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PC Staff Report 11-21-06 PC DATE: November 21, 2006 3 CC DATE: December 11, 2006 CITY OF CHANHASSEN REVIEW DEADLINE: December 19, 2006 CASE #: 06-35 BY: AF, BG, LH, TH, JS STAFF REPORT PROPOSAL: Interim Use Permit Request for to grade site in preparation of development. Review of an Environmental Assessment Worksheet (EAW) for the future development of the High School site APPLICANT addressing potential environmental impacts of the proposed development and making the appropriate findings and decisions on the need for an Environmental Impact Statement. (A separate public hearing will be held to review the site plan for the school building and facilities in early 2007). LOCATION: North of Lyman Boulevard, south of the Twin Cities and Western Railroad, and west of Bluff Creek APPLICANT: Anderson-Johnson Associates, Inc. Independent School District 112 7575 Golden Valley Road, Suite 200 11 Peavey Road Minneapolis, MN 55427 Chaska, MN 55318 763-544-7129 952-556-6261 PRESENT ZONING: A2, Agricultural Estate District, and PUD, Planned Unit Development 2020 LAND USE PLAN: Office Institutional and Office/Industrial ACREAGE:DENSITY: 95 N/A SUMMARY OF REQUEST: SITE DATA An Interim Use Permit to permit grading on the site in preparation for future development. LEVEL OF CITY DISCRETION IN DECISION-MAKING: The City has limited discretion in approving or denying interim use permits, based on whether or not the proposal meets the use standards outlined in the Zoning Ordinance. If the City finds that all the applicable use standards are met, the permit must be approved. This is a quasi judicial decision. b aoR nobuduA D keerC enotSrD doowre Location Map Chanhassen High School Site Interim Use Permit Planning Case No. 06-35 City of Chanhassen Galpin Blvd (C.R. 19)Tim Pinewood Cir Acorn Laner Maplewood Ter T i Chanhassen Nature Preserve m Bluff b Crt e View r w o o d L u D Oakwood Ridge k e r w o o d D r B e B n S r w i d l t e C o o r e n o e k e d D r C C r i e r d e a k D o r R n o B ri d l e Cb r e u e k d Creekview D r u B r iCrt d l e A C r Renaissance Crt e T e Cir kStone Creek Park i m b e r Commerce Drive w r o D o k d e e re C D e e n o t S r k S C CHICAGO, MILWAUKEE, ST.PAUL 8, PACIFIC RAILROAD t r o W n enL L C k re e e n S n t o E o n t S e C r e G e k a R l d p r D i k e n e r C e n oLake Drive West B t S l v d B Si t t (o Audubon Road t r n D e C ek e Ce r r n . R C o . u r 1 t 9 ) H e r o n D r d a o R r Lyman Blvd (C.R. 18) e L d y l m u o a B n B l v d t ( r C u . o R C . a 1 s 8 i l ) A Bluff Creek Preserve Osprey Lane Valley Crt Trail Ridge Valley North City of Chanhassen Ridge Osprey Lane View City of Chaska Valley Crt Alisa Lane SUBJECT Audubon Road Valley Ridge Place PROPERTY e c a l P w e i V y L V e a y l l l e l m a y SUBJECT R V i d a g e T ri al S ou th n SITE B l v d ( C . R . t r 1 u o 8 C e ) Sg un rid Audubon Road Park L y m a n B l v d ( C . R . 1 8 ) Lyman Blvd (C.R. 18) ) 7 1 . R . C ( d Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 2 of 11 PROPOSAL/SUMMARY The site is located south of the Twin Cities and Western Railroad and the Stone Creek neighborhood (residential single family), west of Bluff Creek and the Bluff Creek Estates neighborhood (residential single family) as well as the Sun Ridge neighborhood (residential large lot single family), and north and east of Lyman Boulevard. To the northeast is the Chanhassen Business Center, an office/industrial park. West of Lyman Boulevard is a Chaska industrial park. The applicant is requesting an interim use permit to begin site grading to prepare the site for the future development of a high school. Approximately 230,000 cubic yards will be excavated, placed and stockpiled on site. Granular material will be imported to the site. A construction entrance, haul road, staging areas and storm water ponding will be prepared. Independent School District 112 (ISD 112) anticipates submittal of the full development review for City review in early 2007. Due to the scope of the project which includes a approximately 400,000 square-foot high school with 1,200 parking spaces and athletic fields, the development must be reviewed under an Environmental Assessment Worksheet (EAW) to investigate and develop mitigation requirements for potential negative environmental impacts. The City must determine if this environmental review will be sufficient or if an Environmental Impact Statement (EIS) review will be necessary. Notice of this public hearing has been mailed to all property owners in excess of 500 feet. Staff is recommending that there is no need for an Environmental Impact Statement (EIS) review and that the Interim Use Permit be approved subject to the conditions of the staff report. APPLICABLE REGUATIONS Chapter 7, Article III, Excavating, Mining, Filling and Grading Chapter 20, Article IV, Division 5, Interim Use Permits BACKGROUND On March 4, 2004, the Chanhassen City Council approved a Land Use Amendment to permit Office/Industrial and Office/Institutional uses on the site. ENVIRONMENTAL ASSESSMENT WORKSHEET The Environmental Assessment Worksheet provides information about a project that may have the potential for significant environmental effects. The EAW is prepared by the Responsible Governmental Unit or its agents to determine whether an Environmental Impact Statement should be prepared. The most significant potential issues associated with the proposed project are: Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 3 of 11 Traffic: 1. There will be temporary impacts to vehicle traffic due to construction-related activity during excavation, construction materials delivery and storage, and tie-ins to existing subgrade utilities. These predicted vehicle traffic impacts will last for much of the construction life of the project, and will be geographically associated with the phasing of construction. Some of the potential impacts can be mitigated through implementation of City ordinances relating to hours and days of operation, noise, nuisance conditions, etc. Post-construction traffic impacts are anticipated after the project is constructed, and are detailed in the traffic study. These impacts are anticipated to involve slight decreases in Level Of Services (LOS) in the project vicinity. Plans for mitigation of these impacts include adding turn lanes and signalizing of nearby intersections. No additional traffic impacts or issues have been identified that require further investigation. Wetland Impacts 2. : A total of 1.66 acres of wetlands are proposed to be filled as part of the project. Mitigation measures will include on-site replacement (new wetland creation, as well as public value credits) according to MN Wetland Conservation Act rules, which are administered by the City of Chanhassen. No additional wetland impacts or issues have been identified that require further investigation. Storm Water Runoff 3.: There is potential for impacts to Bluff Creek and associated wetlands from temporary and permanent storm water runoff. Potential impacts from temporary storm water runoff include those from sediment loading during and immediately after construction. These potential impacts will be mitigated through MPCA storm water and local permitting. Potential impacts from permanent storm water runoff include those from performance of storm water engineering design and construction. These potential impacts will be mitigated through local review of design plans, as well as on-site inspections during construction. No additional storm water impacts or issues have been identified that require further investigation. Based on this review of the potential environmental impacts, the mitigation measures that are proposed and the level of further review that will be required prior to the construction of the high school and campus, staff is recommending that no Environmental Impact Statement is required. GRADING, DRAINAGE AND EROSION CONTROL Independent School District 112 has submitted a grading plan for the proposed Chanhassen High School site in the northwest corner of Audubon Road and Lyman Boulevard. The railroad lies to the north of the site and Bluff Creek lies to the east. