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HomeMy WebLinkAbout2009-11-09 CPC Packetllwater T HCFPV OP STK IdI hAT R PLANNING COMMISSION NOTICE OF MEETING MONDAY, NOVEMBER 9, 2009 The City of Stillwater Planning Commission will meet on Monday, November 9, 2009, at 7 p.m. in the Council Chambers at Stillwater City Hall, 216 North Fourth Street. City of Stillwater Planning Commission regular meetings are held at 7 p.m on the second Monday of each month. All City Planning Commission meetings are open to the public. AGENDA 1. CALL TO ORDER 2. APPROVAL OF OCTOBER 12, 2009 MINUTES 3. OPEN FORUM The Open Forum is a portion of the Commission meeting to address subjects which are not a part of the meeting agenda. The Commission may reply at the time of the statement or may give direction to staff regarding investigation of the concerns expressed. Out of respect for others in attendance, please limit your comments to 5 minutes or less 4. PUBLIC HEARINGS. The Chairperson opens the hearing and will ask city staff to provide background on the proposed item. The Chairperson will ask for comments from the applicant, after which the Chairperson will then ask if there is anyone else who wishes to comment. Members of the public who wish to speak will be given 5 minutes and will be requested to step forward to the podium and must state their name and address. At the conclusion of all public testimony the Commission will close the public hearing and will deliberate and take action on the proposed. item. 4.01 Case No. 09-43. A zoning text amendment to City Code Section 31-010 entitled "Definitions" and Section 31-400 entitled "Flood Plain Overlay District" related to the adoption of new flood plain maps and a new flood plain ordinance. City of Stillwater, applicant. 4.02 Case No. 09-44. A special use permit for co -location of Clearwire antennas on the existing T-Mobile tower with equipment cabinet to be located within existing fenced compound located at 1758 Washington Avenue in the BP -I, Business Park Industrial District. David Fischer, Buell Consulting, applicant. 4.03 Case No. 09-45. A variance request for the construction of a deck and ramp located at 615 Hickory Street West in the RB, Two Family Residential District. Eugenia Junker, applicant. 4.04 Case No. 09-46. A variance request for a garage expansion (3rd stall) located at 5 River Heights Drive in the RA, Single Family Residential District. Janet Jezior, applicant. 5. OTHER BUSINESfy HALL: 216 NORTH FOURTH STREET • STILLWATER, MINNESOTA 55082 PHONE: 651-430-8800 • WEBSITE: www.ci.stillwater.mn.us City of Stillwater Planning Commission October 12, 2009 Present: Dave Middleton, Chairman, Suzanne Block, Mike Dahlquist, Robert Gag, Dan Kalmon, Mike Kocon, John Malsam, Scott Spisak and Charles Wolden Staff present: Planner Mike Pogge Chair Middleton called the meeting to order at 7 p.m. Approval of minutes: Mr. Kocon, seconded by Mr. Gag, moved approval of the minutes of Sept. 12, 2009. Mr. Dahlquist questioned whether completion of the porch simultaneous with the accessory dwelling unit was a condition of approval for Case No. 09-37 or "encouraged" as indicated in the minutes. Mr. Gag, who made the motion of approval, said it was his intent that completion of the porch be a condition of approval. Mr. Pogge stated the motion as indicated in the minutes was correct. Motion to approve the Sept. 12, 2009, minutes passed unanimously. OPEN FORUM No comments were received during the Open Forum portion of the meeting. PUBLIC HEARINGS Case No. 09-38 Mr. Middleton announced that this case had been withdrawn. Case No. 09-39 A variance request for an addition on a nonconforming lot at 437 Broadway St. S. in the RB, Two Family Residential District. David and Kathleen Newman, applicant. Mr. Newman was present. Mr. Pogge reviewed the request and the three criteria for the issuance of a variance. It was noted this lot was platted in the 1800s and, at some point in time, the Minnesota Department of Transportation acquired a portion of the lot for State Highway 36/95, thus making it a nonconforming lot due to no fault of the property owner. Plans for the addition meet all other setbacks and code requirements. Mr. Pogge stated the Heritage Preservation Commission had reviewed and approved the companion demolition permit request. Mr. Newman showed some photos of the portion of the house that will be removed and plans for the new addition, which will be above the existing kitchen. Mr. Newman noted currently there is no garage on the property. The proposed new side -loaded, one -stall garage, he said, will occupy the equivalent footprint of the porch/lean-to that will be demolished. Mr. Newman stated the plans actually improve neighbors' sight lines, and neighbors are in support of the plans. Mr. Middleton opened the public hearing. No comments were received, and the hearing was closed. Mr. Gag moved approval as conditioned. Ms. Block seconded the motion, congratulating the applicant for his efforts at restoration of an historic home. Motion passed unanimously. Case No. 09-41 A variance request for an addition on a residence at 422 Elm St W. in the RB, Two Family Residential District. Brian Larson, Larson Brenner Architects, representing Terence Acers, applicant. The applicant was present. Mr. Pogge reviewed the requested variances to accommodate a porch and step as part of a planned addition/renovation to the Acers' home. Mr. Pogge reviewed the three criteria for the issuance of a variance and said approval is recommended by staff. Mr. Kocon asked about impervious coverage; Mr. Pogge stated plans are right at the maximum allowable for building coverage. Mr. Acers stated they have tried hard to plan an addition that maintains the architecture and style of the original house. 1 City of Stillwater Planning Commission October 12, 2009 Mr. Middleton opened the public hearing. No comments were received, and the hearing was closed. Mr. Middleton said he is sensitive to side yard setbacks due to possible issues with visual obstruction, but said he saw no such issues with these plans. Mr. Kocon, seconded by Mr. Kalmon, moved approval as conditioned. Motion passed unanimously. Case No. 09-42 A variance request for an addition on a nonconforming lot at 1306 Fifth St. S. in the RB, Two Family Residential District. Oliver Vrambout, applicant. The applicant was present. Mr. Pogge reviewed the staff findings, noting that because this is a nonconforming structure, a variance is required in order to construct the desired second floor addition. Mr. Pogge noted that the footprint of the house will not change; he stated the request meets the three requirements for the issuance of a variance and approval is recommended. Mr. Kocon asked whether plans include another bathroom. Mr. Vrambout said his family needs additional living space and he is not sure whether there is room enough for another bathroom. Mr. Middleton opened the public hearing. No comments were received, and the hearing was closed. Mr. Kalmon, seconded by Mr. Dahlquist, moved approval as conditioned. Motion passed unanimously. OTHER BUSINESS There was no other business to come before the Commission. Ms. Block, seconded by Mr. Wolden, moved to adjourn at 7:30 p.m. Respectfully submitted, Sharon Baker Recording Secretary 2 County 15/Manning Ave N Owens St State Highway 96 Planning Commission DATE: November 5, 2009 APPLICANT: City of Stillwater CASE NO.: 09-43 REQUEST: A zoning text amendment to City Code Section 31-010 entitled "Definitions" and Section 31-400 entitled "Flood Plain Overlay District" related to the adoption of new flood plain maps and a new flood plain ordinance. PC DATE: November 9, 2009 PREPARED BY: Michel Pogge, City Planner flAR REVIEWERS: City Administrator, City Engineer, City Attorney, and Community Development Director BACKGROUND In order to remain in the National Flood Insurance Program (NFIP), the City of Stillwater is required to adopt a revised flood plain ordinance that adopts by reference newly revised Floodplain maps for the City. The maps were recently release by the Federal Emergency Management Agency. DISCUSSION Since mid 2000, the Federal Emergency Management Agency (FEMA) in cooperation with Washington County and the Washington County Conservation District has been working to revise and update the Flood Insurance Rate Maps (FIRMs) for all of Washington County. On November 30, 2007 FEMA released a preliminary set of revised maps. Based on these maps, the City made a number of comments to FEMA and the Minnesota Department of Natural Resources (MnDNR). On August 3, 2009 FEMA issued the Letter of Final Determination with the final version of the flood maps. FEMA addressed many of the concerns originally raised by City Staff and we are satisfied with the new maps. The resulting product is a set of new Digital Flood Insurance Rate Maps (DFIRMs) that are more accurate than their predecessor and now contain aerial photos as part of the printed maps. Additionally, the maps can be used in the City mapping systems. The City has 6 months from August 3, 2009 (or until February 3, 2009) to revise our flood plain ordinance and adopt the maps by reference in our ordinance. Flood Plain Regulations Page 2 How will the new ordinance affect property owners in the City? In developing the new ordinance, the City started with our current ordinance and updated it using the new Statewide Model Floodplain Ordinance. Staff worked with MnDNR staff to address concerns the City had with the Statewide Model Floodplain ordinance that are unique to Stillwater. Working with Staff from the MnDNR portions of the ordinance was amended to address staff's concerns. Overall there are NO substantive changes in the language of the ordinance that will affect individual property owners. It is also worth noting that 95% of the City is outside any high -risk floodplain (known as Special Flood Hazard Areas (SHFA)) and therefore not subject to floodplain regulations. The new FIRMs modified the edges of all of the SHFA boundaries in the City. These boundary changes are more accurate than the current maps and reflect real world conditions. Approximately 67 privately owned properties, mainly in the downtown area, that previously had a SHFA on a portion of their property now have an expanded area of SHFA on their property. What is the National Flood Insurance Program (NFIP) and why is it important to the City? The key benefit to the City with our participation in the National Flood Insurance Program (NFIP) is the City can access enhanced federal disaster benefits when natural disasters occur within the City. One example is the City in the past has received reimbursement from the Federal Government for the cost of constructing temporary flood controls during high water events in the downtown area. Additionally, with our participation in the NFIP, flood insurance is available to all property owners in the City of Stillwater. The City of Stillwater has been a participating community since March 16, 1973 and as of June 30, 2007 the City had 29 property owners that have purchased flood insurance. If the City did not participate in this program these 29 property owners and other property owners in the Community would not be eligible to purchase flood insurance. It is worth noting that ALL property owners in the City can purchase flood insurance, not just those in a flood zone. ALTERNATIVES The Planning Commission has the following options: 1. Recommend approve of the proposed ordinance amendment. 2. Recommend denial of the proposed ordinance amendment. 3. Continue the public hearing until the December 14, 2009 Planning Commission meeting. STAFF RECOMMENDATION That the Planning Commission recommend City Council approval of the revised Flood Plain Overlay District ordinance. Attachments: Proposed Flood Plain Overlay District ordinance New Flood Insurance Rate Maps for the City of Stillwater (8 pages) ORDINANCE NO.: AN ORDINANCE AMENDING THE CITY CODE BY CHANGING §31-010, ENTITLED "DEFINITIONS" AND BY CHANGING §31-400, ENTITLED "FLOOD PLAIN OVERLAY DISTRICT" THE CITY COUNCIL OF THE CITY OF STILLWATER DOES ORDAIN: 1. Amending. A. §31-010, Definitions is amended by striking 4, 17, 32, 40, 51, 57, 58, 59, 60, 62, 63, 67, 79, 106, 108, 111, 119, 125, 128, 129, 153, 156, 159, 160, and 171 and by adding the following: 4. Accessory Use or Structure when found in Section 31-400 (Floodplain overlay district) means a use or structure on the same lot with, and of a nature customarily incidental and subordinate to, the principal use or structure. 17. Basement when found in Section 31-400 (Floodplain overlay district) means any area of a structure, including crawl spaces, having its floor or base subgrade (below ground level) on all four sides, regardless of the depth of excavation below ground level. 32. Conditional use in Section 31-400 (Floodplain overlay district) means a specific type of structure or land use listed in the official control that may be allowed but only after an in-depth review procedure and with appropriate conditions or restrictions as provided in the official zoning controls or building codes and upon a finding that: (a) Certain conditions as detailed in the zoning ordinance exist. (b) The structure and/or land use conform to the comprehensive land use plan if one exists and are compatible with the existing neighborhood. When found in Section 31-402 (Shoreland Management overlay district) conditional use means a land use or development as defined by ordinance that would not be appropriate generally, but may be allowed with appropriate restrictions as provided by official controls upon a finding that certain conditions as detailed in this chapter exist, the use or development conforms to the comprehensive land use plan of the community and the use is compatible with the existing neighborhood. 40. Development when found in Section 31-522 (Tree and Forest Protection) development means the construction, addition, installation or alteration of any structure, the extraction, clearing or other alteration of land or the division of land into two or more parcels, for the purpose of transfer of title or building development. Major 1 11/4/09 — Version #3 development means any planned unit development, subdivision and any other development of more than 15 units or larger. 51. Equal Degree of Encroachment means a method of determining the location of floodway boundaries so that flood plain lands on both sides of a stream are capable of conveying a proportionate share of flood flows. 57. Flood means a temporary increase in the flow or stage of a stream or in the stage of a wetland or lake that results in the inundation of normally dry areas. 58. Flood Frequency means the frequency for which it is expected that a specific flood stage or discharge may be equaled or exceeded. For the St. Croix River, the flood fringe includes the floodplain area between the ordinary high-water mark of the river and the outer limits of the floodplain. 59. Flood Fringe means that portion of the flood plain outside of the floodway. Flood fringe is synonymous with the teiiii "floodway fringe" used in the Flood Insurance Study for Washington County, Minnesota and Incorporated Areas. 60 Flood Plain means the beds proper and the areas adjoining a wetland, lake or watercourse which have been or hereafter may be covered by the regional flood. 62. ` Flood Proofing means a combination of structural provisions, changes, or adjustments to properties and structures subject to flooding, primarily for the reduction or elimination of flood damages. 63. Floodway means the bed of a wetland or lake and the channel of a watercourse and those portions of the adjoining flood plain which are reasonably required to carry or store the regional flood discharge. For the St. Croix River, the floodway is defined as the river or lake area delineated by the ordinary high-water mark. 96.3 Lowest Floor means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, used solely for parking of vehicles, building access, or storage in an area other than a basement area, is not considered a building's lowest floor. 96.8 Manufactured Home, when found in Section 31-400, means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term "manufactured home" does not include the term "recreational vehicle." 