.;j" '- 0 co 0 u ro .::t::. 0 c e e I- ...... 0.. co "'0 0 e Q) 0 N 0- CJ) c :;::::; 0 ...... ro U ..c: ...... Q) () ...... U co ...... Q) .~ Q) e co Q) ...... ~ ro ::l ...... if) co ...... :J e co ro 4- CJ) :: ...... CJ) Q) ...... CJ) e >- '> e E u - I- :;::; 0 co co Q) Q) () Q) CJ) 0- I- ...... Q) CJ) ...... Q) CJ) co '- 0 U CO E "'0 ::l .- Q) I- "'0 0.. 4- Q) 4- ~ I LL Q) <( I I W I l- . . . Park (Section 4(f)) Impacts (acres) W-2 C-2 C-2A E-1 E-1A E-2 Minnesota Valley National 20 9 36 0 0 0 Wildlife Refuge Minnesota Valley State 31 22 5 12 12 4 Recreation Area Athletic Park - Chaska 0 4-8 0 0 0 0 Audubon Trail - Chaska 0 0 0 1 <1 <1 Chaska Trail Segments 0 0 0 1 <1 <1 Pioneer Senior High/Pioneer 0 0 0 10 3 1 Ridge Freshman Complex- Chaska [IS Trunk Highway [}I] , Minl\~!>otll RlvN Socioeconomic Impacts (Environmental Justice) W-2 C-2 C-2A E-1 E-1A E-2 Neighborhoods, business areas X X X X X X - Neighborhood division X X X X X X - Residential Units 13+ 29 78 261 136 210 - Businesses 6 11 12 3 7 5 Community Facilities X X X - Church X - School X X X Low-income, minority (mobile home units) 0 18 38 126 113 182 % of Total Acquisitions 62% 48% 48% 83% 87% E!S Trunk Highway [}I] MilllU'solll Ri\'~r en +-' ..c en .- (I) J: Q.) 0') "'C l- ea N to ~ to ... ~ Q) to > ii: <( ... Q) N > U 0 N U N :: 000000000 co r--fJ)l()VMN..... 000000000 C:O,...U)l.nVMf'\l..... II I 000000000 OO,...,<.OlO.q("')N'II'"" N to - - I U__ .-1 - ._~.- - '=-~-'" en <0 ~ ..... to i= ... '" W ~ '0 ~ -~ U .~ Il: N c.i Q; b "i 3: o 0 CD .... 5llil~ 0000 .., N ~ N W et ~ W ~~ c: l:::J ~ o ::T:IS .g ~~ "0 <:n ::J :;: <( -'" ... ::; ~ .:: o ~ ......c .0> w.- .c ";" ~ w_ et N o N o N ~ N.c; W.2' .c; "i ~ W.Q <(.c; N ~ C> ..... w:C N ~ ~ i= w- Cl ~.c; C w~ :;:; .c; III ~ ~ .~ ... <( Cll N > U 0 N U N :: en +-' t) C\'S 0- E ~ C\'S ~ I+- o ....., ..c: 0> .- cr:: ... Ql ..c E ::J .s Ql a. >. - >. ..c (/) Ql ... ::J - (.) ::J ... - en 00000 o In 0 II) 0 .., N N o 0 '" .... Q) ..c E :J C Q) c. .?:' >> ..c !!J. Q) ~ '" a. ~ ~ ~ g o 0 on N to <( to to ;5 U N U N ;: N to H~ ~~ =>> ~ n:s .s: :3 >: .r:: "" :;: -'" <:: '" .:: or. w ~ w w f'! .3 ai ~ g J: "C .0 O~~ o ~ . <ii ~ E Q) Q) " '0 "in 'in ::J Q) III cr: . 0 <( N U N U N ~ N ~ (/) Ql ... (.) ~ Ql a. ~ >. ..c "0 C C1I ...J N W <( W w <( N U N U 00000 0 0 0 t() 0 ll) 0 l.() 0 it) M C"') N N .... .... Cultural Resources Impacts · Federal "Section 106" requirements apply to historic and archeological properties, historic districts eligible for National Register of Historic Places (NRHP) · Locally-designated historic resources also of concern · NRHP eligible properties: 1 archeological site; 11 historic sites · Effects on eligible properties - No Build: adverse effect on Walnut St. Historic District - C-2: adverse effect on Athletic Park; other effects cannot be determined at this time - W-2, C-2A: effects cannot be determined at this time - E-1, E-1A, and E-2: no adverse effects EIS Trunk Hig1.1way [1D " Minne!'"oola River EIS Trunk Hig~lway [1D Mjnne~olil Ri\'er (f> 0> C I .- ~-g "C .- :::JU- cnc c Cl> Q,) E u.. (/) >.(/) L. Q) co en C en ,...<! c...., Q> U (j) ro 0.. E ....... () 0 ~CT""" E (/) ro o ~ ~ C .- <( ...... <(.. cu 0 t:....... N l- (/) I Q)....... U ...... () CU~ "/- t: E U l- Q)....... ...... () N (/) (1) I cu '-- ~ W"O . "0 (1) :!::: .8 E ....... () >. (/) ro L-t) o...(1)ro E>o... :.: c E () (1) .- (1) 4- '-- '--(/)2 "0 ::l ro 003: c(1)"O '-- C ro ::l ..-()o I ro '-- w()O) . '-- -a5.Q, ....... co 'E E ._ ._ N >.(/)ro L t) (1) (1) co '-- > 0... <( E.8 N I '-- t) w2ro "0 co 0... t: 3: E cu"o <(c....... ::l () ..-o~ I s....._ W 0)"0 . (1) en ('. (/) .2: ..c ....... Q)(/).......c :0:; ro ro E(1) > 0... 5 .~ 3: ~ - t:: ai 0 = ~~ 8. ~ ~ ~~t a.c O)c "'_" .