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 4 of 11 The high point of the site currently runs south of the railroad and bisects the site. There is between 20 and 50 feet of fall from the high area to Lyman Boulevard. Bluff Creek lies approximately 80 feet below the high area. A gas pipeline bisects the site as it runs east-west along the property from the intersection of the railroad and Lyman Boulevard; the surface grade over the pipe varies approximately 80 feet. The proposal is to grade 230,000 cubic yards of material to prepare a building pad for the future high school. ISD 112 is not proposing to grade the site according to the development plans at this time due to the winter construction start. ISD 112 proposes to disturb the central third of the site and stockpile material south of the railroad and west of the wetland. ISD 112 does not propose to grade within the gas pipeline easement under the interim use permit. The school district has indicated that the final grading plan does not propose cut or fill over this easement, either. Due to the large gradient within the property and the restraints associated with the existing gas pipeline through the site, the project will likely require mass grading of almost the entire site. ISD 112 proposes to construct a “walk-out” style building; the lowest floor elevation of the west side of the building will be 19.5 feet higher than that of the east side of the building. This proposed building style compliments the topography of the site. Material must be excavated for the proposed building pad. The west side of the building will require between 2 and 34 feet of cut; the east side will require between 2 and 42 feet of cut. A large construction staging area is proposed west of the building pad and will be relatively flat. The proposed slope from the building pad towards the wetland will require up to 10 feet of cut. ISD 112 proposes to construct a berm along the eastern boundary of the grading to divert runoff to proposed Temporary Sedimentation Basin No. 2. The proposed berm will lie on top of the existing trunk sanitary sewer that lies west of Bluff Creek. During final grading of the site, the height of this berm should be reduced to the maximum extent practicable, otherwise additional drainage and utility easements may be required. ISD 112’s engineer indicates up to 20 feet of fill is proposed over this sanitary sewer. Based on the as-built information for the sanitary sewer, the type of pipe and pipe bedding, the proposed fill will not collapse the pipe. The developer is required to televise the section of sanitary sewer over which grading operations will occur before and after construction to determine if the site grading damaged the pipe. ISD 112 shall be responsible for repairing any sections of sanitary sewer damaged during construction. The developer must place sanitary sewer manhole sections on the existing manhole to bring the top of manhole up to the existing grade. No more than one foot of rings is allowed. Excess dirt generated from the building pad preparation is proposed to be stockpiled on the north side of the site. The top of the proposed stockpile will be approximately 38 feet higher than the current grade, or approximately 50 feet higher than the elevation of Lyman Boulevard at that location. Up to 50 feet of temporary fill will be placed at this location. The top of the temporary Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 5 of 11 stockpile will be approximately 87 feet higher than the wetland that lies between Temporary Sediment Basins 3 and 4. The majority of the temporary stockpile will be a 3H:1V slope. Staff is concerned with the proposed height of the temporary stockpile and its proximity to the wetland which flows to Bluff Creek. Unfortunately, it does not seem feasible to stockpile any of this material at any other location on the site; therefore, it is critical that the development team articulate to the contractor the necessity of properly installing and maintaining, on a regular basis, the erosion control practices. EROSION AND SEDIMENT CONTROL This project proposes exposing soils over a large portion of the site during winter months. Additionally, there are wetlands in all directions down gradient of the site and Bluff Creek is located just east of the eastern property boundary. With the steep slopes proposed for the site, there are many potential areas for failure of erosion and sediment control measures. The erosion and sediment control plan should be aimed at minimizing the amount of exposed soil at any given time and preventing erosion of exposed soil. Sediment control (especially perimeter controls such as silt fence) should be viewed as a last resort. The applicant, the contractor and all subcontractors should recognize that one silt fence at the bottom of a large slope of exposed soil will not be sufficient to protect down gradient resources in even moderate precipitation or snowmelt events. Erosion Control To decrease the potential for discharge of sediment-laden water off site, the applicant should prepare a plan for phasing the grading of the project. In general, the areas within 200 feet of wetlands should be graded first and permanently stabilized as soon as possible. Disturbed areas should be stabilized as soon as possible after grading to minimize the total amount of exposed soil on site. New areas should not be graded until after previously graded areas are stabilized. Sediment & Erosion Control (SWPPP) Note 2.a.2 on Sheet C1.2 states that slopes steeper than 6:1 should be “cat tracked”. The applicant should take extra measures to ensure that this occurs because cat tracking has been shown to significantly decrease the potential for erosion on long, steep slopes. A detail should be provided for cat tracking. The haul route between the Construction Staging Area and the Temporary Stockpile Area should be shown on the 50-scale plans. All upland areas disturbed as a result of construction activities shall be immediately restored with seed and disc-mulched, covered with a wood-fiber blanket or sodded within two weeks of completion of grading in each disturbed area. If practical, a seed and blown-compost mix should be considered in lieu of dormant seed and straw mulch. It appears that erosion control blanket is proposed for steep slopes on site. The plans should be revised to call out the blanket locations and to provide a detail for blanket installation. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 6 of 11 Sediment Control Chanhassen Type II silt fence should be provided adjacent to all areas to be preserved as buffer (both 16.5-foot wetland buffers and the 20-foot “no grading” zone around the Primary Zone). The silt fence should be installed in overlapping “J-hooks” to break up the sections and provide additional water and sediment retaining capacity. Orange tree protection fence should be installed upslope from the Type 2 silt fence around the wetland between Temporary Sediment Basin No. 3 and Temporary Sediment Basin No. 4 as added protection so equipment operators do not impact the wetland by driving heavy equipment through it. The plans should be revised to include Chanhassen’s standard details where available (e.g., Detail 5300 for silt fence; Detail 5301 for rock construction entrance). It appears that detail 3 on Sheet C1.4 is intended to depict the proposed checks within the temporary drainageways shown on Sheet C1.2. This should be clarified and the checks should be installed as often as is necessary to minimize the velocities of runoff in the drainageways. The plans should be revised to show a minimum 75-foot long rock construction entrance. In lieu of the proposed outlet pipes for the temporary sediment basins, temporary perforated risers and stable emergency overflows (EOFs) are needed; details should be included in the plan. The basins should be properly sized for the watershed areas, according to NPDES requirements (i.e., the basins should provide storage below the outlet pipe for a calculated volume of runoff from at least a 2-year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipes should discharge upstream from the edge of the receiving wetlands and should be stabilized with riprap. In the present design, water is routed into the wetland in the northeast corner of the site instead of into Temporary Sediment Basin No. 4. The grading in this area of the site should be revised to ensure that all discharge from disturbed areas is directed into either Temporary Sediment Basin No. 3 or Temporary Sediment Basin No. 4 prior to discharge into the wetland. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. WETLANDS Four Ag/Urban wetland basins exist on-site. Pinnacle Engineering, Inc. delineated the wetlands in July 2006. It appears that no wetland impact is proposed in conjunction with the Interim Use Permit; however, the 50-scale plans should be revised to clearly depict the wetland boundary and wetland buffer areas. Wetland A is a 6.03-acre Type 2/3/6/7 wetland located in the northeast corner of the property. It contains a swale that drains the northern portion of the site to the wetland complex in the eastern portion of the site, adjacent to Bluff Creek. The wetland is dominated by reed canary grass, box elder, cottonwood, elms and willows. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 7 of 11 Wetland B is a 17.94-acre Type 2 wetland located in the west central portion of the project. It contains a swale that drains the southern portion of the site to the wetland complex in the eastern portion of the site, adjacent to Bluff Creek. The wetland is dominated by reed canary grass and contains cattails and willows. Wetland C is a 0.23-acre Type 2 wetland located along Lyman Boulevard in the southwestern corner of the property. The wetland is dominated by reed canary grass. Wetland D is a 0.40-acre Type 2/3 wetland along Lyman Boulevard on the western edge of the property. The wetland has been altered historically by farming and draintile and is dominated by corn, nightshade and reed canary grass. However, it is still a jurisdictional wetland. The applicant should consider restoring the hydrology and vegetation within this wetland in the future to obtain wetland credit. Wetland buffer areas at least 16.5 feet in width should be preserved, surveyed and staked in accordance with the City’s wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas should be protected by silt fence during grading. BLUFF CREEK OVERLAY DISTRICT The site is partially within the Meadowlands Region of the Bluff Creek Overlay District. This region of the overlay district is characterized by fragmented forest communities, high quality wetlands and diverse wildlife populations. The goals set forth in the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP) for the Lowlands Region are to: 1. Preserve high-quality wetland systems, riparian areas and remaining forests; 2. Regenerate impaired ecosystems, especially wetlands, to the extent practical under the present land use constraints; 3. Re-create natural links between major natural features within the Bluff Creek corridor; and 4. Develop environmental educational opportunities within the corridor. The applicant should keep these goals in mind as a plan is developed for the site and should work with staff to achieve these goals for this property. The applicant is not proposing alteration within the Bluff Creek Primary Zone. The Primary Zone boundary and the 40-foot setback should be shown on the plans. No grading is permitted within the first 20 feet of the 40-foot setback. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 8 of 11 RECOMMENDATION Staff recommends that the Planning Commission adopt the following two motions and adoption of the attached findings of fact and recommendation: A.Negative “The Planning Commission recommends City Council approve a resolution of Declaration of the Need for an Environmental Impact Statement for the Chanhassen High School Campus.” B.Interim Use Permit “The Planning Commission recommends City Council approve an to permit grading on the property in preparation of development, plans prepared by Anderson-Johnson Associates, Inc., dated 10-19-06, subject to the following conditions: 1.The 50-scale plans should be revised to clearly depict the wetland boundary and wetland buffer areas. 2.Wetland buffer areas at least 16.5 feet in width should be preserved, surveyed and staked in accordance with the City’s wetland ordinance prior to grading commencing. All wetlands and wetland buffer areas should be protected by silt fence during grading. 3.The applicant should keep the goals set forth in the Bluff Creek Watershed Natural Resources Management Plan (BCWNRMP) for the Lowlands Region in mind as a plan is developed for the site and should work with staff to achieve these goals for this property. The Primary Zone boundary and the 40-foot setback should be shown on the plans. No grading is permitted within the first 20 feet of the 40-foot setback. 