108. Obstruction means any dam, wall, wharf, embankment, levee, dike, pile, abutment, projection, excavation, channel modification, culvert, building, wire, fence, stockpile, refuse, fill, structure, or matter in, along, across, or projecting into any channel, 2 11/4/09 — Version #3 watercourse, or regulatory flood plain which may impede, retard, or change the direction of the flow of water, either in itself or by catching or collecting debris carried by such water. 111. Ordinary high-water mark means a mark delineating the highest water level that has been maintained for a sufficient period of time to leave evidence upon the landscape. The ordinary high-water mark is usually the point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. In Section 31-400 (Floodplain Overlay District) the ordinary high-water mark is 679.5 feet above mean sea level (AMSL) for the St. Croix River, 857.0 feet AMSL for Lake McKusick, and 848.0 feet AMSL for Lily Lake. In Section 31-401 (St. Croix River overlay district), in areas where the ordinary high-water mark is not evident, setbacks are measured from the stream bank of the following water bodies that have peinianent flow or open water; the main channel, adjoining side channels, backwaters and sloughs. 119. Principal Use or Structure means all uses or structures that are not accessory uses or structures. 125. Reach means a hydraulic engineering term to describe a longitudinal segment of a stream or river influenced by a natural or man-made obstruction. In an urban area, the segment of a stream or river between two consecutive bridge crossings would most typically constitute a reach. 127.5 Recreational Vehicle means a vehicle that is built on a single chassis, is 400 square feet or less when measured at the largest horizontal projection, is designed to be self-propelled or peiuianently towable by a light duty truck, and is designed primarily not for use as a peiivanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use. For the purposes of this Chapter, the teiiu recreational vehicle shall be synonymous with the term travel trailer/travel vehicle. 128. Regional Flood means a flood which is representative of large floods known to have occurred generally in Minnesota and reasonably characteristic of what can be expected to occur on an average frequency in the magnitude of the 100-year recurrence interval. Regional flood is synonymous with the term "base flood" used in a flood insurance study. 129. Regulatory Flood Protection Elevation means the regulatory flood protection elevation shall be an elevation no lower than one foot above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the flood plain that result from designation of a floodway. 156. Structure means anything constructed or erected by humans except for fences or walls or decks 18 inches or less in height. In Section 31-400 (Floodplain overlay district) - 3 11/4/09 — Version #3 structure means anything constructed or erected on the ground or attached to the ground or on -site utilities, including, but not limited to, buildings, factories, sheds, detached garages, cabins, manufactured homes, recreational vehicles not meeting the exemption criteria specified in Section 31-400 Subd. 9(c)(1) of this Chapter and other similar items. In Section 31-401 (St. Croix River overlay district) structure means any building or appurtenance thereto, including garages, decks, docks and stairways, except transmission services. In Section 31-402 (Shoreland Management overlay district) structure means any building or appurtenance, including decks, except aerial or underground utility lines, such as sewer, electric, telephone, telegraph, gas lines, tower, poles and other supporting facilities. In Section 31-526 (Restrictive Soils), structure means any building that may provide shelter for any person, animal or item of property. In Section 31-522 (Tree and Forest Protection) structure means anything manufactured, constructed or erected that is normally attached to or positioned on land, including portable or temporary structures. 159. Substantial Damage means damage of any origin sustained by a structure where the cost of restoring the structure to its before damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. 160. Substantial Improvement means within any consecutive 365-day period, any reconstruction, rehabilitation (including normal maintenance and repair), repair after damage, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage," regardless of the actual repair work performed. The terlii does not, however, include either: (a) Any project for improvement of a structure to correct existing violations of state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions. (b) Any alteration of a "historic structure," provided that the alteration will not preclude the structure's continued designation as an "historic structure." For the purpose of this Section 31-400 of this Chapter, "historic structure" shall be: 1. As defined in 44 Code of Federal Regulations, Part 59.1. or 2. Locally designated as an individual property or as a contributing element of a historic district by the City Council through the process established by the Stillwater Heritage Preservation ordinance. The Stillwater Heritage Preservation Commission was certified by the State Historic Preservation Office and the Department of Interior on January 29, 1988. 171. Variance when found in Section 31-400 (Floodplain overlay district) means a modification of a specific permitted development standard required in an official control including this Ordinance to allow an alternative development standard not stated as acceptable in the official control, but only as applied to a particular property 11/4/09 — Version #3 for the purpose of alleviating a hardship, practical difficulty or unique circumstance as defined and elaborated upon in a community's respective planning and zoning enabling legislation. In Section 31-401 (St. Croix River overlay district) variance means any modification or variation of the dimensional standards, or other requirements of the St. Croix River overlay district where it is determined that, because of hardships, strict enforcement of the dimensional standards or other requirements is impractical. B. §31-400, Floodplain overlay district is struck in it entirety and replaced the following: SEC. 31-400. FLOODPLAIN OVERLAY DISTRICT Floodplain control in the Floodplain overlay district shall be affected as follows: Subd. 1. STATUTORY AUTHORIZATION, FINDINGS OF FACT AND PURPOSE (a) Statutory Authorization: The legislature of the State of Minnesota has, in Minnesota Statutes, Chapters 103F and 462 delegated the responsibility to local government units to adopt regulations designed to minimize flood losses. Therefore, the City Council of the City of Stillwater, Minnesota does ordain as follows: (b) Findings of Fact: (1) The flood hazard areas of the City of Stillwater, Minnesota are subject to periodic inundation which results in potential loss of life, loss of property, health and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures or flood protection and relief, and impaiiinent of the tax base, all of which adversely affect the public health, safety, and general welfare. (2) Methods Used to Analyze Flood Hazards. This Section is based upon a reasonable method of analyzing flood hazards which is consistent with the standards established by the Minnesota Department of Natural Resources. (3) National Flood Insurance Program Compliance. This Section is adopted to comply with the rules and regulations of the National Flood Insurance Program codified as 44 Code of Federal Regulations Parts 59 -78, as amended, so as to maintain the community's eligibility in the National Flood Insurance Program. (c) Statement of Purpose: It is the purpose of this Section to promote the public health, safety, and general welfare and to minimize those losses described in Subd. 1(b)(1) by provisions contained herein. Subd. 2. GENERAL PROVISIONS (a) Lands to Which Section 31-400 Applies: This Section shall apply to all lands within the jurisdiction of the City of Stillwater, Minnesota shown on the Official Zoning Map - 5 - 11/4/09 — Version #3 and/or the attachments thereto as being located within the boundaries of the Floodway, Flood Fringe, or General Flood Plain Districts. (b) Establishment of Official Zoning Map: The Official Zoning Map together with all materials attached thereto is hereby adopted by reference and declared to be a part of this Section. The attached material shall include the Flood Insurance Study for Washington County, Minnesota and Incorporated Areas and Flood Insurance Rate Map Panels therein numbered 27163CO253E, 27163CO254E, 27163CO258E, 27163CO261E, 27163CO262E, and 27163CO266E, all dated February 3, 2010 and prepared by the Federal Emergency Management Agency. The Official Zoning Map shall be on file in the Office of the City Clerk and the Community Development Department. (c) Regulatory Flood Protection Elevation: The regulatory flood protection elevation shall be an elevation no lower than one foot above the elevation of the regional flood plus any increases in flood elevation caused by encroachments on the flood plain that result from designation of a floodway. (d) Interpretation: (1) In their interpretation and application, the provisions of this Section shall be held to be minimum requirements and shall be liberally construed in favor of the City and shall not be deemed a limitation or repeal of any other powers granted by state statutes. (2) The boundaries of the zoning districts shall be determined by scaling distances on the Official Zoning Map. Where interpretation is needed as to the exact location of the boundaries of the district as shown on the Official Zoning Map, as for example where there appears to be a conflict between a mapped boundary and actual field conditions and there is a foiuial appeal of the decision of the Community Development Director, the Board of Adjustment shall make the necessary interpretation. All decisions will be based on elevations on the regional (100-year) flood profile, the ground elevations that existed on the site at the time the City adopted its initial floodplain ordinance or on the date of the first National Flood Insurance Program map showing the area within the 100-year floodplain if earlier, and other available technical data. Persons contesting the location of the district boundaries shall be given a reasonable opportunity to present their case to the Board of Adjustment and to submit technical evidence. (e) Abrogation and Greater Restrictions: It is not intended by this Section to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this Section imposes greater restrictions, the provisions of this Section shall prevail. (f) Warning and Disclaimer of Liability: This Section does not imply that areas outside the flood plain districts or land uses permitted within such districts will be free from flooding or flood damages. This Section shall not create liability on the part of the City of Stillwater or any officer or employee thereof for any flood damages that result from reliance on this Section or any administrative decision lawfully made thereunder. - 6 11/4/09 — Version #3 (g) Severability: If any part, clause, provision, or portion of this Section is adjudged unconstitutional or invalid by a court of competent jurisdiction, the remainder of this Section shall not be affected thereby. (h) Definitions: Unless specifically defined in the Sec. 31-101 Definitions, words or phrases used in this Section shall be interpreted so as to give them the same meaning as they have in common usage and so as to give this Section its most reasonable application. (i) Annexations: The Flood Insurance Rate Map panels adopted by reference into Subd. 2(b) above may include floodplain areas that lie outside of the corporate boundaries of the City of Stillwater at the time of adoption of this Section. If any of these floodplain land areas are annexed into the City of Stillwater after the date of adoption of this Section, the newly annexed floodplain lands shall be subject to the provisions of this section immediately upon the date of annexation into the City of Stillwater. Subd. 3. ESTABLISHMENT OF ZONING DISTRICTS (a) Districts: (1) Floodway District. For lakes, the Floodway District shall include those areas designated as Zone AE and Zone A on the Flood Insurance Rate Map panels adopted in Subd.2(b) that are below the ordinary high water level as defined in Minnesota Statutes, Section 103G.005, subdivision 14 and listed in City Code Section 31-101 #111. For other areas, the Floodway District shall include those areas designated as floodway on the Flood Insurance Rate Map adopted in Subd.2(b). (2) Flood Fringe District. For lakes, the Flood Fringe District shall include those areas designated as Zone AE and Zone A on the Flood Insurance Rate Map panels adopted in Subd.2(b) that are below the 100-year flood elevation but above the ordinary high water level as defined in Minnesota Statutes, Section 103G.005, subdivision 14 and listed in City Code Section 31-101 #111. For other areas, the Flood Fringe District shall include those areas designated as floodway fringe and shall include those areas shown on the Flood Insurance Rate Map as adopted in Subd.2(b) as being within Zones AE but being located outside of the floodway. (3) General Flood Plain District. The General Flood Plain District shall include those areas designated as Zone A or Zones AE without a floodway on the Flood Insurance Rate Map adopted in Subd.2(b), which are not subject to criteria mentioned in Subd.3(a)1 and Subd.3(a)2 above. (b) Compliance: No new structure or land shall hereafter be used and no structure shall be constructed, located, extended, converted, or structurally altered without full compliance with the terms of this Section and other applicable regulations which apply to uses within the jurisdiction of this Section. Within the Floodway, Flood Fringe and General Flood Plain Districts, all uses not listed as permitted uses or conditional uses in Subd. 4, 5, and 7 11/4/09 — Version #3 6 that follow, respectively, shall be prohibited. In addition, a caution is provided here that: (1) New manufactured homes, replacement manufactured homes and certain travel trailers and travel vehicles are subject to the general provisions of this Section and specifically Subd. 9. (2) Modifications, additions, structural alterations, normal maintenance and repair, or repair after damage to existing nonconforming structures and nonconforming uses of structures or land are regulated by the general provisions of this Section and specifically Subd. 11. (3) As -built elevations for elevated or flood proofed structures must be certified by ground surveys and flood proofing techniques must be designed and certified by a registered professional engineer or architect as specified in the general provisions of this Section and specifically as stated in Subd. 10 of this Section. Subd. 4. FLOODWAY DISTRICT (FW) (a) Permitted Uses: (1) General farming, pasture, grazing, outdoor plant nurseries, horticulture, truck farming, forestry, sod fai iiiing, and wild crop harvesting. (2) Parking areas. (3) Private and public golf courses, tennis courts, driving ranges, archery ranges, picnic grounds, boat launching ramps, swimming areas, parks, wildlife and nature preserves, game farms, and fishing areas, and single or multiple purpose recreational trails. (4) Residential lawns, gardens, parking areas, and play areas. (b) Standards for Floodway Permitted Uses: (1) The use shall have a low flood damage potential. (2) The use shall be permissible to the extent that the use is not prohibited by any other local law, ordinance, or in the underlying zoning district. (3) The use shall not obstruct flood flows or increase flood elevations and shall not involve structures, fill, obstructions, excavations or storage of materials or equipment. (c) Conditional Uses: (1) Structures accessory to the uses listed in Subd. 4(a) and the uses listed in Subd. 4(c)(2)-(8). 