- ro ro ,,:< o ~ C '-- ~' t: "0 'm 0 ~ 04-'--4- " ......o"Oc..:: ~ ro en.Q ~ 0>(1)....... ...... 0'0 ~ (/)E(1)~ ~ ~ g.'E . CJ) Cl> ...... ro E -l< (/) (1)"'--'" O)C C .Q ro....... 0:: g ....... '-- ....... ~ ~ ~ ~ ~ ~ (/) (/) 0 C 0 0 L!) 0 L!) 0 u 0 "- co 0) N co (") U ~ ~ ~ co L!) L!) "0 I I I I I I (1) "0 0 0 0 L!) L!) 0 ....... C 0) co T""" "- co (") ro ro (") (") ~ ~ ~ ~ E ~ f::A- f::A- f::A- f::A- f::A- f::A- ~ (/) W 0:: -. '--" ro ....... 0 I- ....... C (1) E -l< -l< C N <( -l< <( -l< 0) I N N T""" T""" N <( S I I I I I U U w w w ...., CJ) w ..... CJ) o o ro ...., o I- .....- o 0) C') c co ~ "0 Q) "0 l/l ::l...... _ l/l U 0 e U l/l e ...... 0 l/l .- 0...... U ~ c:E .Q E 10 0 Ole :;::; 'E g 01;:: e 0 l- OOD.. ro ~ = 0 0- "0"0 <0 e o C\J O.r::: N.Ql EI " " " ~~ ~~ '" c rt3 .f: ~ ~ i3,' :;: ~ ::; ..:: 'n W How and when will a decision be made? Receive and categorize all public comments (August 2007) Meet with Study Teams/Stakeholders to review findings and consider public comments (September 2007) - Are there alignments that can be eliminated or refined to further reduce impacts? - What impacts have highest levels of protection? What can be mitigated? - Is more study needed to make an informed decision? . Based on discussions, findings, etc. MnlDOT and FHWA will propose a preferred alternative (Fall 2007) . Study Teams, Permitting Agencies and other Stakeholders discuss proposed preferred alternative and work together to develop informed consent (Late 2007/Early 2008) - Strong alliance allows Mn/DOT and Partners more success in preserving corridor Possibly more success in obtaining future design/construction funding - If informed consent can not be reached. Mn/DOT and FHWA are ultimately responsible for decision . Document decision-making process in FEIS (on-going) and obtain FHWA Record of Decision (June 2008) [IS Trunk Highway GIJ Minnesotll Rivel TH 41 Tier I EIS Process - Where are we? Transportation studies/aiL dev. Fall 2002 - Summer 2003 Open House Spring 2003 Scoping for DEIS (w/public hearings) Spring 2004 - Winter 2005 Draft EIS studies Spring 2005-Summer 2006 Open Houses Late 2005 & Spring 2006 Draft EIS public comment period June 18 - August 10, 2007 Draft EIS public hearings July 2007 Identify preferred alternative Late 2007/Early 2008 Final EIS distribution Spring 2008 FHWA Concurrence/ROD (Tier I) Summer 2008 Begin Right of Way acquisition with 2008+ willing sellers EIS Trunk Highway GIJ . Mione ~{)t" River Final Conclusions · All build alternatives meet purpose and need and are financially responsible · BOTH build and no-build alternatives have impacts · Competing interests of key community resources on every cOrridor - no ideal alignment · Building informed consent to select a preferred alternative to carry forward to FEIS · What if Study partners can't agree? Mn/DOT and FHW A have ultimate responsibility to decide · Transparent process - encourage and value active stakeholder participation so please submit comments. EIS Trunk Highway []I] . Mi"nt'~olll Ri"t!f ..Ot Chaska July 2, 2007 Commissioner Carol Molriau Minnesota Department of Transportation 130 State Capital 75 Rev. Dr. Martin Luther King Blvd. St. Paul, Mn. 55155 Dear Commissioner Molnau, The Chaska City Council had the opportunity at a recent work session to review the Draft Environmental Impact Statement for the Highway 41 Minnesota River Crossing. After review of the EIS, the Council unanimously agreed that a new Highway 41 corridor is required and that the No Build Alternative is not viable. Given the current and forecasted traffic flows, the existing corridor clearly fails and can no longer serve as a regional river crossing. It is evident to us