4.The erosion and sediment control plan should be aimed at minimizing the amount of exposed soil at any given time and preventing erosion of exposed soil. Sediment control (especially perimeter controls such as silt fence) should be viewed as a last resort. The applicant, the contractor and all subcontractors should recognize that one silt fence at the bottom of a large slope of exposed soil will not be sufficient to protect down gradient resources in even moderate precipitation or snowmelt events. To decrease the potential for discharge of sediment-laden water off-site, the applicant should prepare a plan for phasing the grading of the project. In general, the areas within 200 feet of wetlands should be graded first and permanently stabilized as soon as possible. Disturbed areas should be stabilized as soon as possible after grading to minimize the total amount of exposed soil on site. New areas should not be graded until after previously graded areas are stabilized. 5.Sediment & Erosion Control (SWPPP) Note 2.a.2 on Sheet C1.2 states that slopes steeper than 6:1 should be “cat tracked.” The applicant should take extra measures to ensure that this occurs because cat tracking has been shown to significantly decrease the potential for erosion on long, steep slopes. A detail should be provided for cat tracking. 6.The haul route between the Construction Staging Area and the Temporary Stockpile Area should be shown on the 50-scale plans. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 9 of 11 7.All upland areas disturbed as a result of construction activities shall be immediately restored with seed and disc-mulched, covered with a wood-fiber blanket or sodded within two weeks of completion of grading in each disturbed area. If practical, a seed and blown-compost mix should be considered in lieu of dormant seed and straw mulch. The plans should be revised to call out erosion control blanket locations and to provide a detail for blanket installation. 8.Chanhassen Type II silt fence should be provided adjacent to all areas to be preserved as buffer (both 16.5-foot wetland buffers and the 20-foot “no grading” zone around the Primary Zone). The silt fence should be installed in overlapping “J-hooks” to break up the sections and provide additional water and sediment retaining capacity. Orange tree protection fence should be installed upslope from the Type 2 silt fence around the wetland between Temporary Sediment Basin No. 3 and Temporary Sediment Basin No. 4 as added protection so equipment operators do not impact the wetland by driving heavy equipment through it. 9.The plans should be revised to include Chanhassen’s standard details where available (e.g., Detail 5300 for silt fence; Detail 5301 for rock construction entrance). It appears that detail 3 on Sheet C1.4 is intended to depict the proposed checks within the temporary drainageways shown on Sheet C1.2. This should be clarified and the checks should be installed as often as is necessary to minimize the velocities of runoff in the drainageways. The plans should be revised to show a minimum 75-foot long rock construction entrance. 10.In lieu of the proposed outlet pipes for the temporary sediment basins, temporary perforated risers and stable emergency overflows (EOFs) are needed; details should be included in the plan. The basins should be properly sized for the watershed areas, according to NPDES requirements (i.e., the basins should provide storage below the outlet pipe for a calculated volume of runoff from at least a 2-year, 24-hour storm from each acre drained to the basin, except that in no case shall the basin provide less than 1800 cubic feet of storage below the outlet pipe from each acre drained to the basin). The outlet pipes should discharge upstream from the edge of the receiving wetlands and should be stabilized with riprap. 11.In the present design, water is routed into the wetland in the northeast corner of the site instead of into Temporary Sediment Basin No. 4. The grading in this area of the site should be revised to ensure that all discharge from disturbed areas is directed into either Temporary Sediment Basin No. 3 or Temporary Sediment Basin No. 4 prior to discharge into the wetland. 12.Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 13.The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley-Purgatory-Bluff Creek Watershed District, Minnesota Pollution Control Agency) and comply with their conditions of approval. 14.All temporary stockpiles shall be temporary seeded and mulched within 7 or 14 days, in accordance with the NPDES Phase II construction site permit. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 10 of 11 15.Rock dissipation shall be installed at all pipe outlets within 24 hours of placement of the outlet pipes. 16.Slope lengths greater than 75 feet shall be broken up with a minimum 12-foot wide bench every 75 feet. 17.A minimum12-foot buffer area shall be maintained between the perimeter control and all stockpiles to provide access around the stockpiles for maintenance purposes. 18.Dewatering activities shall only be allowed after consulting with the on-site city inspector of the project to ensure compliance with the NPDES permit for dewatering activities. 19.Silt fence shall be placed parallel to contours. In locations where silt fence will cross contours, J-hooks shall be installed at 75-foot intervals. Silt fence shall not be staked on site by scaling off the proposed plan, but shall be staked by the survey crew taking shots in the field. The applicant shall contact SWCD staff prior to silt fence installation so staking on site can be reviewed to ensure compliance with this request. 20.Drainage swales and ditch cuts shall be employed during mass grading to maintain a positive flow of stormwater to the temporary basins. 21.During final grading of the site, the height of the berm over the sanitary sewer shall be reduced to the maximum extent practicable, otherwise additional drainage and utility easements may be required. 22.The developer is required to televise the section of sanitary sewer over which grading operations will occur before and after construction to determine if the site grading damaged the pipe. 23.ISD 112 shall be responsible for repairing any sections of sanitary sewer damaged during construction. 24.The developer must place sanitary sewer manhole sections on the existing manhole to bring the top of manhole up to the existing grade. 25.No more than eight inches of rings is allowed on the sanitary sewer manhole.” ATTACHMENTS 1.Findings of Fact and Recommendation. 2.Development Review Application. 3.Reduced Copy Site Reference Plan Sheet C1.1. 4.Reduced Copy Sediment & Erosion Control Plan Sheet C1.2. 5.Reduced Copy Grading & Drainage Plan Sheet C1.3. 6.Reduced Copy Grading & Drainage Plan Sheet C1.4. 7.Reduced Copy Boundary, Location, Topographic and Utility Survey. 8.Sheet C1.4A Additional Information. Chanhassen High School Interim Use Permit Planning Case 2006-35 November 21, 2006 Page 11 of 11 9.Public Hearing Notice and Affidavit of Mailing. 10.Notice of Availability of an Environmental Assessment Worksheet for Chanhassen High School. 11.Resolution. g:\plan\2006 planning cases\06-35 chanhassen high school\staff report isd 112 iup.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Anderson-Johnson Associates, Inc. and Independent School District 112 for an Interim Use Permit to allow for grading of the site in preparation for the construction a proposed high school – Planning Case 06-35. On November 21, 2006, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Independent School District 112 for an interim use permit for the property located orth of Lyman Boulevard, south of the Twin Cities and Western N Railroad, and west of Bluff Creek. The Planning Commission conducted a public hearing on the proposed interim use was preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT 1. The properties is currently zoned Agricultural Estate District, A2. 