8 - 11/4/09 — Version #3 (2) Extraction of sand, gravel, and other materials. (3) Marinas, boat rentals, docks, piers, wharves, and water control structures. (4) Railroads, streets, bridges, utility transmission lines, and pipelines. (5) Storage yards for equipment, machinery, or materials. (6) Placement of fill or construction of fences. (7) Recreational vehicles either on individual lots of record or in existing or new subdivisions or commercial or condominium type campgrounds, subject to the exemptions and provisions of Subd. 9(c) of this Section. (8) Structural works for flood control such as levees, dikes and floodwalls constructed to any height where the intent is to protect individual structures and levees or dikes where the intent is to protect agricultural crops for a frequency flood event equal to or less than the 10-year frequency flood event. (d) Standards for Floodway Conditional Uses: (1) All Uses. No structure (temporary or peiinanent), fill (including fill for roads and levees), deposit, obstruction, storage of materials or equipment, or other uses may be allowed as a conditional use that will cause any increase in the stage of the 100-year or regional flood or cause an increase in flood damages in the reach or reaches affected. (2) All floodway conditional uses shall be subject to the procedures and standards contained in Subd. 10(d) of this Section. (3) The conditional use shall be permissible to the extent that the use is not prohibited by any other local law, ordinance, or in the underlying zoning district. (4) Fill: i. Fill, dredge spoil, and all other similar materials deposited or stored in the flood plain shall be protected from erosion by vegetative cover, mulching, riprap or other acceptable method. ii. Dredge spoil sites and sand and gravel operations shall not be allowed in the floodway unless a long-term site development plan is submitted which includes an erosion/sedimentation prevention element to the plan. iii. As an alternative, and consistent with Subd. 4(d)(4)ii immediately above, dredge spoil disposal and sand and gravel operations may allow temporary, on -site - 9 11/4/09 — Version #3 storage of fill or other materials which would have caused an increase to the stage of the 100-year or regional flood but only after the City has received an appropriate plan which assures the removal of the materials from the floodway based upon the flood warning time available. The conditional use permit must be title registered with the property in the Office of the County Recorder. (5) Accessory Structures: i. Accessory structures shall not be designed for human habitation. ii. Accessory structures, if permitted, shall be constructed and placed on the building site so as to offer the minimum obstruction to the flow of flood waters: a. Whenever possible, structures shall be constructed with the longitudinal axis parallel to the direction of flood flow; and b. So far as practicable, structures shall be placed approximately on the same flood flow lines as those of adjoining structures. iii. Accessory structures shall be elevated on fill or structurally dry flood proofed in accordance with the FP-1 or FP-2 flood proofing classifications in the State Building Code. As an alternative, an accessory structure may be flood proofed to the FP-3 or FP-4 flood proofing classification in the State Building Code provided the accessory structure constitutes a minimal investment, does not exceed 500 square feet in size at its largest projection, and for a detached garage, the detached garage must be used solely for parking of vehicles and limited storage. All flood proofed accessory structures must meet the following additional standards: a. The structure must be adequately anchored to prevent flotation, collapse or lateral movement of the structure and shall be designed to equalize hydrostatic flood forces on exterior walls; b. Any mechanical and utility equipment in a structure must be elevated to or above the regulatory flood protection elevation or properly flood proofed; and c. To allow for the equalization of hydrostatic pressure, there must be a minimum of two "automatic" openings in the outside walls of the structure having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding. There must be openings on at least two sides of the structure and the bottom of all openings must be no higher than one foot above the lowest adjacent grade to the structure. Using human intervention to open a garage door prior to flooding will not satisfy this requirement for automatic openings. (6) Storage of Materials and Equipment: - 10 - 11/4/09 — Version #3 i. The storage or processing of materials that are, in time of flooding, flammable, explosive, or potentially injurious to human, animal, or plant life is prohibited. ii. Storage of other materials or equipment may be allowed if readily removable from the area within the time available after a flood warning and in accordance with a plan approved by the City Council. (7) Structural works for flood control that will change the course, current or cross section of protected wetlands or public waters shall be subject to the provisions of Minnesota Statute, Chapter 103G. Community -wide structural works for flood control intended to remove areas from the regulatory flood plain shall not be allowed in the floodway. (8) A levee, dike or floodwall constructed in the floodway shall not cause an increase to the 100-year or regional flood and the technical analysis must assume equal conveyance or storage loss on both sides of a stream. Subd. 5. FLOOD FRINGE DISTRICT (FF) (a) Permitted Uses: Permitted uses shall be those uses of land or structures listed as permitted uses in the underlying zoning use district(s). All peiinitted uses shall comply with the standards for Flood Fringe District "Permitted Uses" listed in Subd. 5(b) and the "Standards for all Flood Fringe Uses" listed in Subd. 5(e). (b) Standards for Flood Fringe Permitted Uses: (1) All structures, including accessory structures, must be elevated on fill so that the lowest floor including basement floor is at or above the regulatory flood protection elevation. The finished fill elevation for structures shall be no lower than one (1) foot below the regulatory flood protection elevation and the fill shall extend at such elevation at least fifteen (15) feet beyond the outside limits of the structure erected thereon. (2) As an alternative to elevation on fill, accessory structures that constitute a minimal investment and that do not exceed 500 square feet at its largest projection may be internally flood proofed in accordance with Subd. 4(d)(5)iii. (3) The cumulative placement of fill where at any one time in excess of one -thousand (1,000) cubic yards of fill is located on the parcel or development site, whichever is larger, shall be allowable only as a conditional use, unless said fill is specifically intended to elevate a structure in accordance with Subd.5(b)(1) of this section. (4) The storage of any materials or equipment shall be elevated on fill to the regulatory flood protection elevation. (5) The provisions of Subd. 5(e) of this Section shall apply. - 11 - 11/4/09 — Version #3 (c) Conditional Uses: Any structure that is not elevated on fill or flood proofed in accordance with Subd. 5(b)(1)-(2) and or any use of land that does not comply with the standards in Subd. 5(b)(3)-(4) shall only be allowable as a conditional use. An application for a conditional use shall be subject to the standards and criteria and evaluation procedures specified in Subd. 5(d)-(e) and Subd. 10(d) of this Section. (d) Standards for Flood Fringe Conditional Uses: (1) Alternative elevation methods other than the use of fill may be utilized to elevate a structure's lowest floor above the regulatory flood protection elevation. These alternative methods may include the use of stilts, pilings, parallel walls, etc., or above -grade, enclosed areas such as crawl spaces or tuck under garages. The base or floor of an enclosed area shall be considered above -grade and not a structure's basement or lowest floor if: 1) the enclosed area is above -grade on at least one side of the structure; 2) it is designed to internally flood and is constructed with flood resistant materials; and 3) it is used solely for parking of vehicles, building access or storage. The above -noted alternative elevation methods are subject to the following additional standards: i. Design and Certification - The structure's design and as -built condition must be certified by a registered professional engineer or architect as being in compliance with the general design standards of the State Building Code and, specifically, that all electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities must be at or above the regulatory flood protection elevation or be designed to prevent flood water from entering or accumulating within these components during times of flooding. ii. Specific Standards for Above -grade, Enclosed Areas - Above -grade, fully enclosed areas such as crawl spaces or tuck under garages must be designed to internally flood and the design plans must stipulate: a. A minimum area of openings in the walls where internal flooding is to be used as a flood proofing technique. There shall be a minimum of two openings on at least two sides of the structure and the bottom of all openings shall be no higher than one -foot above grade. The automatic openings shall have a minimum net area of not less than one square inch for every square foot of enclosed area subject to flooding unless a registered professional engineer or architect certifies that a smaller net area would suffice. The automatic openings may be equipped with screens, louvers, valves, or other coverings or devices provided that they permit the automatic entry and exit of flood waters without any form of human intervention; and b. That the enclosed area will be designed of flood resistant materials in accordance with the FP-3 or FP-4 classifications in the State Building Code and shall be used solely for building access, parking of vehicles or storage. - 12 - 11/4/09 — Version #3 (2) Basements, as defined by Section 31-101 #17, shall be subject to the following: i. Residential basement construction shall not be allowed below the regulatory flood protection elevation, except as authorized in Subd. 5(d)(7) of this Section. (3) ii. Non-residential basements may be allowed below the regulatory flood protection elevation provided the basement is structurally dry flood proofed in accordance with Subd. 5(d)(3) of this Section, except as authorized in Subd. 5(d)(7) of this Section. Except as authorized in Subd. 5(d)(7) of this Section, all areas of non residential structures including basements to be placed below the regulatory flood protection elevation shall be flood proofed in accordance with the structurally dry flood proofing classifications in the State Building Code. Structurally dry flood proofing must meet the FP-1 or FP-2 flood proofing classification in the State Building Code and this shall require making the structure watertight with the walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy. Structures flood proofed to the FP-3 or FP-4 classification shall not be permitted, except as authorized in Subd. 5(d)(7) of this Section. (4) When at any one time more than 1,000 cubic yards of fill or other similar material is located on a parcel for such activities as on -site storage, landscaping, sand and gravel operations, landfills, roads, dredge spoil disposal or construction of flood control works, an erosion/sedimentation control: plan must be submitted unless the community is enforcing a state approved shoreland management ordinance. In the absence of a state approved shoreland ordinance, the plan must clearly specify methods to be used to stabilize the fill on site for a flood event at a minimum of the 100-year or regional flood event. The plan must be prepared and certified by a registered professional engineer or other qualified individual acceptable to the City. The plan may incorporate alternative procedures for removal of the material from the flood plain if adequate flood warning time exists. (5) Storage of Materials and Equipment: i. The storage or processing of materials that are, in time of flooding, flammable, explosive, or potentially injurious to human, animal, or plant life is prohibited. ii. Storage of other materials or equipment may be allowed if readily removable from the area within the time available after a flood warning and in accordance with a plan approved by the City. (6) The provisions of Subd. 5(e) of this Section shall also apply. (7) When the Federal Emergency Management Agency has issued a letter of map revision/fill for vacant parcels of land elevated by fill to the 100-year flood elevation, - 13 - 11/4/09 — Version #3 the area elevated by fill remains subject to the provisions of this Section 31-400. A structure may be placed on the area elevated by fill with the lowest floor below the regulatory flood protection elevation provided the structure meets the provisions of i. and ii. below: i. No floor level or portion of a structure that is below the regulatory flood protection elevation may be used as habitable space or for storage of any property, materials, or equipment that might constitute a safety hazard when contacted by flood waters. Habitable space (room) is defined as any space in a structure used for living, sleeping, eating, or cooking. Bathrooms, toilet compartments, closets, halls, storage rooms, laundry or utility space, and similar areas, are not considered habitable space. ii. For residential and non residential structures the basement floor may be placed below the Regulatory Flood Protection Elevation, provided: a. The top of the immediate floor above any basement area is placed at or above the Regulatory Flood Protection Elevation, and b. Any area of the structure placed below the Regulatory Flood Protection Elevation shall meet the "Reasonably Safe From Flooding" standards in the Federal Emergency Management Agency's (FEMA) publication entitled "Ensuring that Structures Built on Fill In or Near Special Flood Hazard Areas Are Reasonably Safe From Flooding" Technical Bulletin 10-01 a copy of which is hereby adopted by reference and made a part of this Section 31-400. In accordance with the provisions of this Section 31-400, the applicant must submit documentation that the structure is designed and built in accordance with either the "Simplified Approach" or "Engineered Basement Option" found in the above -cited FEMA publication. c. If the ground surrounding the lowest adjacent grade to the structure is not at or above the regulatory flood protection elevation, then any portion of the structure that is below the regulatory flood protection elevation must be flood - proofed consistent with any of the FP-1 through FP- 4 flood -proofing classifications found in the State Building Code. (e) Standards for All Flood Fringe Uses: (1) All new principal structures must have vehicular access at or above an elevation not more than two (2) feet below the regulatory flood protection elevation. If a variance to this requirement is granted, the Board of Adjustment must specify limitations on the period of use or occupancy of the structure for times of flooding and only after determining that adequate flood warning time and local flood emergency response procedures exist. - 14 - 11/4/09 — Version #3 (2) Commercial Uses - accessory land uses, such as yards, railroad tracks, and parking lots may be at elevations lower than the regulatory flood protection elevation. However, a permit for such facilities to be used by the employees or the general public shall not be granted in the absence of a flood warning system that provides adequate time for evacuation if the area would be inundated to a depth and velocity such that when multiplying the depth (in feet) times velocity (in feet per second) the product number exceeds four (4) upon occurrence of the regional flood. (3) Manufacturing and Industrial Uses - measures shall be taken to minimize interference with nonual plant operations especially along streams having protracted flood durations. Certain accessory land uses such as yards and parking lots may be at lower elevations subject to requirements set out in Subd. 5(e)(2) above. In considering permit applications, due consideration shall be given to needs of an industry whose business requires that it be located in flood plain areas. (4) Fill