that the State Highway and Chaska's downtown business district will not be able to coexist in the future. After reviewing the alternatives identified in the EIS, the City Council felt it was evident that corridors C-2, C-2A, E-l, and E-1A presented insurmountable problems to the community and should not be considered as preferred alternatives. Not only are these corridors inconsistent with the City's long-term land use planning, each of these options would cause significant disruption to the community. Corridors E-2, and especially W-2, are viewed by the City as viable options, although a humber of issues need to be addres~ed on each layout. In reviewing the key criteria identified in the EIS, after excluding those factors where each of the alternatives are generally equal, the W-2 alternative would appear to be the preferred route. The W-2 alternative has: ~ Highest cost benefit ratio - 3.43 ~ Least impact on low and moderate income housing - zero ~ Low impact on existing properties - 7 ~ Low impact on existing businesses - 6 ~ Least impact on City parks and trails - zero ~ Least impact on Seminary Fen - zero Based on the draft Environmental Impact Statement evaluation and the Council's knowledge of the Chaska area, the Chaska City Council at its July City Of Chaska Minnesota One City Hall Plaza 55318-1962 Phone 952/448-9200 Fax 952/448-9300 . , f\ " , 16th meeting unanimously endorsed W-2 as the preferred alternative and urged MnDot to selected W-2 as the preferred alternative in the final EIS. Other than the impact on the Federal Fish and Wildlife land, the W-2 corridor is clearly the alternative with the least environmental impact. The W-2 alternative would fragment the US Fish & Wildlife Refuge. However, an opportunity exists to mitigate for the proposed W-2 alignment through the elimination of an existing crossing through the refuge area. The Union Pacific has a rail spur that starts south of the Minnesota River parallels a significant length along the Minnesota River, then crosses the river at Carver and. then proceeds into Chaska. Earlier this year, one of the three bridges on that spur collapsed into the Minnesota River, and due to the high cost of replacement Union Pacific is working to abandon the line. The acquisition of this rail line would reconnect the refuge to a significant length of the Minnesota River. The City of Chaska stands willing to work with MnDot to preserve this mitigation opportunity for the W-2 alternative. Although Chaska realizes that selecting a preferred alternative is difficult given the scope of the project, our hope is that MnDot would be able to reach an agreement with each of the interested parties in order to select a corridor in the near future. Immediately following identification of the preferred route, we would urge you to initiate right-of-way acquisition to preserve the corridor prior to development. The City of Chaska is committed to being a partner with MnDot in identifying a new river crossing and initiating construction in the foreseeable future. Chaska also looks forward to working in an evolving coalition of area local governments with one of its objectives seeking to reach a local consensus on a preferred corridor. Continued reliance on the existing Trunk Highway 41 river crossing is not an option, given the increased traffic volume along the corridor and development in this section of the region. Prior to closure of the public comment period, Chaska will be providing a more formal response to the EIS. If you have any questions concerning Chaska's position on the Environmental Impact Statement, please feel free to contact me at your convenience. Sincerely, Gary Van Eyll Mayor, City of Chaska GVE:ms