2. The property is guided by the Land Use Plan for Office/Institutional and Office/Industrial. 3. The legal description of the properties is: See Exhibit A 4. The proposed grading and filling operations: a. Will not be detrimental to the public health, safety, comfort, convenience or general welfare of the neighborhood or the city since the hours of operation will be limited, the duration of the grading will be limited, and appropriate erosion control measures will be installed and maintained. b. Will be consistent with the objectives of the city's comprehensive plan and the zoning ordinance as well as meeting the standards for grading in Chapter 7 of the Chanhassen City Code. c. Will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. Will not be hazardous or disturbing to existing or planned neighboring uses since the hours of operation will be limited, the duration of the grading will be limited, and appropriate erosion control measures will be installed and maintained. e. Will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. 1 f. Will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. Will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash since the hours of operation will be limited, the duration of the grading will be limited, and appropriate erosion control measures will be installed and maintained. h. Will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. Will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. Will be aesthetically compatible with the. k. Will not depreciate surrounding property values. l. Will meet standards prescribed for certain uses as provided in the zoning ordinance as well as meeting the standards for grading in Chapter 7 of the Chanhassen City Code. 5. The planning report #06-35 dated November 21, 2006, prepared by Alyson Fauske, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the interim use permit for the Chanhassen High School Site. st ADOPTED by the Chanhassen Planning Commission this 21 day of November, 2006. CHANHASSEN PLANNING COMMISSION BY:___________________________________ Its Chairman 2 EXHIBIT A PROPERTY DESCRIPTION (Per Warranty Deed Document No. 148445) That part of the North Half of the Northwest Quarter of Section 22, Township 116 North, Range 23 West of the 5th Principal Meridian described as: Beginning at the north quarter corner of said Section 22, thence on an assumed bearing of North 89 degrees 05 minutes 35 seconds West, a distance of 969.75 feet along the north line of said Northwest Quarter, thence South 56 degrees 57 minutes 24 seconds West a distance of 1138.88 feet to the center line of County Road No. 117, thence South 32 degrees 02 minutes East a distance of 56.45 feet, thence Southeasterly 484.22 feet along a tangential curve to the right having a radius of 3322.60 feet, thence South 23 degrees 41 minutes East a distance of 241.78 feet to the south line of said North Half of the Northwest Quarter, thence South 89 degrees 06 minutes 46 seconds East a distance of 1570.38 feet along said south line of the North Half of the Northwest Quarter to the southeast corner thereof, thence North 0 degrees 30 minutes 30 seconds East a distance of 1326.84 feet along the east line of said Northeast Quarter to the point of beginning, according to the Government Survey thereof. Outlot B, CHANHASSEN BUSINESS CENTER, according to the recorded plat thereof. That part of the South Half of the Northwest Quarter of Section 22, Township 116, Range 23, lying easterly of the centerline of County Road 117 (Excelsior and Shakopee Road) and that part of the Southwest Quarter of the Northeast Quarter of said Section 22 lying westerly of a line running from a point on the south line of said Southwest Quarter of the Northeast Quarter distant 660.00 feet east of the southwest corner thereof to a point on the north line of said Southwest Quarter of the Northeast Quarter distant 330.00 feet east of the northwest corner thereof. Less and except the following described tract: That part of the Southeast Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of the Northeast Quarter of said Section 22, thence South 89 degrees 57 minutes 53 seconds West, assumed bearing, 2649.54 feet along the south line of said Northeast Quarter to the southeast corner of said Southeast Quarter of the Northwest Quarter of Section 22, said point also being the point of beginning of the tract to be described, thence continuing South 89 degrees 57 minutes 53 seconds West 499.83 feet along said south line, thence northwesterly 247.29 feet along the center of a public roadway on a non-tangential curve concave to the northeast with a radius of 954.93 feet through a central angle of 14 degrees 50 minutes 14 seconds, chord bearing North 72 degrees 54 minutes 36 seconds West 246.59 feet, thence North 00 degrees 24 minutes 57 seconds West 592.50; thence North 89 degrees 35 minutes 03 seconds East 377.00 feet; thence South 71 degrees 53 minutes 06 seconds East 377.58 feet to a point on the east line of said Southeast Quarter of the Northwest Quarter, thence South 00 degrees 24 minutes 57 seconds East 550.00feet along said east line to the point of beginning. 3 Subject to a public roadway easement on the south side thereof and a power line easement on the east side thereof. Subject to other easements, reservations or restrictions, if any. Subject to a public roadway easement along the south side thereof and other easements, reservations or restrictions of record. Subject to an easement for utilities and ingress and egress, being 40 feet in width, lying 20 feet on each side of the following described centerline: Commencing at the southwest corner of the above-described tract; thence North 00 degrees 24 minutes 57 seconds West 321.50 feet along the west line thereof to the point of beginning of the centerline to be described; thence North 76 degrees 30 minutes 00 seconds West 45.00 feet; thence southwesterly 46.69 feet along a tangential curve concave to the southeast with radius of 50.00 feet through a central angle of 53 degrees 30 minutes 00 seconds; thence South 50 degrees 00 minutes 00 seconds West 224.89 feet tangent to said curve to a point on the center of a public roadway and said centerline there terminating. It is intended to extend or shorten the side lines of said easement so as to terminate at said centerline of the public roadway and at the west line of land described as follows: That part of the Southeast Quarter of the Northwest Quarter of Section 22, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the southeast corner of the Northeast Quarter of said Section 22, thence South 89 degrees 57 minutes 53 seconds West, assumed bearing, 2649.54 feet along the south line of said Northeast Quarter to the southeast corner of said Southeast Quarter of the Northwest Quarter of Section 22, said point also being the point of beginning of