shall be properly compacted and the slopes shall be properly protected by the use of riprap, vegetative cover or other acceptable method. The Federal Emergency Management Agency (FEMA) has established criteria for removing the special flood hazard area designation for certain structures properly elevated on fill above the 100- year flood elevation - FEMA's requirements incorporate specific fill compaction and side slope protection standards for multi -structure or multi -lot developments. These standards should be investigated prior to the initiation of site preparation if a change of special flood hazard area designation will be requested. (5) Flood plain developmentsshall not adversely affect the hydraulic capacity of the channel and adjoining flood plain of any tributaryy watercourse or drainage system where a floodway or other encroachment limit has not been specified on the Official Zoning Map. (6) Standards for recreational vehicles are contained in Subd. 9(c). (7) All manufactured homes must be securely anchored to an adequately anchored foundation system that resists flotation, collapse and lateral movement. Methods of anchoring may include, but are not to be limited to, use of over -the -top or frame ties to ground anchors. This requirement is in addition to applicable state or local anchoring requirements for resisting wind forces. Subd. 6. GENERAL FLOOD PLAIN DISTRICT (a) Permissible Uses: (1) The uses listed in Subd. 4(a) of this Section shall be permitted uses. (2) All other uses shall be subject to the floodway/flood fringe evaluation criteria pursuant to Subd. 6(b) below. Subd. 4 shall apply if the proposed use is in the - 15 - 11/4/09 — Version #3 Floodway District and Subd. 5 shall apply if the proposed use is in the Flood Fringe District. (b) Procedures for Floodway and Flood Fringe Deteiiiiinations Within the General Flood Plain District. (1) Upon receipt of an application for a permit or other approval within the General Flood Plain District, the applicant shall be required to furnish such of the following information as is deemed necessary by the Community Development Director for the determination of the regulatory flood protection elevation and whether the proposed use is within the Floodway or Flood Fringe District. i. A typical valley cross-section(s) showing the channel of the stream, elevation of land areas adjoining each side of the channel, cross -sectional areas to be occupied by the proposed development, and high water information. ii. Plan (surface view) showing elevations or contours of the ground, pertinent structure, fill, or storage elevations, the size, location, and spatial arrangement of all proposed and existing structures on the site, and the location and elevations of streets. iii. Photographs showing existing land uses, vegetation upstream and downstream, and soil types. iv. Profile showing the slope of the bottom of the channel or flow line of the stream for at least 500 feet in either direction from the proposed development. (2) The applicant shall be responsible to submit one copy of the above infounation to a designated engineer or other expert person or agency for technical assistance in determining whether the proposed use is in the Floodway or Flood Fringe District and to determine the regulatory flood protection elevation. Procedures consistent with Minnesota Regulations 1983, Parts 6120.5000 - 6120.6200 and 44 Code of Federal Regulations Part 65 shall be followed in this expert evaluation. The designated engineer or expert is strongly encouraged to discuss the proposed technical evaluation methodology with the respective Department of Natural Resources' Area Hydrologist prior to commencing the analysis. The designated engineer or expert shall: i. Estimate the peak discharge of the regional flood. ii. Calculate the water surface profile of the regional flood based upon a hydraulic analysis of the stream channel and overbank areas. iii. Compute the floodway necessary to convey or store the regional flood without increasing flood stages more than 0.5 foot. A lesser stage increase than 0.5 foot shall be required if, as a result of the additional stage increase, increased flood - 16 - 11/4/09 — Version #3 damages would result. An equal degree of encroachment on both sides of the stream within the reach shall be assumed in computing floodway boundaries. (3) The Community Development Director shall present the technical evaluation and findings of the designated engineer or expert to the City Council. The City Council must formally accept the technical evaluation and the recommended Floodway and/or Flood Fringe District boundary or deny the permit application. The City Council, prior to official action, may submit the application and all supporting data and analyses to the Federal Emergency Management Agency, the Department of Natural Resources or the Planning Commission for review and comment. Once the Floodway and Flood Fringe District Boundaries have been determined, the City Council shall refer the matter back to the Community Development Director who shall process the permit application consistent with the applicable provisions of Subd. 4 and 5 of this Section. Subd. 7. SUBDIVISIONS (a) Review Criteria: No land shall be subdivided which is unsuitable for the reason of flooding, inadequate drainage, water supply or sewage treatment facilities. All lots within the flood plain districts shall be able to contain a building site outside of the Floodway District at or above the regulatory flood protection elevation. All subdivisions shall have water and sewage treatment facilities that comply with the provisions of this Section and have road access both to the subdivision and to the individual building sites no lower than two feet below the regulatory flood protection elevation. For all subdivisions in the flood plain, the Floodway and Flood Fringe District boundaries; the regulatory flood protection elevation and the required elevation of all access roads shall be clearly labeled on all required subdivision drawings and platting documents. (b) Floodway/Flood Fringe Determinations in the General Flood Plain District: In the General Flood Plain District, applicants shall provide the information required in Subd. 6(b) of this Section to determine the 100-year flood elevation, the Floodway and Flood Fringe District boundaries and the regulatory flood protection elevation for the subdivision site. (c) Removal of Special Flood Hazard Area Designation: The Federal Emergency Management Agency (FEMA) has established criteria for removing the special flood hazard area designation for certain structures properly elevated on fill above the 100-year flood elevation. FEMA's requirements incorporate specific fill compaction and side slope protection standards for multi -structure or multi -lot developments. These standards should be investigated prior to the initiation of site preparation if a change of special flood hazard area designation will be requested. Subd. 8. PUBLIC UTILITIES, RAILROADS, ROADS, AND BRIDGES - 17 - 11/4/09 — Version #3 (a) Public Utilities. All public utilities and facilities such as gas, electrical, sewer, and water supply systems to be located in the flood plain shall be flood proofed in accordance with the State Building Code or elevated to above the regulatory flood protection elevation. (b) Public Transportation Facilities. Railroad tracks, roads, and bridges to be located within the flood plain shall comply with Subd. 4 and 5 of this Section. Elevation to the regulatory flood protection elevation shall be provided where failure or interruption of these transportation facilities would result in danger to the public health or safety or where such facilities are essential to the orderly functioning of the area. Minor or auxiliary roads or railroads may be constructed at a lower elevation where failure or interruption of transportation services would not endanger the public health or safety. (c) On -site Sewage Treatment and Water Supply Systems: Where public utilities are not provided: 1) On -site water supply systems must be designed to minimize or eliminate infiltration of flood waters into the systems; and 2) New or replacement on -site sewage treatment systems must be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters and they shall not be subject to impairment or contamination during times of flooding. Any sewage treatment system designed in accordance with the State's current statewide standards for on -site sewage treatment systems shall be determined to be in compliance with this Section. Subd. 9. MANUFACTURED HOMES AND MANUFACTURED HOME PARKS AND PLACEMENT OF RECREATIONAL VEHICLES. (a) New manufactured home parks and expansions to existing manufactured home parks shall be subject to the provisions placed on subdivisions by Subd. 7 of this Section. (b) The placement of new or replacement manufactured homes in existing manufactured home parks or on individual lots of record that are located in flood plain districts will be treated as a new structure and may be placed only if elevated in compliance with Subd. 5 of this Section. If vehicular road access for pre-existing manufactured home parks is not provided in accordance with Subd. 5(e)(1), then replacement manufactured homes will not be allowed until the property owner(s) develops a flood warning emergency plan acceptable to the City. (1) All manufactured homes must be securely anchored to an adequately anchored foundation system that resists flotation, collapse and lateral movement. Methods of anchoring may include, but are not to be limited to, use of over -the -top or frame ties to ground anchors. This requirement is in addition to applicable state or local anchoring requirements for resisting wind forces. (c) Recreational vehicles that do not meet the exemption criteria specified in Subd. 9(c)(1) below shall be subject to the provisions of this Section and as specifically spelled out in Subd. 9(c)(3)-(4) below. - 18 - 11/4/09 — Version #3 (1) Exemption - Recreational vehicles are exempt from the provisions of this Section if they are placed in any of the areas listed in Subd. 9(c)(2) below and further they meet the following criteria: i. Have current licenses required for highway use. ii. Are highway ready meaning on wheels or the internal jacking system, are attached to the site only by quick disconnect type utilities commonly used in campgrounds and recreational vehicle parks and the recreational vehicle has no permanent structural type additions attached to it. iii. The recreational vehicle and associated use must be permissible in any pre- existing, underlying zoning use district. (2) Areas Exempted For Placement of Recreational Vehicles: i. Individual lots or parcels of record. ii. Existing commercial recreational vehicle parks or campgrounds. iii. Existing condominium type associations. (3) Recreational vehicles exempted in Subd. 9(c)(1) lose this exemption when development occurs on the parcel exceeding $500 for a structural addition to the recreational vehicle or exceeding $500 for an accessory structure such as a garage or storage building. The recreational vehicle and all additions and accessory structures will then be treated as a new structure and shall be subject to the elevation/flood proofing requirements and the use of land restrictions specified in Subd. 4 and 5 of this Section. There shall be no development or improvement on the parcel or attachment to the recreational vehicle that hinders the removal of the recreational vehicle to a flood free location should flooding occur. (4) New commercial recreational vehicle parks or campgrounds and new residential type subdivisions and condominium associations and the expansion of any existing similar use exceeding five (5) units or dwelling sites shall be subject to the following: i. Any new or replacement recreational vehicle will be allowed in the Floodway or Flood Fringe Districts provided said recreational vehicle and its contents are placed on fill above the regulatory flood protection elevation and proper elevated road access to the site exists in accordance with Subd. 5(e)(1) of this Section. No fill placed in the floodway to meet the requirements of this Section shall increase flood stages of the 100-year or regional flood. ii. All new or replacement recreational vehicles not meeting the criteria of (a) above may, as an alternative, be allowed as a conditional use if in accordance with the following provisions and the provisions of Subd. 10(d) of the Section. The - 19 - 11/4/09 — Version #3 applicant must submit an emergency plan for the safe evacuation of all vehicles and people during the 100 year flood. Said plan shall be prepared by a registered engineer or other qualified individual, shall demonstrate that adequate time and personnel exist to carry out the evacuation, and shall demonstrate the provisions of Subd. 9(c)(1)i and ii of this Section will be met. All attendant sewage and water facilities for new or replacement recreational vehicles must be protected or constructed so as to not be impaired or contaminated during times of flooding in accordance with Subd. 8(c) of this Section. Subd. 10. ADMINISTRATION (a) Community Development Director: The Community Development Director or his or her designee shall administer and enforce this section. If the Community Development Director finds a violation of the provisions of this Section the Community Development Director shall notify the person responsible for such violation in accordance with the procedures stated in Subd. 12 of the Section. (b) Permit Requirements: (1) Permit Required. A Permit issued by the Community Development Director in confoiiuity with the provisions of this Section shall be secured prior to the erection, addition, modification, rehabilitation (including normal maintenance and repair), or alteration of any building, structure, or portion thereof; prior to the use or change of use of a building, structure, or land; prior to the construction of a dam, fence, or on - site septic system; prior to thechange or extension of a nonconforming use; prior to the repair of a structure that has been damaged by flood, fire, tornado, or any other source; and prior to the placement of fill, excavation of materials, or the storage of materials or equipment within the flood plain. (2) Application for Permit. Application for a peinuit shall be made in duplicate to the Community Development Director on fauns furnished by the Community Development Director and shall include the following where applicable: plans in duplicate drawn to scale, showing the nature, location, dimensions, and elevations of the lot; existing or proposed structures, fill, or storage of materials; and the location of the foregoing in relation to the stream channel. (3) State and Federal Permits. Prior to granting a permit or processing an application for a conditional use permit or variance, the Community Development Director shall determine that the applicant has obtained all necessary state and federal permits. (4) Certificate of Zoning Compliance for a New, Altered, or Nonconforming Use. It shall be unlawful to use, occupy, or permit the use or occupancy of any building or premises or part thereof hereafter created, erected, changed, converted, altered, or enlarged in its use or structure until a certificate of zoning compliance shall have been issued by the Community Development Director stating that the use of the building or land conforms to the requirements of this Section. - 20 - 11/4/09 — Version #3 (5) Construction and Use to be as Provided on Applications, Plans, Peiniits, Variances and Certificates of Zoning Compliance. Permits, conditional use peiinits, or certificates of zoning compliance issued on the basis of approved plans and applications authorize only the use, arrangement, and construction set forth in such approved plans and applications, and no other use, arrangement, or construction. Any use, arrangement, or construction at variance with that authorized shall be deemed a violation of this Section, and punishable as provided by Subd. 12 of this Section. (6) Certification. The applicant shall be required to submit certification by a registered professional engineer, registered architect, or registered land surveyor that the finished fill and building elevations were accomplished in compliance with the provisions of this Section. Flood proofing measures shall be certified by a registered professional engineer or registered architect. (7) Record of First Floor Elevation. The Community Development Director shall maintain a record of the elevation of the lowest floor (including basement) of all new structures and alterations or additions to existing structures in the flood plain. The Community Development Director shall also maintain a record of the elevation to which structures or alterations and additions to structures are flood proofed. (8) Notifications for Watercourse Alterations. The Community Development Director shall notify, in riverine situations, adjacent communities and the Commissioner of the Department of Natural Resources prior to the community authorizing any alteration or relocation of a watercourse. If the applicant has applied for a permit to work in the beds of public waters pursuant to Minnesota Statute, Chapter 103G, this shall suffice as adequate notice to the Commissioner of Natural Resources. A copy of said notification shall also be submitted to the Chicago Regional Office of the Federal Emergency Management Agency (FEMA). (9) Notification to FEMA When Physical Changes Increase or Decrease the 100-year Flood Elevation. As soon as is practicable, but not later than six (6) months after the date such supporting information becomes available, the Community Development Director shall notify the Chicago Regional Office of FEMA of the changes by submitting a copy of said technical or scientific data. (c) Board of Adjustment: (1) City Council. The City Council is the Board of Adjustment for Section 31-400. (2) Administrative Review. The Board of Adjustment shall hear and decide appeals where it is alleged there is error in any order, requirement, decision, or determination made by the Community Development Director in the enforcement or administration of this Section. - 21 - 11/4/09 — Version #3 (3) Variances. The Board of Adjustment may authorize upon appeal in specific cases such relief or variance from the teirus of this Section as will not be contrary to the public interest and only for those circumstances such as hardship, practical difficulties or circumstances unique to the property under consideration, as provided for in the enabling legislation for planning and zoning for cities. In the granting of such variance, the Board of Adjustment shall clearly identify in writing the specific conditions that existed consistent with the criteria specified in this Section, any other zoning regulations in the Community, and in the respective enabling legislation that justified the granting of the variance. No variance shall have the effect of allowing in any district uses prohibited in that district, permit a lower degree of flood protection than the regulatory flood protection elevation for the particular area, or permit standards lower than those required by state law. The following additional variance criteria of the Federal Emergency Management Agency must be satisfied: i. Variances shall not be issued within any designated regulatory floodway if any increase in flood levels during the base flood discharge would result. ii. Variances shall only be issued upon (i) a showing of good and sufficient cause, (ii) a determination that failure to grant the variance would result in exceptional hardship to the applicant, and (iii) a determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public, or conflict with existing local laws or ordinances. iii. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief. (4) Hearings. Upon filing with the Board of Adjustment of an appeal from a decision of the Community Development Director, or an application for a variance, the Board of Adjustment shall fix a reasonable time for a hearing and give due notice to the parties in interest as specified by law. The Board of Adjustment shall submit by mail to the Commissioner of Natural Resources a copy of the application for proposed variances sufficiently in advance so that the Commissioner will receive at least ten days notice of the hearing. (5) Decisions. The Board of Adjustment shall arrive at a decision on such appeal or variance within 60 days. In passing upon an appeal, the Board of Adjustment may, so long as such action is in conformity with the provisions of this Section, reverse or affirm, wholly or in part, or modify the order, requirement, decision or determination of the Community Development Director or other public official. It shall make its decision in writing setting forth the findings of fact and the reasons for its decisions. In granting a variance the Board of Adjustment may prescribe appropriate conditions and safeguards such as those specified in Subd. 10(d)(6), which are in conformity with the purposes of this Section. Violations of such conditions and safeguards, when made a part of the terms under which the variance is granted, shall be deemed a violation of this Section punishable under Subd. 12. A copy of all decisions granting - 22 - 11/4/09 — Version #3 variances shall be forwarded by mail to the Commissioner of Natural Resources within ten (10) days of such action. (6) Appeals. Appeals from any decision of the Board of Adjustment may be made, as specified in the City of Stillwater's office controls and also by Minnesota Statutes. (7) Flood Insurance Notice and Record Keeping. The Community Development Director shall notify the applicant for a variance that: 1) The issuance of a variance to construct a structure below the base flood level will result in increased premium rates for flood insurance up to amounts as high as $25 for $100 of insurance coverage and 2) Such construction below the 100-year or regional flood level increases risks to life and property. Such notification shall be maintained with a record of all variance actions. A community shall maintain a record of all variance actions, including justification for their issuance, and report such variances issued in its annual or biennial report submitted to the Administrator of the National Flood Insurance Program. (d) Conditional Uses. The City Council shall hear and decide applications for conditional uses permissible under this Section. Applications shall be submitted to the Community Development Director who shall forward the application to City Council for consideration. (1) Hearings. Upon filing with the City Council an application for a conditional use permit, the City Council shall submit by mail to the Commissioner of Natural Resources a copy of the application for proposed conditional use sufficiently in advance so that the Commissioner will receive at least ten days notice of the hearing (2) Decisions. The City Council shall arrive at a decision on a conditional use within 60 days. In granting a conditional use permit the City Council shall prescribe appropriate conditions and safeguards, in addition to those specified in Subd. 10(d)(6), which are in conformity with the purposes of this Section. Violations of such conditions and safeguards, when made a part of the terms under which the conditional use permit is granted, shall be deemed a violation of this Section punishable under Subd. 12. A copy of all decisions granting conditional use permits shall be forwarded by mail to the Commissioner of Natural Resources within ten (10) days of such action. (3) Procedures to be followed by the City Council in Passing on Conditional Use Permit Applications Within all Flood Plain Districts. i. Require the applicant to furnish such of the following information and additional information as deemed necessary by the City Council for determining the suitability of the particular site for the proposed use: a. Plans in triplicate drawn to scale showing the nature, location, dimensions, and elevation of the lot, existing or proposed structures, fill, storage of - 23 - 11/4/09 — Version #3 materials, flood proofing measures, and the relationship of the above to the location of the stream channel; and b. Specifications for building construction and materials, flood proofing, filling, dredging, grading, channel improvement, storage of materials, water supply and sanitary facilities. ii. Transmit one copy of the infoiniation described in Subd. 10(d)(3)i to a designated engineer or other expert person or agency for technical assistance, where necessary, in evaluating the proposed project in relation to flood heights and velocities, the seriousness of flood damage to the use, the adequacy of the plans for protection, and other technical matters. iii. Based upon the technical evaluation of the designated engineer or expert, the City Council shall determine the specific flood hazard at the site and evaluate the suitability of the proposed use in relation to the flood hazard. (4) Factors Upon Which the Decision of the City Council Shall Be Based. In passing upon conditional use applications, the City Council shall consider all relevant factors specified in other sections of this Section, and: i. The danger to life and property due to increased flood heights or velocities caused by encroachments. ii. The danger that materials may be swept onto other lands or downstream to the injury of others or they may block bridges, culverts or other hydraulic structures. iii. The proposed water supply and sanitation systems and the ability of these systems to prevent disease, contamination, and unsanitary conditions. iv. The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner. v. The importance of the services provided by the proposed facility to the community. vi. The requirements of the facility for a waterfront location. vii. The availability of alternative locations not subject to flooding for the proposed use. viii. The compatibility of the proposed use with existing development and development anticipated in the foreseeable future. ix. The relationship of the proposed use to the comprehensive plan and flood plain management program for the area. - 24 - 11/4/09 — Version #3 x. The safety of access to the property in times of flood for ordinary and emergency vehicles. xi. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters expected at the site. xii. Such other factors which are relevant to the purposes of this Section. (5) Time for Acting on Application. The City Council shall act on an application in the manner described above within 60 days from receiving the application, except that where additional information is required pursuant to Subd. 10(d)(3) of this Section. The City Council shall render a written decision within 60 days from the receipt of such additional information. (6) Conditions Attached to Conditional Use Permits. Upon consideration of the factors listed above and the purpose of this Section, the City Council shall attach such conditions to the granting of conditional use permits as it deems necessary to fulfill the purposes of this Section. Suchconditions may include, but are not limited to, the following: i. Modification of waste treatment and water supply facilities. ii. Limitations on period of use, occupancy, and operation. iii. Imposition of operational controls, sureties, and deed restrictions. iv. Requirements for construction of channel modifications, compensatory storage, dikes, levees, and other protective measures. v. Flood proofing measures, in accordance with the State Building Code and this Section. The applicant shall submit a plan or document certified by a registered professional engineer or architect that the flood proofing measures are consistent with the regulatory flood protection elevation and associated flood factors for the particular area. Subd. 11. NONCONFORMING USES (a) A structure or the use of a structure or premises which was lawful before the passage or amendment of this Section but which is not in conformity with the provisions of this Section may be continued subject to the following conditions. Historic structures, as defined in Section 31-101 #160(b), shall be subject to the provisions of Subd. 11(a)(1)- (5) of this Section. (1) No such use shall be expanded, changed, enlarged, or altered in a way that increases its nonconfotiuity. - 25 - 11/4/09 — Version #3 (2) Any structural alteration or addition to a nonconforming structure or nonconforming use which would result in increasing the flood damage potential of that structure or use shall be protected to the Regulatory Flood Protection Elevation in accordance with any of the elevation on fill or flood proofing techniques (i.e., FP-1 thru FP-4 floodproofing classifications) allowable in the State Building Code, except as further restricted in Subd. 11(a)(3) and 11(a)(6) of this Section. (3) The cost of all structural alterations or additions to any nonconforming structure over the life of the structure shall not exceed 50 percent of the market value of the structure unless the conditions of this Section are satisfied. The cost of all structural alterations and additions must include all costs such as construction materials and a reasonable cost placed on all manpower or labor. If the cost of all previous and proposed alterations and additions exceeds 50 percent of the market value of the structure, then the structure must meet the standards of Subd. 4 or 5 of this Section for new structures depending upon whether the structure is in the Floodway or Flood Fringe District, respectively. (4) If any nonconforming use is discontinued for 12 consecutive months, any future use of the building premises shall confoiiii to this Section. The Assessor shall notify the Community Development Director in writing of instances of nonconforming uses that have been discontinued for a period of 12 months. (5) If any nonconforming use or structure is substantially damaged, as defined in Section 31-101 #159, it shall not be reconstructed except in conformity with the provisions of this Section. The applicable provisions for establishing new uses or new structures in Subd. 4, 5, or 6 will apply depending upon whether the use or structure is in the Floodway, Flood Fringe or General Flood Plain District, respectively. (6) If a substantial improvement occurs, as defined in Section 31-101 #160, from any combination of a building addition to the outside dimensions of the existing building or a rehabilitation, reconstruction, alteration, or other improvement to the inside dimensions of an existing nonconforming building, then the building addition and the existing nonconforming building must meet the requirements of Subd. 4 or 5 of this Section for new structures, depending upon whether the structure is in the Floodway or Flood Fringe District, respectively. Subd. 12. PENALTIES FOR VIOLATION (a) Violation of the provisions of this Section or failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with grants of variances or conditional uses) shall constitute a misdemeanor and shall be punishable as defined by law. - 26 - 11/4/09 — Version #3 (b) Nothing herein contained shall prevent the City of Stillwater from taking such other lawful action as is necessary to prevent or remedy any violation. Such actions may include but are not limited to: (1) In responding to a suspected violations of this Section, the Community Development Director and Local Government may utilize the full array of enforcement actions available to it including but not limited to prosecution and fines, injunctions, after - the -fact peiuiits, orders for corrective measures or a request to the National Flood Insurance Program for denial of flood insurance availability to the guilty party. The Community must act in good faith to enforce these official controls and to correct violations of this Section to the extent possible so as not to jeopardize its eligibility in the National Flood Insurance Program. (2) When an violation of this Section is either discovered by or brought to the attention of the Community Development Director, the Community Development Director shall immediately investigate the situation and document the nature and extent of the violation of the official control. As soon as is reasonably possible, this information will be submitted to the appropriate Department of Natural Resources' and Federal Emergency Management Agency Regional Office along with the Community's plan of action to correct