the tract to be described; thence continuing South 89 degrees 57 minutes 53 seconds West 499.83 feet along said south line; thence northwesterly 247.29 feet along the center of a public roadway on a non-tangential curve concave to the northeast with a radius of 954.93 feet through a central angle of 14 degrees 50 minutes 14 seconds, chord bearing North 72 degrees 54 minutes 36 seconds West 246.59 feet; thence North 00 degrees 24 minutes 57 seconds West 592.50 feet; thence North 89 degrees 35 minutes 03 seconds East 377.00 feet; thence South 71 degrees 53 minutes 06 seconds East 377.58 feet to a point on the east line of said Southeast Quarter of the Northwest Quarter; thence South 00 degrees 24 minutes 57 seconds East 550.00 feet along said east line to the point of beginning. g:\plan\2006 planning cases\06-35 Chanhassen High School\findings of fact.doc 4 Planning Case No. O~- 35 CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 CITY OF CHANHASSEN RECEIVED DEVELOPMENT REVIEW APPLICATION OCT 2 0 2006 CHANHASSEN PLANNING DEPT PLEASE PRINT Applicant Name and Address: Anderson-Johnson Associates, Inc. 7575 Golden Valley Road. Suite 200 Minneapolis. MN 55427 Contact: Jay Pomeroy, LLA Phone: 763.544.7129 Fax: 763.544.0531 Email: jpomeroy@ajainc.net Owner Name and Address: Chaska Area Public Schools - ISO 112 11 Peavey Road Chaska. MN 55318 Contact: Steve Pumoer Phone: 952.556.6261 Fax: 952.556.6269 Email: pumpers@district112.ora NOTE: Consultation with City staff is reQuired prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit Conditional Use Permit (CUP) Vacation of Right-of-Way/Easements (VAG) x Interim Use Permit (IUP) Variance (VAR) Non-conforming Use Permit Wetland Alteration Permit (WAP) Planned Unit Development* Zoning Appeal Rezoning Zoning Ordinance Amendment Sign Permits Sign Plan Review X Notification Sign - $200 (City to install and remove) Site Plan Review (SPR)* X Escrow for Filing Fees/Attorney Cost** - $50 CUP/SPRNACNARlWAP/Metes & Bounds - $450 Minor SUB TOTAL FEE $ 675.00 Subdivision* An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8%" X 11" reduced copy for each plan sheet along with a diaital copy in TIFF-Group 4 (*.tif) format. **Escrow will be required for other applications through the development contract.' Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: New Hi gh School - Chanhasen LOCATION: Lyman Boulevard and Audubon LEGAL DESCRIPTION: See Attached Sheet TOTAL ACREAGE: 94.85 acres WETLANDS PRESENT: X YES NO PRESENT ZONING: A-2 (Aqricultural Estate District) REQUESTED ZONING: N/ A PRESENT LAND USE DESIGNATION: Offi ce Industri al or Publ i c/Semi -Publ i c REQUESTED LAND USE DESIGNATION: N/A REASON FOR REQUEST: An Interim Use Permi tis requested to allow for qradi nq of the proposed high school building pad in preparation for the balance of the construction to occur next year. The building pad grading work would include the excavation of approximately 230,000 cubic yards of on-site soil, placed and stockpiled on-site, import of granular material, construction entrance, haul road and staging area and storm water improvements. This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my knowledge. ~~1~~ ~r-- ~ Signature of Fee wner 10-19-06 Date 10-19-06 Date G:\pLAN\forms\Development Review Application.DOC Rev. 12/05 I I -.--....-.... 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(f1J)S4USJ1 FAX TCi'> 0lF IDI~. m~ ~...o CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 06-35 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, November 21, 2006, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for Interim Use PermitReview an Environmental an to grade site in preparation of development, and Assessment Worksheet on property zoned A2, Agricultural Estate District, and PUD, Planned Unit Development, located north of Lyman Boulevard, south of the Twin Cities and Western Railroad, and west of Bluff Creek – CHANHASSEN HIGH SCHOOL. Applicant: Anderson-Johnson Associates, Inc./Independent School District 112. A plan showing the location of the proposal is available for public review on the City’s web site at www.ci.chanhassen.mn.us/serv/plan/06-35.html or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous@ci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on November 9, 2006) CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on November 9, 2006, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing for Chanhassen High School- Planning Case No. 06-35 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sw~ to before me this q-l-h day of Ovt'm ~ r , 2006. 4T~~I'~'AA- - Notary P blic I ~u. I ~.;..""t~~9- KIM T. MEUWISSEN ~"" Notary Public-Minnesota ~<'.;..... 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Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records. information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes 9466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Disclaimer This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes 9466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arise out of the user's access or use of data provided. Public Hearing Notification Area (500+ feet) Chanhassen High School Site Interim Use Permit Planning Case No. 06-35 City of Chanhassen SCANNED ABDALLAH A EL-SANJAK & 1839 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8419 ANCHOR BANK 1055 WAYZATA BLVD E WAYZATA, MN 55391-1812 BARRY L & SUZANNE L L1BENGOOD 8950 AUDUBON RD CHANHASSEN, MN 55317-8412 BRIAN T & SONYA A BENKSTEIN 2292 BOULDER RD CHANHASSEN, MN 55317-7400 CARL M JR & KIM A ILIFF 1731 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 CHADWICK HOUWMAN 2219 BOULDER RD CHANHASSEN, MN 55317-7400 CHET A LARSON 2259 STONE CREEK DR CHANHASSEN, MN 55317-7420 CRAIG H & HOLLY L MELL 8670 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 DANIEL J & NANCY R LYNCH 2255 BOULDER RD CHANHASSEN, MN 55317-7400 DARYL W & CATHERINE M HARTSEL 1851 SUNRIDGE CT CHANHASSEN, MN 55317-9663 ALBERT B & JANET K BEETY 2193 STONE CREEK DR CHANHASSEN, MN 55317-7415 ANDREW J KAYATIIII 8715 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 BONITA ANN JUNGELS 2338 BOULDER RD CHANHASSEN, MN 55317-7401 BRUCE H & CLARICE G FEIK 1773 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 CHAD A & JULIE M EVEN 2198 BOULDER RD CHANHASSEN, MN 55317-7402 CHARLENE A STENDER 2321 BOULDER RD CHANHASSEN, MN 55317-7401 CHRIS B & LESLIE J ERICKSON 1831 SUNRIDGE CT CHANHASSEN, MN 55317-9663 CRAIG S & WENDY L O'CONNOR 1702 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 DANIEL J & PAMELA J CULHANE 2333 BOULDER RD CHANHASSEN, MN 55317-7401 DAVID D & KATHLEEN A THORP 2330 BOULDER RD CHANHASSEN, MN 55317-7401 ALVARO J & NANCY A GOMEZ 8748 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 ANTHONY D & PAMELA R STRAND 8640 AUDUBON RD CHANHASSEN, MN 55317-9401 BRADLEY J & RENEE L VANBERGEN 2175 BOULDER RD CHANHASSEN, MN 55317-7402 CARL DRAY & 2245 STONE CREEK DR CHANHASSEN, MN 55317-7420 CHAD M & JILL C HAKE 2115 BOULDER RD CHANHASSEN, MN 55317-7402 CHARLES & DEBRA OLSON 1748 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 CITY OF CHASKA 1 CITY HALL PLAZA CHASKA, MN 55318-1962 DANA R BENSON & 2203 STONE CREEK DR CHANHASSEN, MN 55317-7420 DANIEL