the violation to the degree possible. (3) The Community Development Director shall notify the suspected party of the requirements of this Section and all other official controls and the nature and extent of the suspected violation of these controls. If the structure and/or use is under construction or development, the Community Development Director may order the construction or developmentimmediately halted untila proper permit or approval is granted by the Community. If the construction or development is already completed, then the Community Development Director may either: (1) issue an order identifying the corrective actions that must be made within a specified time period to bring the use or structure into compliance with the official controls; or (2) notify the responsible party to apply for an after -the -fact permit/development approval within a specified period of time not to exceed 30-days. (4) If the responsible party does not appropriately respond to the Community Development Director within the specified period of time, each additional day that lapses shall constitute an additional violation of this Section and shall be prosecuted accordingly. The Community Development Director shall also upon the lapse of the specified response period notify the landowner to restore the land to the condition which existed prior to the violation of this Section. Subd. 13. AMENDMENTS The flood plain designation on the Official Zoning Map shall not be removed from flood plain areas unless it can be shown that the designation is in error or that the area has been filled to or above the elevation of the regulatory flood protection elevation and is contiguous to lands outside the flood plain. Special exceptions to this rule may be peiniitted by the Commissioner of - 27 - 11/4/09 — Version #3 Natural Resources if he deteriiiines that, through other measures, lands are adequately protected for the intended use. All amendments to this Section, including amendments to the Official Zoning Map, must be submitted to and approved by the Commissioner of Natural Resources prior to adoption. Changes in the Official Zoning Map must meet the Federal Emergency Management Agency's (FEMA) Technical Conditions and Criteria and must receive prior FEMA approval before adoption. The Commissioner of Natural Resources must be given 10-days written notice of all hearings to consider an amendment to this Section and said notice shall include a draft of the Section amendment or technical study under consideration. - 28 - 11/4/09 — Version #3 2. Saving. In all other ways, the City Code will remain in full force and effect. 3. Effective Date. This Ordinance will be in effect from and after its passage and publication according to law. Adopted by the City Council of the City of Stillwater this day of , 20 . ATTEST: Diane F. Ward, City Clerk Ken Harycki, Mayor (SEAL) - 29 - 11/4/09 — Version #3 MAP NUMBER '27163C0025E 7163C0125E 27163CO225E 27163C0020E 112010 CLEAR L.IKE MINNESOTA COMMERCIAL RAILWAY COMPANY West Tributary Hardwood Creek '27163C0050E 27163C0040E 21.10 L. 27163001007E FOREST LANE AIRPORT Tributary4 ,North Br rrr h Clearwater Creek Oh Branch Clearwater Creek South Branch Cleanoller Creek Clearwater Creek KILO EAGLE LIKE ANOKA COUNTY RAVISEV COUNTY 27163C0109E L13/201 2716300111E 112010 27163C0119E I,/12010 27163CO207E '27163C0075E '27163C0100E FOREST LIKE (NO. 82015900) 2716300126E 112010 63C0136E 1312010 27163C0127E 2/3/2010 HORSESHO LAKE 27163C0129E 139010 O.NEKA LAKE RICE LAKE 27163C0140E 1312010 27163C0138E SLIKE 2.9.2010 27163CO230E 299010 139010 C4earwoa Creek City of Dellwood City of Birchwood Villas WHITE BEAR LIKE AKE 27163C0045E 010 City of Forest Lake 27163C0131E RAS'MUSSEN POND (O..82007000) 27163C0133E 2/L2010 Hardwood Creek East Tribute Hardwood Creek BARKER LAKE MIPLEMARSH Cty of Hugo 2716300145E 0 27163C0143E 27 63C0144E 2112010 299010 27163C0065E 292010 2716300070E 112010 27163C0067E 299010 GER.IIAIN LAKE (NO. ,8200.000) 27163C0132E 199010 BONE LIKE City of Scandia H{LFBREED LIKE 27163C0086E 2/39010 27163C0069E 2nUoto 27163C0151E 27163C0152E 139010 131210 EIS LAKE (NO. P. j 82006400) & JJ R/GImomil w ROCK LAKE 2716300134E 299010 TURTLE LAKE (NO. 2003600) 27163C0153E b3120t0 NOD LAKE (NO. 82002600) 27163C0161E 2112.010 27163C0154E `•' FIST BOOT LAKE 82 urb0) 27163001066E O L32010 sea/ F1 27163C0167E 0 LINE RAILROAD PINE Browns Creek TREELIKE NG7ONNORTNER BU .$'ANTA FE,4AILWAY City of 27163CO235E Mahtomedi 292010 2716300245E City of Gant .2010 SLVN'YBROOK l4.11,.ty Q- LAKE 010. 810I3300) City of LONG P Sputgs LIKE (My ofWhite-e• Hear I aka SILVER LAKE City of Oakdale 2716300240E PANEL NOT PRINTED - AREA OUTSIDE OF COUNTY BOUNDARY LAKE OLSON (,NO. 82010300) C y of Txkd Flme AKE DE 0IOVTREVILLE (NO 81010100) ' LAKE JANE (.NO..82010400) Cs 27163C0165E 139010 27163C0160E 2716300157E Z39010 2311010 27163C0159E WEST BOOT L4K (NO. 82004400) 81G CARNELIAN LIKE (NO. 82004900) Washington County Unincorporated Aroas 2716 00267E LY20t0 2716 CO265E 27163CO255E .2010 27163CO254E 2132010 Oper free 00 LINE RAILROAD M Leu4'w Slough ST. CROIX RIVER `27163CO200E WILLIAM O'BRIEN STATE PARK POLK COU\ Y. WISCUNSIN ST CROIXCOUNTY, WISCONSIN Old Mill Stream City of Marina on St. Croix 27163C0168E 2716300169E 2/312010 22010 LITTLE CAR.\'FLIA LAKE 27163CO256E 21L2010 2716300258E 2/32010 27163CO257E0 27163CO259E 010 city of 27163CO266E 2716300267E St111w 27163CO262E 2010 `3J W2010 2716300186E ST. CROIX RIVER '27163C0300E 27163CO276E -'"V-27163CO268E HCDONALD I 2n123t0 LAKE (NO. 82001000 City of Oak Park Heights 13/2010 ST. (ROIX ISLANDS STATE RECREATION AREA UNI N PACIFIC RAILROAD 2716300269E Wohinetot county tpornt..d Ana, CLOV'ERDALE Wavh gten County SUNFISHNI NPACIFIC LIKE t nu rporated As LAKE R ILROaD (NO.82000000) (NO. 82010700) City et Bayport ST CROIX RIVER LISTING OF COMMUNITIES INITIAL NFIP MAP DATE INITIAL FIRM MOST RECENT DATE FIRM PANEL DATE LOCATED ON PANEL(S) _ AFT01 CITY OF 275226 0354, 0355, 0358, 0361, 0362, 0365, 0366, 0367,0368, 0369. 0430, 0431, 0432 APRIL 20 1972 BAYPORT, CITY OF 275229 0268, 0269, 0356, 0357 MAY 13, 7972 _ BIRCHW00DVILLAGE, GTY OF 270I20 _ - 0230, 0240 _ FEBRUARY32010 _ COTTAGE GROVE CITY OF 270502 0392.0394 0403,0405 0410 0411 0412, 0413, 0414, 0416, 0417, 0418. 0419, 0430 43e_"0440. APRIL 12,1974 DELLW000. CITY OF 270694 0230 JULY 15,1977 FOREST LIO4E, CITY OF 270693 0020, 0040, 0045, 0107, 01090126,0127, 0128, 0129, 0131. 0132, 0133, 0134 DECEMBER 16, 1977 FEBRUARY 3. 2010 FEBRUARY 3. 2010 GRANT CITY OF 270780 0230, 0235, 0240, 0245, 0253, 0255, 0261 FEBRUARY 3, 2010 FEBRUARY 3, 2010 FEBRUARY 32010_ HASi1NGS, CITY Of 270105 0430. 0451 NOVEMBER i6, 1973 JULY 16, 1960 FEBRUARY 3 2010._ -- - MAY 171974_ SEPTEMBER29,1978 FEBRUARY31010- H000,CINOF 270504 __010.9, 0117 0179.0128 0129 4133, 0134 0136. 0138, 0140 0143, 0144, 0145, 0207, 02300235_ - LAKE ELMQ, CITY OF 270505 0240� 0245, 0261, 0265, 0329, 0330, 0331, 0332, 0335, 0355 MAY 17, 1974 JULY 2, 19FEBRUARY 3-2010._FEBRUARY I9 7972 FEBRUARY 19,1972 FEBRUARY9 2010_ COMMUNITY NAME COMMUNITY NUMBER 1230.0240 JUNE 241977 MARINE ON ST. CROIX. CITY OF 270509 0159, 0160, 0166, u tot _, MARCH15,1975 NEWPORT, CITY OF 270510 0319, 0340, 0302, 0405 _ _ _ MARCH 22, 1974 OAK PARK 98106T5, CITY OF 270512_ _ 0261, 0262, 02650266, 0267, 0268, 0269__ MARCH 2219719744 OAKDALE, CITY OF _ - 270511 _ - 0240, 0329. 0330, 0335 %NESPRINGS, CITY OF _ _ 270697 _ 0240 _ - _ JULY22,1977 SCANDIA, CITY OF 270582 0045, 0065, 0067, 0069, 0070, 0086 013/0134, 0151, 0152, 0153, 0154, 0157, 0159, 0160 _ MAY 17_1982 _ ST. MARY'SPOINT_CRY OF 275247 0367,0369 _ _ _ _ _ _ FEBRUARY 26, 1972 .T. PAUL PARK, CITY OF - _ 270514 __ 0382, 0384, 0403, 0405 _ _ _ _ MARCH 291974 STILLWATER, CITY OF _ 275249 _ 0253, 0254 0250, 0261, 0262 0266 MARCH 16. 1973 - - 0134, 0144, 014 0153 0114, 0160 0161 0165 0,58 0t 7 0168 0169, 0188 0235 025fi JUNE IA. l' 270499 0254, 0255, 0256, Ube, 2i0e, 0259 2,0 _ n968 0269 C 77 WASHINGTON COUNTY - 0357, 0350, 0359. 0367.0382, 0384 0392. 0403, 0411, 04 a ens,. no., 0432. 0433, 0434, 0438, 0439, '0440 0441, 0443, 04510452,0456 WHIT& BEAR LAKE, CITY OF 270386 0240 "WILLERNIE, CITY OF 270695 0240 020006060, CITY OF 270699 0330, 0335, 0340, 0345, 0355.0361, 0365, 0405, 0410, 0430 'PANEL NOT PRINTED NO SPECIAL FLOOD HAZARD AREAS IDENTIRED MAP REPOSITORIES (Maps available for reference only, not for distribution.) AFTON, CITY OF City Hall 3033 St. Croix Trail South Afton, Minnesota 55001 BAYPORT, CITY OF: City Hall 294 North Third Street Bayport, Minnesota 55003 BIRCH WOOD VILLAGE, CITY OF: City Hall 207 Birchwood Avenue White Bear Lake. Minnesota 55110 COTTAGE GROVE, CITY OF. City Hall 7516 80th Street South Cottage Grove, Minnesota 55016 DELLWOOD, CITY OF. City Hall 111 Wildwood Road Wllefnie, Minnesota 55090 FOREST LAKE, CITY OF: City Hall 220 North Lake Street Forest Lake, Minnesota 55025 GRANT. CITY OF: City Hall 111 Wildwood Road Willernie, Minnesota 55090 HASTINGS, CITY OF'. City Hall 101 Fourth Street East Hastings, Minnesota 55033 HUGO, CITY OF: City Hall 14669 Fitzgerald Avenue North Hugo, Minnesota 55038 LAKE ELMO, CITY OF: City Hall 3800 Laverne Avenue Lake Elmo. Minnesota 55042 LAKE ST CROIX BEACH, CITY OF: City Hall 1919 Quebec Avenue South Lake SL Croix Beach Minnesota 55043 LAKELAND, CITY OF: City Hall 690 Ou roan Avenue North Lakeland,Minnesota 55043 LAKELAND SHORES CITY OF: City Hall 1858 Ramada Avenue Lakeland, Minnesota 55043 LANDFALL. CITY OF: airy Hall One Fourth Avenue Landfall, Minnesota 55128 MAHTOMEDI, CITY OF: City Hal 600 Stillwater Road Mahtomedi. Minnesota 55115 MARINE ON ST. CROIX, CITY OF: City Hall 121 Judd Street Marine on St. Croix, Minnesota 55047 NEWPORT, CITY OF: City Office 596 Seventh Avenue Newport. Minnesota 55055 OAK PARK HEIGHTS, CITY OF City Hal 14168 Oak Park Boulevard North Oak Park Heights. Minnesota 55082 OAKDALE, CITY OF'. City Hall 1584 Hadley Avenue North Oakdale. Minnesota 55128 PINE SPRINGS, CITY OF: City Hal 6145 Warner Road South Pine Springs. Minnesota 55115 SCANDIA. CITY OF: Community and Senior Center 14727 2091h Street North Scardia, Minnesota 55073 ST. MARY'S POINT, CITY OF: City Hall 16491 SL Mary's Drive South St. Marys Point, Minnesota 55043 ST. PAUL PARK, CITY OF: City Hall 600 Podland Avenue St. Paul Park, Minnesota 55071 STILLWATER, CITY OF: Clly Hall 216 Fourth Street North Stillwater. Minnesota 55082-4087 WASHINGTON COUNTY (UNINCORPORATED AREAS). County Government Center 14949 62nd Street North Stillwater, Minnesota 55082 WHITE BEAR LAKE CITY OF: City Han 4701 Highway 61 White Bear Lake Minnesota 55110 WILLERNIE CITY OF City Hall 111 Wildwood Road Willernie. Minnesota 55090 WOODBURY, CITY 0F: City Han 8301 Valley Creek Road Woodbury. Minnesota 55125 APRIL 21.1972 1EBRUARY 3,_2010 MAY 12.1972 FEBRUARY 32010_ FEBRUARY 3 2010 1BRUARY 32010- APRIL 30,1976 FUBRUARY 3 2010- FEBRUARY 3,2010 FEBRUARY 3 3010 LAKE ST. CROIX BEACH, CITY OF 275240 0367 LAKELAND, CITY OF 275238 0356, 0357, 0358, 0359, 0366, 0367 FEB RUARY9, 1972 FEBRUARY9,1972 F0BRUARY3 2010 LAKELAND SHORES, CITY OF 275239 0359 APRIL28,1972 APRIL28,1972 FEBRUARY 3,2010_ LANDFALL, CITY OF 27002v _ __ 0330 ._. _. - _FEBRUARY32010 _FEBRUARV3, 2010 FEBRU_A..RV 32010_ MAHTOMEDI CRY OF 270698 _ FEBRUARY,, 2010 FEBRUARY3 2010_ SEPTEMBER 27,1985 FEBRUARY 3 3010_ JULY 2,1980 EEBRUARY 3,2010_ APRIL 1,1962 FEBRUARY 3, 2010 FEBRUARV3, 2010 FEBRUARY 3 2010- 1EBRUARY3,2010 EEBRUARY3.2010 _ MAY 17,]982 _ FEBRUARY? 2010 _FEBRUARY 25,1972 FEBRUARY 3 2010_ JUNE 18 1980 FEBRUARY 32010 MARCH 16.1973 FEBRUARY 3 3010_. MAY 17,1982 FEBRUARY 3. 2010 JUNE 7,1974 SEPTEMBER 4,1987 ''23y271110. _ FE6 011692. 2010 FEBRUARY3, 2014 FEBRUARY3,2010 FEBRUARY 3 2010 FEBRUARY3 2010 FEBRUARY 3 2010 I WASHINGTON COUNTY, MN INDEX LOCATOR DIAGRAM 1 THIS AREA SHOWN ON INDEX SHEET 2 OF 2 I NOTE TO USER Future revisions to this FIRM Index will only be issued to communities that are located on FIRM panels being revised. This FIRM Index therefore remains valid for FIRM panels dated February 3, 2010, or earlier. Please refer to the -MOST RECENT FIRM PANEL DATE' column in the LISTING OF COMMUNITIES table to determine the most recent FIRM Index date for each community MAP DATES This FIRM Index displays the map dale for each FIRM panel at the time that this Index was printed. Because this Index may not be distributed to unaffected communities in subsequent revisions, user may determine the current map date for each FIRM panel by visiting the FEMA Map Service Center websle al ht10: Imsc.fema pow or by caning the Map Service Center al 1-800.358-9016. Commu noes annexing land on adjacent FIRM panelsmust obtain a current copy of the adjacent panel a well as the current FIRM Index. These may be ordered directly from the Map Service Center at the number listed above. 1 MAP INDEX FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS MAP INDEX SHEET 1 OF 2 PANELS PRINTED: 20, 40, 45, 65, 67, 69, 70, 86, 107, 109, 117, 119, 126, 127, 128, 129, 131, 132, 133, 134. 136, 138, 140, 143, 144. 145, 151. 152, 153, 154, 157, 159, 160, 161, 165, 166, 167, 168, 169, 188, 207, 230, 235, 240,245, 253, 254,255,256,257,258,259, 261, 262, 265, 266. 267. 268, 269,276 (SEE SHEET 2 FOR ADDITIONAL PANELS PRINTED) MAP NUMBER 27163C1ND1A EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency MAP NUMBER '27163C0325E '27163C0400E TA;VVERSLSKE Cily ofLandfell BATTLE CREEK LAKE 2716300330E 2302010 I I�J • Citycf Oakdale 271 3C0329E UNION PACIFIC RAILROAD Raleigh Creek 27163C0331E 210� 7163C0332E City of KRAMER LAKE Late. Elmo (NO..8201I700) LAKE ELMO AIRPORT 8:IY LAKE (NO. 82001100) O-- DOPY 'NS LIKE (NO. 8201I000) 716zC0355E /2010 27163C0354E 0 Valley B.ane� City of Bayport 27163C0356E 2nrzot0 Washington County -t Unincorporated ST. COIX RIVER Areas LED RAILROAD 27630057E IL RAILROAD 27163C0358E 716300359E 2800(0 :anrmr ciry ov LakelmlA City of Newpod 27163C0382E 010 .If15SISSIPP[ RIVER PACIFIC RAILWAY City of St. Paul Park Washington County Uioncorpmpled Area City of Woodbury CARVER LAKE 27163C0340E 2612010 27163C0335E MOM 27163C0345E vrtfaco COLBY LAKE 27163C0405E 2716300410E .2010 PAMM POWERS LAKE J 27163C0361E MN. 1/e rlr 2716300362E 27163C0366E 27163C0367E• 2ri12010 Silrv,oi'7 Valley Branch Valley C1 ee. Tribute,. 27163C0365E 27163C0368E 7,163C0369E MOM Cityol Afton 27163C0431E '27163C0432E 2N2010 26,2010 27163C0384E 27163C0403E 10 22R010 J 27163C0392E 2n12010 27163000411E 27163C0394E 27163C0413E 2IY2910 2'T20'0 ' PANEL NOT PRINTED - AREA OUTSIDE OF COUNTY BOUNDARY 27163C0401o2E BURLINORN 6 FE RAILWAY ewers Lake Channel 27163C0414E City of Cottage Grow 27163C0418E Washington County Unincorporated Areas 2716300417E "227163C0440E 202010 MISSISSIPPI RIVER 27163C0419E 27163C0430E vm2o10 • none 8ren�J•- r. 2716300433E '27`63C0434E 2716300441E 1 fd 271 3CB438E 27163C0439E 27163C0443E MOM 2/112010 f�lj 2nn010 City of HER 27163Co0451E 27163C0452E ST. ('ROIX RIVER 2716300456E • 7163C0445E DIa�mA�N qED cityof Eokeland Shores Washington county Unincorporated Areas City of Lake StCrowBeach City of St. Mary's Point Valley Branch Overflow Channel ST CROIX (OUNTY, WISCONSIN MRCP, COUNTY, W ISCONSIN ARION STATE, PARK WASHINGTON COUNTY, MN INDEX LOCATOR DIAGRAM THIS AREA SHOWN ON INDEX SHEET 1 OF 2 See Sheet 1 of for Map Repository and Listings of Communities NOTE TO USER Future revisions to this FIRM Index will only be issued to communities that are located on FIRM fore r eirg re ised. This FIRM In.. therefore remains vvalid for FIRM panels �I•A February 3, 2010, or earlier. A PNase refer u, 'MOSTRECENTFIRM PANEL DATE" column in :. 10TING OF COMMUNITIES recut FIRM Index table to determine the o, dale for each communit, MAP DATES This FIRM Index displays the map date for each FIRM panel at the time that this Index was printed. Because this Index may not be distributed to unaffected communities in subsequent revisions, users may determine the current map date for each FIRM panel by visiting the FEMA Map Service Center website at hitof/rasp fema 1. or by eating Inc Map Service Center al at1-800-35a-9616, Communities annexing land on adjacent FIRM panels must obsin a vent copy of the adjacent panel a well as the c nt FIRM Index. These may be ordered directly from the Map Service Center at the number listed above. I��!CF�IP MAP INDEX FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS MAP INDEX SHEET 2 OF 2 PANELS PRINTED: 319, 329, 330, 331, 332, 335, 340, 345, 354, 355, 356, 357, 358, 359, 361, 362, 365, 366, 367, 368, 369, 382, 384, 392, 394, 403, 405, 410, 411. 