K & ROBIN L EDMUNDS 1861 SUNRIDGE CT CHANHASSEN, MN 55317-9663 DAVID HESTER & 2199 BOULDER RD CHANHASSEN, MN 55317-7402 DAVID J & LISA M KIRKBRIDE 2080 BOULDER RD CHANHASSEN, MN 55317-7407 DAVID R & CHERRI A SALTZMAN 1800 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8418 DEAN L & SHELLEY L BUSSEY 2145 STONE CREEK DR CHANHASSEN, MN 55317-7415 DEBRA LYNN LUDFORD 8615 VALLEY VIEW CT CHANHASSEN, MN 55317-8423 DONALD & JENNIFER HARMS 1783 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 DOUGLASG & SARAH P HIPSKIND 2317 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS VERNON JOHNSON 2322 BOULDER RD CHANHASSEN, MN 55317-7401 ERIK M & LISA A MAGNUSON 2001 STONE CREEK DR CHANHASSEN, MN 55317-7410 GARY L FELDICK & 2231 BOULDER RD CHANHASSEN, MN 55317-7400 GERHARD & HELENE A SCHOCK 2309 BOULDER RD CHANHASSEN, MN 55317-7401 DAVID KESSLER & 1750 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 DAVID W & L YNNETTE A BAILEY 2273 STONE CREEK DR CHANHASSEN, MN 55317-7420 DEBORAH A HUM & 1761 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 DELORIS B HOLASEK TRUST 2015 STAHLKE WAY CHASKA, MN 55318-3239 DONALD W & CATHY BORGMANN 2308 BOULDER RD CHANHASSEN, MN 55317-7401 DOUGLAS J WINZENBURG & 1710 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 EDWARD E & ELLEN L RAWSON 2266 BOULDER RD CHANHASSEN, MN 55317-7400 EUGENE C & JAN M KRUCHOSKI 2030 BOULDER RD CHANHASSEN, MN 55317-7407 GEORGE W & CAROLE A PHILLIPPE 1711 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 GERHARD G & SALLIE L BERGESON 2220 BOULDER RD CHANHASSEN, MN 55317-7400 DAVID M & LORI J KENDALL 2063 STONE CREEK DR CHANHASSEN, MN 55317-7410 DEAN & LOIS 9111 AUDUBON RD CHANHASSEN, MN 55317-9412 DEBRA KAY NOTERMANN 1766 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 DENNIS & RUTH CHADDERDON 8900 AUDUBON RD CHANHASSEN, MN 55317-8412 DOUGLAS A & CINDY L MERRIGAN 8736 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 DOUGLASV & ANN M JOHNSON PO BOX 83 CHANHASSEN, MN 55317-0083 ERIC& MELISSA NOYES 8622 VALLEY VIEW CT CHANHASSEN, MN 55317-8423 GARY D & JOYCE D THEIS 1696 VALLEY RIDGETRL N CHANHASSEN, MN 55317-9401 GERALD W & JANICE K CRAWFORD 2079 BOULDER RD CHANHASSEN, MN 55317-7407 GREGG J & AMY M KLOKE 1836 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8418 GREGORY S & SHELLY M SCALLON 1814 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 HOA LE CA 1738 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 JACK R BECKER & 1751 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 JAMES M & JENNIFER D LARRANAGA 2318 BOULDER RD CHANHASSEN, MN 55317-7401 JAYSON & JEANETTE KIRMEIER 2094 BOULDER RD CHANHASSEN, MN 55317-7407 JEFFREY P & SARAH L WENDORF 2291 BOULDER. RD CHANHASSEN, MN 55317-7400 JEFFREY T & JUANITA M SCRIBNER 1780 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 JOEL E & HEIDI M LEHRKE 2329 BOULDER RD CHANHASSEN, MN 55317-7401 JOHN F & PATRICIA G VANNUCCI 1798 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 JOHN T MORAN 2150 BOULDER RD CHANHASSEN, MN 55317-7402 GREGORY W & SUSAN I PROVO 1762 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 IND SCHOOL DIST 112 11 PEAVEY RD CHASKA, MN 55318-2321 JAIME L STERBENZ & 1848 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8418 JARED & CHRISTINA A GRUNIG 1747 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 JEFFREY J & KARLA M ALTHOFF 2326 BOULDER RD CHANHASSEN, MN 55317-7401 JEFFREY R & EDITH M STEARNS 2052 BOULDER RD CHANHASSEN, MN 55317-7407 JEFFREY W & GAIL H MOODY 1800 SUNRIDGE CT CHANHASSEN, MN 55317-9663 JOEL K & KERf L JOHNSON 1806 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 JOHN T & JANET K ST ANDREW 1811 VALLEYRIDGETRLS CHANHASSEN, MN 55317-8419 JOSHUA T KRIENKE & 2375 STONE CREEK DR CHANHASSEN, MN 55317-7403 HADIANBARGHALAMI& 8381 STONE CREEK DR CHANHASSEN, MN 55317-7417 J T MORTON ENTERPRISES LLC 6911 YUMA DR CHANHASSEN, MN 55317-9560 JAMES K & MELISSA J CARLSON 2122 BOULDER RD CHANHASSEN, MN 55317-7402 JAY & BARBARA GRIZZLE 8760 VALLEY VI EW PL CHANHASSEN, MN 55317-8421 JEFFREY L & JENNIFER T BENKE 8643 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 JEFFREY S & KRISTI J STRANG 1701 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 JERALD D & LISA R STIELE 8755 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 JOHN & MARDI PERLlCH 2163 BOULDER RD CHANHASSEN, MN 55317-7402 JOHN T & KELLY A LABA TT 2109 STONE CREEK DR CHANHASSEN, MN 55317-7415 JURGEN W & CAROL A SEEMANN 8401 STONE CREEK DR CHANHASSEN, MN 55317-7422 KAJ & JODI M DOERRING 2231 STONE CREEK DR CHANHASSEN, MN 55317-7420 KENNETH D & DIANNE W KEMP 2162 BOULDER RD CHANHASSEN, MN 55317.7402 KYLE S & JACKIE L DUEA 2133 STONE CREEK DR CHANHASSEN, MN 55317-7415 L YNDELL F & MARY F FREY 1822 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 MARK B & JENNIFER A DAVIDSON 1841 VALLEY RIDGE TRL S CHANHASSEN, MN 55317~8419 MARVIN V& CAROLE J LUECK 2019 STONE CREEK DR CHANHASSEN, MN 55317-7410 MICHAEL & JACQUELINE R MROSKO 2305 BOULDER RD CHANHASSEN, MN 55317-7401 MICHAEL D & BETTY WRIGHT 2280 BOULDER RD CHANHASSEN, MN 55317-7400 MICHAEL J & MARY M YAZCEC 1813 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 MICHAEL R & DANA B HOWE 2169 STONE CREEK DR CHANHASSEN, MN 55317-7415 KELLY K MORLOCK & 2325 BOULDER RD CHANHASSEN, MN 55317-7401 KEVIN & ELIZABETH ROGERS 2023 BOULDER RD CHANHASSEN, MN 55317-7407 LAWRENCE P & HOLLY WHITE 8657 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 MARK & LAURA THORNE 1827 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8419 MARK R & CARLEEN A LAPINSKI 2103 BOULDER RD CHANHASSEN, MN 55317-7402 MERLE & JANE VOLK 180 WASHINGTON VALLEY RDATTN: NETWORK R , 07921-2120 MICHAEL A & JULIE A SALENTINE 1784 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 MICHAEL D MUFFENBIER & 8652 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 MICHAEL J KRYCH & 2127 BOULDER RD CHANHASSEN, MN 55317-7402 NANCY L WHA YLEN 2334 BOULDER RD CHANHASSEN, MN 55317-7401 KENNETH A & MARCIA S STRAND 8631 VALLEY VIEW CT CHANHASSEN, MN 55317-8423 KRISTOPHER E & MINDI L H DAHL 1774 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 LDW PROPERTIES LLC 1340 PARK RD CHANHASSEN, MN 55317-9527 MARK A & NANCIANN S OLSON 1792 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 MARK R & LAURA G JOHNSON 1807VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 MERLE L & ELlZABETHJ OELKE 2242 BOULDER RD CHANHASSEN, MN 55317-7400 MICHAEL C & JENNIFER ANDERSON 8772 VALLEY VI EW PL CHANHASSEN, MN 55317-8421 MICHAEL J & JOANNE COCHRANE 1751 SUNRIDGE CT CHANHASSEN, MN 55317-9663 MICHAEL JOHN HOLLANDS & 2051 BOULDER RD CHANHASSEN, MN 55317-7407 NEIL BUTCHART & 1796 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 NORMAN E & KATHLEEN EVILSIZER 2207 BOULDER RD CHANHASSEN, MN 55317-7400 PAMELA K KERBER 8743 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 PATRICK L & SHARON M ARBOGAST 1801 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8419 PAUL P & AMINA M RINKES 2208 BOULDER RD CHANHASSEN, MN 55317-7400 PETER G & KRISTIN A TERRELL 2136 BOULDER RD CHANHASSEN, MN 55317-7402 RICARDOA & RAYLENE S SEGURA 1740 VALLEY RIDGE TRL S CHANHASSEN,MN 55317-8414 RICHARD J & PAMELA E SCHWARZ 2157 STONE CREEK DR CHANHASSEN, MN 55317-7415 ROBERT J & CHRISTINE R FINN 2108 BOULDER RD CHANHASSEN, MN 55317-7402 RONALD S & LAURIE A BLUM 2081 STONE CREEK DR CHANHASSEN, MN 55317-7410 SCOTT A HANSON & 2267 BOULDER RD CHANHASSEN, MN 55317-7400 OUTHAI SOLEY A & 1700 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 PATRICK A & BRENDA J TODD 1772 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 PAUL & LINDA SPEKMAN 2121 STONE CREEK DR CHANHASSEN, MN 55317-7415 PAUL R & JENNIFER A SPORS 8658 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 PHEAVANH SOUVANNALATH & 1829 VALLEY RIDGE TRL N CHANHASSEN, MN 55317~8424 RICHARD D &.CHRISTINE M BALM 2093 BOULDER RD CHANHASSEN, MN 55317-7407 RICHARD L LINDSTROM & 2642 COMMERCE BLVD MOUND, MN 55364-1402 ROBERT T & AIMEE M O'MALLEY 1721 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 RORY D & AMY J LEA 2313 BOULDER RD CHANHASSEN, MN 55317-7401 SCOTT H & SUE J FERRELL 2243 BOULDER RD CHANHASSEN, MN 55317-7400 P SCOTT & JENNIFER G PHARIS 1815 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8419 PATRICK C & MICHELLE MCNALLAN 2287 STONE CREEK DR CHANHASSEN, MN 55317-7420 PAUL L & LYNETTE M ERICKSON 2217 STONE CREEK DR CHANHASSEN, MN 55317-7420 PAUL S & LAURA E GRAVES 8634 VALLEY VIEW CT CHANHASSEN, MN 55317-8423 PHILIP D & MARGARET STANDAFER 8767 VALLEY VIEW PL CHANHASSEN, MN55317 -8421 RICHARD J & CHERYL A HARTMAN 2254 BOULDER RD CHANHASSEN, MN 55317-7400 ROBERT FU & 1718 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 RODDY Y & LAURIE L W ZIVKOVICH 2337 BOULDER RD CHANHASSEN, MN 55317-7401 SALLY E STUCKEY 1785 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 SCOTT T & NICOLE M BRUSH 2301 BOULDER RD CHANHASSEN, MN 55317-7401 STEPHEN B & SANDRA L MEYER 8724 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 THEO A & TERRY L JENSON 2065 BOULDER RD CHANHASSEN, MN 55317-7407 THOMAS R & AMY B EDSTROM 10 HILL ST CHANHASSEN, MN 55317-9586 THOMAS V & BEVERLY L ANTILLEY 2361 STONE CREEK DR CHANHASSEN, MN 55317-7403 TIMOTHY & BRENDA MOORE 1812 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8418 TIMOTHY J & MARY C KRAFT 2279 BOULDER RD CHANHASSEN, MN 55317-7400 TODD A & JILL M GATES 1795 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 TRENT A & KIMBERLY M DAVID 1797 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 WILLIAM M & LAURI J WEISMAN 1771 VALLEY RIDGE PL CHANHASSEN, MN 55317-8416 K&V LEASING LLC 118 PEAVEY CIR CHASKA, MN 55318-2347 STEPJEN J & MARY P MONSON 8850 AUDUBON RD CHANHASSEN, MN 55317-9407 THOMAS A & SUSAN A KODET 1741 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8414 THOMAS S & SUSAN M TISCHER 8729 VALLEY VIEW PL CHANHASSEN, MN 55317-8421 THOR C & LYNN M HEIMDAHL 8671 VALLEY RIDGE CT CHANHASSEN, MN 55317-8417 TIMOTHY G GEEHAN 1819 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8424 - TIMOTHY J & MELISSA C MCNEILL 1824 VALLEY RIDGE TRL S CHANHASSEN, MN 55317-8418 TODD M & DEBORAH S DOLAN 2187 BOULDER RD CHANHASSEN, MN 55317-7402 WILLIAM B & TERRE 0 KEMBLE 1782 VALLEY RIDGE TRL N CHANHASSEN, MN 55317-8415 TWIN CITIES & WESTERN RAILROAD 2925 12TH ST E GLENCOE, MN 55336-3368 LAKE REGION MFG CO INC 340 LAKE HAZELTINE DR CHASKA, MN 55318-1034 STEVE BARKER & 8712 VALLEY VIEW PL CHANHASSEN, MN 55317-8424 THOMAS M & CAROLYN 0 THOMSON 2186 BOULDER RD CHANHASSEN, MN 55317-7402 THOMAS TODD COOK & 2037 BOULDER RD CHANHASSEN, MN 55317-7407 THOR E & DAWN K SMITH 2139 BOULDER RD CHANHASSEN, MN 55317-7402 TIMOTHY J & KATHLEEN C BATTIS 2066 BOULDER RD CHANHASSEN, MN 55317-7407 TIMOTHY N & TERRI LRENDALL 2174 BOULDER RD CHANHASSEN, MN 55317-7402 TODD M & JONI J NELSON 8610 VALLEY VIEW CT CHANHASSEN, MN 55317-8423 WILLIAM 0 & LEZLlE M DAWSON 2181 STONE CREEK DR CHANHASSEN, MN 55317-7415 VICORP RESTAURANTS INC 400 48TH AVE W DENVER, CO 80216-1806 ROLAND A STINSKI 3647 MCKINLEY ST NE MINNEAPOLIS, MN 55418-1599 DELORIS B HOLASEK TRUST 2015 STAHLKE WAY CHASKA, MN 55318-3239 NOTICE OF AVAILABILITY OF AN ENVIRONMENTAL ASSESSMENT WORKSHEET FOR CHANHASSEN HIGH SCHOOL An Environmental Assessment Worksheet (EAW) has been prepared by the City of Chanhassen to assess the potential environment impacts related to the proposed development of a public high school within the City of Chanhassen. A 95-acre site located north of Lyman Boulevard (CSAH 18), south of the Twin Cities and Western Railroad and west of Bluff Creek in Chanhassen, Minnesota, is proposed for development of a 400,000 square-foot high school building and campus to be open in the fall of 2009. The EAW describes the plan for the high school campus. Copies of the EAW are available for public review at the following locations: On the web: http://www.ci.chanhassen.mn.us/serv/plan/06-35.html City of Chanhassen Community Development Department 7700 Market Boulevard Chanhassen, MN 55317 Carver County Library - Chanhassen Branch 7711 Kerber Boulevard Chanhassen, MN 55317 The public will be given an opportunity to comment on the EAW for the proposed project at a public meeting to be held November 21, 2006 at Chanhassen City Hall. Public comments on the proposed project will be accepted by the City through December 11, 2006. Comments should be submitted to: Robert Generous, AICP City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317-0147 e-mail: bgenerous@ci.chanhssen.mn.us phone: (952) 227-1131 fax: (952) 227-1110 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: December 11, 2006 RESOLUTION NO: 2006- MOTION BY: SECONDED BY: A RESOLUTION DECLARING NO NEED FOR AN ENVIRONMENTAL IMPACT STATEMENT FOR CHANHASSEN HIGH SCHOOL INDEPENDENT SCHOOL DISTRICT 112 WHEREAS, an Environmental Assessment (EA) was prepared for the Chanhassen High School according to the Environmental Quality Board (EQB) regulations; and WHEREAS, notice of the EA was published in the EQB Monitor on November 6, 2006; and WHEREAS, copies of the EA were mailed to all of the agencies and organizations on the EQB official EA distribution list; and WHEREAS, the comment period for the Chanhassen High School EA ended on December 6, 2006; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chanhassen, Minnesota that findings in the document titled “Findings of Fact Regarding a Need for Environmental Impact Statement”, Chanhassen High School, be incorporated herein by reference. BE IT FURTHER RESOLVED that a determination is herby made that the preparation of an Environmental Impact Statement (EIS) for the project, which is the subject of the EA, is not needed by on application of the following criteria to the factual information contained in the EAW: 1.Type, extent and reversibility of environmental effects; 2.Cumulative potential effects of related or anticipated future projects; 3.The extent to which environmental effects are subject to mitigation by ongoing public regulatory authority; and 4.The extent to which environmental effects can be anticipated and controlled as a result of other environmental studies undertaken by public agencies or the proposer, or an EIS previously prepared on similar projects. th Passed and adopted by the Chanhassen City Council this 11 day of December, 2006. ATTEST: Todd Gerhardt, City Manager Thomas A. Furlong, Mayor YES NO ABSENT g:\plan\2006 planning cases\06-35 chanhassen high school\ea\resolution negative declaration.doc