412, 413, 414, 416, 417, 418, 419, 430, 431, 432, 433, 434, 438, 439, 441, 443. 451. 452, 456 (SEE SHEET 1 FOR ADDITIONAL PANELS PRINTED) MAP NUMBER 27163CIND2A EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency J LEGEND NOTES TO USERS This map is for use in administering the National Flood Insurance Program. It does not necessarily identify a1 areas subject to flooding. particularly from local drainage sourcm of small size. The community map repository should be consulted for possible updated or additional Mod hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) ardor floodway. have been determined, users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained within the Rood Insurance Study (FIS) Report that accumpanes this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs are Intended for flood insurance rating purposes only and should not be used as the sole source of Mod elevation information. Accordingly, Mod elevation data presented in the FIS Report should be ulllzed in conjunction with the FIRM for purposes of construction andor Modplain management. Coastal Base Flood Elevations shown on this map apply only landed. of 0.0 Nam American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be re mflood elevations coastal floelevations are also provided in the summary of Stillwater aware table in me Flood Insurance Study Report for this jurisdiction. Elevations shown in the Summary of Stilwater Elevations table should be used for construction andl0r Modplain management purposes when they are higher than the elevations shown on this FIRM. Boundaries of the aoodways were computed at cross sections and interpolated between cross sections. The Modways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program. Floodway widths and other pertinent Modway data are provided In Me Flood Insurance Study Report for thisjursdicMn. Certain areas not in Special Food Hazard Areas may be protected by flood control stmemres. Refer to Section 2.4 "Flood Protection Measures° of the Flood Insurance Study Report for information on flood control structures for this jurisdiction. The projection used in Me prepara9on of this map was Universal Transverse Mercator (UTM) zone 15. The horizontal datum was NAD 83, GR580 spheroid. Differences in datum, spheroid. projection or UTM zones used in Me production of FIRMS for adjacent jurisdictions may recall in slight positional differences in map features across judsdiction boundaries. These differences do not affect the accuracy of this FIRM. Flood elevations on this map are referenced to the Nonh American Vertical Datum of 1988. These flood elevations must be compared to stmcture and ground elevations referenced to the same ver0u1 datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 ar. the North Amerman Vertical Datum of 1988, visit the National Geodetic Survey website at hlto;/Nmw.nos noaa aovorcadacttheNationalGe00eMSurveyalthefolowln9 address Spatial Reference System Division National Geodetic Survey, NOAA Silver Spring Metro Center 1315 East-West Highway Silver Spring. Maryland 20910 (301)71.191 To obtain current elevation, description, and/or location information for bench marks shown on This map, please contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its webs,le at hilDNAAN. n0snoaa aov Base map information shown on this FIRM was obtained from the Minnesota Land Management Informtion Center (LMIC). The odlophotos have a resolution of one meter and are dated 2008. The profik baselines depicted on this map represent the hydrate° modeling baselines that match the flood proNes in the FIS report As a result of improved topographic data, the profile baseline, in some taus, may deviate significantly from the channel centerline or appear outsde the Special Flood Hazard Area. Corporate limits shown on this map are based on the best data available at the time of publiu0on. Because changes due to annexations or de -annexations may have occurred after this map was pub8shed, map us rs should contact appropriate community officials to verify cure. corporate fire locations. Please refer to the separately printed Map Index for an overview map of the county shaving the layout of map panels: community map repository addresses: and a Listing of Communities table containing Na0alal Flood Insurance Program dates for each community as well as a listing of the panels on which each community is located. Contact the FEMA Map Service Canter at 1.800-358-9616 for information on available products associated with this FIRM. Available products may Indrde previously issued Letters of Map Change, a Flood Insurance Study Report, and/or dgilal versions of this map. The FEMA Map Service Center may also be readied by Fax al 1-800-358-9620 and its website at ht5llYA1w•,rsg,(ema a0v, If you have questions about this map or questions concerning the National Flood Insurance Program in generalplease call 1- 877- FEMA MAP (1-877-336-2627) or visit the FEMA website at http://www lama goy/business/are 92° 52' 30" 45° 05' 37.5" me930oom N 92 °P N O. ZONE X as91mm, N N 45° 03' 45" 92° 52. 30" 5a0000 E 3ry Creek ZONE A �1ca+�TlT1 MI) 1L 0'i itF.n1410,1G7-9 l01) MV.1, vtpxMAo ti DIVPP "IIPt9GNJ7P7, T7•.T wmE pi t9 pinta JOINS PANEL 0255 �� i. 'ter t„�• "maw,.,,,, Mau uwasa.Y YLAlailkTaa3 r JOINS PANEL 0261 t:v i (5 :J3+rVAXf-" 29000 E 92°50'375" ;ONE X-- Atiennamarl Oaln TAA i. 3000788 9Lk'ffi114 n20• II PLJpya"p1lllln20;1':12;5 DETAI EO Fed jjjj':.3.Niab.j.j.:(131 i,_lad (mJj)f'_'Ln'I'. Washington County ZONE A Unincorporated Areas 270499 45° 05' 37.5" NEAL AVEN 0. ZONE X ZONE X ZONE X Washington County Unincorporated Areas 270499 ABLE RIDGE TRL Washington County Unincorporated Areas 270499 Washington County Unincorporated Areas 270499 City of Stillwater 45.03.45" 275249 92° 50' 37.5" SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE I% ANNUAL CHANCE FLOOD The b annual Mane Iona (100-yea flood), also keen as the base flout , a Me flood Mat has a lea Rance of berg equaled of exceed. in any given year. The Special Rood Hazard Area is Me red net. o fbo6.ro try the 1A annual chance flood. Auras W special Flood Amara include Bones 0. AE, AH, AO, AR, A93, V, and VE The Rau Hood Elevation Is the water7.ace elevation of the 1%ars. chance floor,. LONE A No Rase Ran Elevations determined. ZONE AE Rase Flo. Aerations determined. LONE AH Hoch .M. of 1.30eet (uway areas of po.vg); Rase Flood Ebvanons determined. LONE 40 Hood depths of I to 3 feet ss d 0 0*1e. For areas of sheet o of alluvial flood., fan ood., vvw on ebcmes also determined. LONE AR Special Floml Hazad Areas protected from Me 1% annual o flood by efl4000*4stemimt is%woeendy decerh..2neARincli.es M. chancis being reer.roprovide protection from chance or greaer flood. ZONE A. Area to be protected from 1%annual dance flood by a Federat e°. prdectlon system un. construction. no eau Flo. Aevabons deter.. ZONE v Coastal lo. zone wall vdoaty hazard (wave adonis no ease Flo. Elevaum ddrmined. ZONE VE coastal flood zone ....Iv hazard (nave action); ease.. Elevawm determia. FLOODWAY AREAS IN ZONE AE The fadwav is Me channel of some plus any adP350) 81oddan arms Mat must be kept free of eriwxnit so that Me l% annual chance flood can carried A w rried wahrbstanthNncreases in heights.fkiod ZONE X ZONE X ZONE 0 OTHER FLOOD AREAS Areas of 0.2%annual thane flood: arms of I%annual Nance flood with average depths of less than I foal or MN timings alma lest drat 1 sgmre n1le; a. areas protected by Was from 15° annual dace flood. OTHER AREAS Areas to be outside de 0.2% annual chance flocdgan. n Areas i, h*. hands are undetermined, W eess.e. COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (OPAs) CNN area and Ones am mrnaly located .hin or adjacent to Special Rood Hazard Arms 1%annual Nance 5rdylxin bou0Aary 0.2%annual Mance Sudeten boundary Headway bounden' zom0 boundary ceaS and OPA boundary Boundary dividing Special food Hamra' F ..,,He5.I4mS hiddeyF" ..r *rent Br, ew 513 (EL 987s u Hood !lineation value whine uniform within zone; Bevel. in feet• .r. b 0e Nam American Venice, Datum d IMO Up Gross moon tine nansect Era Geographer cor0rates referenced to Me north American Datum of 903 (NAD 83), wester Hemisphere 1000-rrwer Universal Transverse Naraor gut vales, zone 15 Beni mark (see %Banana ..es to Users section of this FlRN P..) River Wb MAP REPOSITORIES Refer to listing of Map Repoabnes on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP FEBRUARY3 2010 EFFECTIVE DATEIS) OF REVISIONS, TO THIS PANEL For romru4ty map revision history prior to countywide napping. refer to the C0mmur0y Map History M. boated in the Flood Insurance Study repent far0u jurisdiction. determineTo if M. insurance is available In thO community, contact your moraine agent or cant the N.onal Food Insurance Program a11-SOOfi39fi620. -,�INIi'r MAP SCALE 1" = 500' r--i FEET METERS ISO 0 ISO 300 0, PANEL 0253E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 253 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS' COMMUNITY NUMBER GRANT, CITY OF ITV OF 70780 2520 WASHINGTON COUNTY z700. MEL SUFFIX 0253 2253 0 Notice to User: The Map Number shown below shouts be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community. MAP NUMBER 27163CO253E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency NOTES TO USERS This map is for use in administering the National Flood Insurance Program. It does not necessarily identify all areas subject to flooding. particularly from local drainage sources of small size. The community map repository should be consulted ler possible updated or additional flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs1 and/or 400dwaye have been determined, users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of SYlvater Elevations tables contained within the Rood Insurance Study (RS) Report that accompanies this FIRM. Users should be aware tat BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly. tow/ elevation data presented in the FIS Report should be utilized in conjunction with the FIRM for purposes of construction and/or floodgain management. Coastal Base Flood titivation shown on this map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal flood elevations are also provided in Are Summary of Stilhvaler Elevations Wble in the Flood Insurance Study Report for this jurisdiction. Elevations shown in the Summary of Stillwater Elevations able should be used for construction and/or floodplain management purposes when they are higher than the elevations shown on this FIRM. Boundaries of the lloodwaya were computed at cross sections and interpolated between cross sections. The modways were based on hydraulic considerations with regard to requirements of the National Flood Insurance Program. Floodway widths and other pertinent floodway data are provided in the Flood Insurance Study Report for this jurisdiction. Certain areas not in Special Flood Hazard Areas may be protected by flood control structures. Refer to Section 2.4 'Flood Protection Measures of the Flood Insurance Study Report for information on flood contra structures for this jurisdiction. The projection used in the preperalioe of this map was Universal Transverse Mercator (UTM) zone 15. The horNontal datum was NAD 83. GRS80 spheroid. Differences in datum, spheroid, projection or UTM zones used in the production of FIRMS for adjacent juriedictlons may result in slight positional differences In map features across jurisdiction boundaries. These differences do not affect the accuracy of this FIRM. Flood elevations an this map are referenced to the No. American Vertical Datum of 1988. These flood elevations mum( be compared to structure and ground elevations referenced to the same w9cal datum. For Information regarding co between the National Geodetic Vortical Datum of 1929 and the No. American can Vertical Datum of 1988, visit the National Geodetic Survey website at hlto;//wmnv ins.n000.0000,0onkgtheNabonal00000 icSurveyalthe following address Spatial Reference System Division National Geodetic Survey, NOAA Silver Spring Metro Center 1315 East-West Highway Silver Spring, Maryland 20910 (301)7133191 To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the Information Services Branch of to National Geodetic Survey at (301) 713-3242. or visit its website at hex./Remy ins noaa o0v Base map information shown on tics FIRM was obtained from the Minnesota Land Management Information Center (LMIC). The oMophotos have a resolution of one meter and are dated 2008. The profile baselines depicted on this map represent the hydraulic modeling baselines that match the flood profiles In the FIS report. As a nave of improved topographic data. the profile baseline In some cases. may deviate significantly from the channel centerline or appear outside the Special Rood Hazard Area. Corporate limits shown on this map are based on the best data avaiabe at Me time of publication. Because changes due to annexations or ale -annexations may have occurred after this map was published, map us rs should contact appropriate community officials to verify current corporate limit locations. Please refer to the separately printed Mop Index for an overview map of the county showing the layout of map panels, community map repository addresses: and a Listing of Communities table containing National Flood Insurance Program dates for each community as wel as a listing of the panels on which each community is located. Contact the FEMA Map Service Center at 1.800-358-9616 for information or available products associated with this FIRM. Available products may Include pre0ousy issued Letters of Map Charge, a Flood Insurance Study Report, and/or digital versions of this map. The FEMA Map Service Center may also be reached by Fax at 14300358-9820 and its website at hlfo'.//www mac Tema 90v 11 you have questions about this map or questions concerning the National Flood Insurance Program in general, please 000 1- 877- FEMA MAP (1-877-336-2827) or visit the FEMA webste at Ntp:/Mw0,fema.cov/business/nfip 92° 50' 37.5' 45.05. 37.5" a993°a-n' N 18 "92 'N NEAL AVE s BELLWOOD RO N' 96. 9 w91 p N Washington County Unincorporated Areas 270499 ZONE X ZONE AE PROFILE BASELINE Washington County Unincorporated Areas 270499 Washington Count' Unincorporated Areas 270499 City of Stillwater 275249 30 "90.'n City of Stillwater 275249 45.03.45" 92° 50' 37.5" Washington County Unincorporated Areas 270499 to 1L7 'A Li2�ky 3 E rmh GREEN Tyne WAY JOINS PANEL 0255 a wn JOINS PANEL 0262 w4mom E 750008.1,a12,1' ¢rr,30 71r1-mr�:wixm� xa'cjLi01., ,1. LI 1 hm1'tlt ;-m„7):61 92° 48' 45" 45° 05' 37.5' ZONE X 45. 03' 45" 92° 48' 45' LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1%ANNUAL CHANCE FLOOD The Lia annual chance flood (100yezr flood), a..own as the ease mad, is to flood Mat has a ce M b5m equaled Of exceeded in any given year. The Special Flood HmaN Ara Is Me area pl.. to Clouding b/ the 1% annual chance flood. Areas o inm Special Rood Haminert. Zones AE, AN, Ao, AR, A913, V, and VE. meaaae Rood EInvatm'sme water-vdacedevetior c t annual chance flood. ZONE ...Rood Devotions determined. ZONE AE Base Rood Elevator. determined. ZONE AH flood depths of 1 to 3 feet (usually arms of pondlrg); Base Rand Devotions ZONE AO Rood de10l0rm I t 3 feet (usuallysheet flow lbodo 40P0 terrain); average clepths rq, velaitl¢ also tletaninm. 20ae AR spedal Hood Hazard Areaslwmaf, prolectelfrom Meh% an..chance flood by a Rootl control system Matwas subsegue)) dec.... Zone AR Indicates Mat the former flaw control system is Meg restored m povide tram the tie annual Bence or greater Rood. 2ONE A99 Area to he protected from l%annual chance Ro0Aby a Federal flood ...on sytten unOer mmtruNm; no Base Rood Elevations determined. ZONE V Coastal flood zone MCI vebrity hazard (wave amm); no Base ]bed Devotions determined. ZONE VE Coastal mod tune MM 9.city heard(wave action); Base Hood Elevations determined. FLOODWAY AREAS IN ZONE AE wow dayb to mama of stream plus am adjacent floodpbin areas that mot be kepttree of 'Noce heights m that the Sounumtie anal chance flood Do carried without subharmal increases in ZONE X 7-1 ZONE X k by `I OTHER FLOOD AREAS Areas of 0.zeb annual Nance mod; areas of t%annual chance flood wild average depths W less than 1 foot or wild drainage areas less than t square role; and area: protected by Ina. from la" annual chance flood. OTHER AREAS Areas determined to es... the 02%annual mane Wove . Areas m.i. mod hazards are undetermined, but possible. IDASTAL BARRIER RESOURCES SYSTEM (ORS) AREAS OTHERWISE PROTECTED AREAS (OPAs) CMS areas and OPA0 are name* beat. within ...ant to Spec. Flood Hamm Areas. DR annual chance mcdpla a boundary 0.21e annual chap Roodplair boundary Roadway boundary Zone bounden CMS and OPA boundary Band.dndng Special flood Hazard Areas of afferent Base Rood Elevations, mod depths or mod veto., ease Rood Mae. line and value; elevation in fear (EL 987) 5500 Rood Devotion value where inform wit. zone; elevation c "Rererenood to tie Norm mtercan antral ohm M Ma OO Cron acbonkre a o NS OZ. 05).9910211r .Area MLss10 ect be 6rogmplic coordinates referenced to Ore North Amman Datum of 1983 (NAB 83), Western Hemisphere IOObmeter Universal Transverse Mercator gold values, zone 15 et)ma 0na«gafatm in Notes to Userm wi3ennr seen of this RD, Rvn M 'k MAP REPOSITORIES Refers Eating a Map Repostories m Map Index EFFECTIVE DATE OE COUNTYWIDE FLOOD INSURANCE RATE MAP FEBRUARY 3, 2010 EFFECTME DATE(S) OF REVISION(s)TO THIS PANEL tadebcabd,5500000lnsloa500SwdyrepodkrtMSN s2rmcaomfa to Me Commundy Map Hhory To wmma Mr. insurance venanln in Mis ommun., ranted your insurance g or call Mn National Hood Insurance 0c Program at t-e03e-a6 I SO '(1frNi1� MAP SCALE 1' = 500' 2spImo FEET 150 .METERS PANEL 0254E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 254 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONIMIZNITY NUbre9R PANEL SUFFI% SIBLWATER CITY OF 275249 WASHINGTON COUNTY 270690 0254 E Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on ranee appications for the subject community.insurance MAP NUMBER 27163CO254E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION NOTES TO USERS This map Is for use In administering the National Flood Insurance Program. It does not necessarily 6em1y all areas subject to noosing. particularly ham local drainage sources of small size The community map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) andfor Boodways have been determined. users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood Insurance Study (FIS) Report that accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS Report should be utilized In conjunction with the FIRM for purposes of construction and/or Iloodplain management. Coastal Base Flood Elevations shown on Nis map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal flood elevations ere also provided in the Summary of Stillwater Elevations table in the Flood Insurance Study Report for the jurisdiction. Elevations shown In the Summary of Stillwater Elevations table should be used for construction aM/or Modplain management purposes when they are higher than the elevations Mown on this FIRM. Boundaries of Me Ibodways were computed at cross sections and interpolated between cross sections. The flo«le ays were based on nydraiec considerations with regard to requirements of the National Flood Insurance Program. Floodway widths and other pertinent noodway data are provided in the Flood Insurance Study Report for this jurisdiction. Certain areas not m SOeual Flood Hazard Areas may be protected by flood control structures. Refer to Section 2.4 'Flood Protection Measures of the Flood Insurance Study Report for information on load control structures for this jurisdiction. The projection used in the preparation of this map was Universal Transverse Mercator (UTM) zone 15. The horleontal datum was NAD 83. GRS80 spheroid. Differences In datum, spheroid, projection or UTM zones used In the production of FIRMS for adjacent jurisdictions may result in slight positional differences in map Matures across jurisdiction boundaries. These differences do not affect he accuracy of this FIRM. Flood elevations on this map are referenced to Me North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same wrtiul datum. For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North American Vertical Datum of 1988. 0Nt Me National Geodetic Survey website at )11pJAwow rubs noaa.00vor co0actthe National GeodelicSurvey alike following address Spatial Reference System Division National Geodetic Survey, NOAA Silver Spring Metro Center 1315 East-West Highway Silver Spring, Maryland 20910 (301)713-3191 To obtain current elevation, description. and/or location information for bench marks shown on this map, please contact the Information Services Branch of the National Geodetic Survey at (301) 713.3242, or visit its websde at hlip//www,00s.n,aa.gov Elam map information shown on Ws FIRM was obtained from the Minnesota Land Management Information Center (LMIC). The oMophotos have a resolution of one meter and are dated 2008. The profile baselines depicted on this map represent the hydraulic modeling baselines Mat match the flood profe3 in the FIS report. As a result of improved topographic data. the profile baseline in some cases. may deviate significantly from the channel centerline or appear outside the Special Flood Hazard Area. Corporate emits shown on this map are based on the beat data available at the time of publication. Because changes due to annexations or de -annexations may have occurred after this map was published, map users should contact appropriate community officials to verify current corporate limit locations. Please refer M he separately printed Map Index for an map of Me county showing Ina layout of map panels: community map repository addresses: and a Listing of Communities Wble conlainng National Flood Insurance Program dates for each community as well as a listing of the panels on which each community Is located. Contact the FEMA Map Service Center al 1-800-358-961e for information on mailable products associated with this FIRM. Available products may Include pray Dusty issued Letters of Map Change, a Flood Insurance Study Report. and/or digital versions of this map. The FEMA Map Service Center may also be reached by Fax at 1-800-358-9620 and its websile at alb /Mw^w nose lema.d0V If you have questions about this map or questions concerning the National Flood Insurance Program in general. please call 1- 877- FEMA MAP (1-877-336-2627) or visit the FEMA website at blip://www,fema.uov/buslnesslnfio 92° 48' 45" 45° 05' 37.5" .93°0°'°N� a 0 705— UNION PACIFIC RAILWAY — °991°phnN— N- 45° 03'45" 9 G'y i'1"° bd O'1191n. 9/li FIT T'•' 92° 48' 45" SCHUSENBUR OE POPLAR Rex 70/'0 _24,00Lgg2 \ FLOODING EFFECTSFROM ST. CROIX RIVER uNbN PACIFIC RAILWAY s16 E 10 1-TumE �ti n rogil8 a I:Dfr ,m kr.0110 .a o� 50"0OF3 AT0NE21 100. ,9 DOI t ROMAti'F�'SAd' b rIRNlnR rf_WRI IP FBI)Chi�, s" l` 6ZIYYM7, HI T051,-OUN w 41, sot TAM- r JOINS PANEL 0266 v'C' V1/01-9Y.'y-ifi.C© gsTfg c'�r.Ti- 1CG) 2aa1� IL`7 • ••i.� u s1707i WA H NGTO..1 0l/,1•ly 92° 46' S2.5" 37.5 "11 JOINS PANEL 0259 s; . ROIX ISLANDS STATE RECkc..TION AREA 45° 03' 45" BY THE 1% ANNUAL CHANCE ROOD The I% any enood(100Year good), also Mown as the basegoal, Is Me flood Matl.ea chance of being equated orexceeded In any given year. The Special F,00 Ream, Area iz Ne area subject eo no -Wing by the 1annual manMM mane flood. ,z of Specal Flood Hazard intl. ASAW, v, aM VE. The Base Flood 9evaeon is the watersudace elevation ..he 1%annual chance flood. Bee Rood Elevations determined. ONE AE Rau Hood Elevations de anin.. ZONE All Hood depth of 1 to 3 feet Meat areas of Peading); Base neOd Devedons Hand de004 of 1 to 3 het (mua1M sheet flow on doping terrain); average depths determined. For areas of alluvial tan flooding, velocam also 0004,0 fled. Special Hood Hazard Areas formwty Noted. horn me 1°A zmwl Mance AR indicates flood by a flood control Wstem tlat was subsequetN de ro 20 that the former go. control system is bang ream. fromprotection the Ms annual chance w greater Mod ZONE A99 Ar. tobe protected from l%anrwa chance lc. by a Rde. goal protection system under caistruciloni no Base Rood Elevations determined. ZONE v Coartal Mod zone inAM velocity hazard (wave action); no Base Fo°d Elevations determined. ZONE VE Gusto flood zone myth velxty hazard (wave action); eau Hurd Elevatiols ecawmvwa. FLOODWAY AREAS IN ZONE AE She 1ec0way Is the channel of a stream Pus any adjacent flooaplaln areas that must be kept free of oachment so that me Ms annual .ante flood on be earned wnho t substantial increases in loud Mggh% OTHER ROOD AREAS ZONE Aras ofn2%annual dame Mod; areas of l%annual chance flood mM aarenage depths of less than I foe or wM drainage areas less than 1 square Am and areas protected by terms from 1% annual dame Mad. OTHER AREAS Areas determined N be oNvde the 02%anal mercer Modptaln. Ares in shim Mod hazards are undetermined, but possible. ZONE AO ZONE AR ZONE ZONE 0 1;V:1 COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (OPAs) teas areas and OPAs are normally located within or adjacent to Special Food Hazard Mean. annual mance oegboundaryain boundary ozM % annual assent. bounden, Reodway boundary Zone o boundary CMS and MA bwmdary �—Boundary divaing Sp«ral Hood flood Elevations, flood depths ccfloodvcla2esazard Pleas of dMerent Base Base Road Elevation Me and value; ekvatwn In feet* (EL987) Briefer dElevation value where uniform within zone; elevation,n ^Rehrmced to ha Nat Amenwn Vertical Datum of 1385 cur 02'011, 93.0z lz 1,1,5510 e M1.5 Gus semen Ere Trans.. • .aphk coonibates reference a Me Nam Amedmn Datum of 931, wester Hemisphere 1981 u•' -, averse neramr geld value, Zorn 15 n totes to Users sestlea his FIRM Berm mark (sae e4lerats.. Pane) ova Mik REPOSITORIES Raw to ailingalRepositories an Map Nam EFFECTIVEF NSUTRANCE RATE MAP FL FEBRUARY 3, 2010 EFFECTIVE OATEN OF REVISION(S) TO THIS PANEL For comae/nary map revision hkory poor to noun:Nerde mapping, refer tome Community Map Histom table located In the Flood insurance Study report for this lunsacdon. calamineTo If Mod insurance Is evadable ,n this oommlnM. contact your insurance agent or all the Nabed Food Insurance Program at 1A00-638-5620. 1IrINlr.11� MAP SCALE 1" ' 500' 250 oe9FEET H-i r—� ti i METERS 150 0 150 tpI .12 Illlllll W ll"II IIJ yy� tY.ep IIIIIII PANEL 0258E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 258 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY NUMBER WASHI GTOON COUNTY 22711.09 7u49 PANEL 025E 0 DL Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community, MAP NUMBER 27163CO258E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency LEGEND NOTES TO USERS This map is for use in administering Me National Flo.I Insurance Program. E does not necessarily identify all areas subject to flooding. particularly from local drainage sormoes d smell size. The ,smmuoly map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Bus Flood Elevations (BFEs) and/or Roadways have been determined, users are encouraged to consult Me Flood Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood Insurance Study (FIS) Report that accompanies this FIRM. Users shouM be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs are intended for float insurance rating Pumoses only and should not be used as Ere sole source of flood elevation information. According., flood elevation data presented in the FIS Report should be utilized In conjunction with the FIRM for purposes of oansbuction and/or Modplen management. Coa0W Base Flood Elevations shown on this map apply only landward of 0.0' North Anteriran Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal flood elevations are also provlded in the Summary of Stillwater Elevations table in Me Flood Insurance Study Report for tens jurisdiction. Elevations shown in the Summary of Stillwater Elevations table should be used for construction and/or Modplain management purposes Wren they are higher than the elevations shown on this FIRM. Boundaries of the tbodwaya were computed at cross sections and interpolated between cross sedkns. The floodways were based on hydraulic mnsiaerations with regard to requirements or the National Flood Insurance Program. Floodway widths and other pertinent floodway data are provided in the Fldod Insurance Study Report for this jurisdiction. Cxla;n areas not in Special Rood Hazard Areas may be protected by Hood control structures. Refer to Section 2.4 -Flood Protection Measures' of the Flood Insurance Study Report for information on flood contra structures for this jurisdiction. The projection used in the preparation of Mis map was Universal Transverse Mercator (UTM) zone 15. The horizontal datum was NAD 83, GRS80 spheral. Differences in datum, spheroid, projection a UTM zones used In the production of FIRMS for adjacent jurisdictions may result in slight positional differences in map features across jurisdiction boundaries. These differences do not affect the accuracy of this FIRM. Flood ekvatbns On this map are referenced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vsrtiul datum, For information regarding conversion between the National Geodetic Vertical Datum of 1929 and the North Amercan Vertical Datum of 1988, .sit the National Geodetic Survey website at htto://www nas.noaa.govorcontadthe NasonalGeodebnSurvey atthe foloveng address Spatial Reference System Division National Geodetic Survey, NOAA Silver Spring Metro Center 1315 East-West Highway Silver Spring. Maryland 20910 (301)7133191 To obtain current elevation, description, and/or location information for bench marks shown on this map, please contact the Information Services Branch of the National Geodetic Survey at (301) 713-3242, or visit its webslte al Mto:Iyvmw.nos.noaa.00v Base map information shown on this FIRM was obtained from the Minnesota Land Management Information Center )LMIC). The oMophdos have a resolution of one meter and are dated 2008. The profile baselines depicted on the map represent the hydraulic modeling baselines that match the good profiles in the FIS report. Asa r.ull of improved lnpographlc data. the profile basNins, in some cases, may deviate significantly from the channel cenledine or appear outside Me Special Flood Hazard Area. Corporate Emits shown on this map are based on the best data avaitape at the tine of puMication. Because thanes due to annexations or de -annexations may have occurred after this map was published. map users should contact appropriate community officials to verify current corporate trait locations. Please refer to Me separately printed Map Index for an rmap of the many showing the layout of map panels: comnaniry map repository addresses, and a Listing of Communities table containing National Flood Insurance Program dates for each community as well as a toting of the panels on which each community is located. Contact the FEMA Map Service Center at 1-800-358-9618 for information on available products assodaled with this FIRM. Available products may include previa /56,1ssued Letters of Map Change, a Flood Insurance Study Report, and/or digital versions of this map. The FEMA Map Service Center may also be reached by Fax al 1A00358-9620 and its website al hl1D'1Mww msc lama arty E you have questions about this map or questions concerning Me National Flood Insurance Program in general, pease call 1- 877. FEMA MAP (1-877-336-2627) or visit the FEMA website at htto ttaonv fame qov/busmesslnfip 92° 52' 30" 45° 03' 45" fltseY`rl T, It 27U7.N0 a987N D3TE511;1337'M 45 01 52.5 92° 52' 30" uly City aif.i,F19Mum) v Y City of Stillwater 275249 JOINS PANEL 0253 99' N ;nhil ,‘„,a,y t ninu'nrp,t'alctl,.-lrcac 270499 JOINS PANEL 0265 PL ZONE X v2 o E 92° 50' 37.5" 45° 03' 45' AWTMORNE LN CERISE AvE ADDLE CT "`io Washington County — - Unincorporated Areas 270499 ni u.16 I'nrl. Ij.-i_h _a<I, 45° 01' 52.5" 92° 50' 37.5" SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD ann ual chance flaad (I00yfl ood), ad), also known as Me Case flood, is the 9000 that has a 1. Chance of being equaled or exceed. in any given year. , Special Mood Hazard Area is Me plne by de annual chanceN 00, flood. Areas of Spa. flood Hazard include saws A AE, AH, AO, R Agg, v, and VE. The ease Rood Ele attOn is the weterwurface elevation of the 1. annual chance Mod, ZONE A No Base flood Elevations aNermlrred. ZONE AE ZONE AH ZONE AO ZONE AP u Flood Elevations determined. FlOM depths d 1 to 3 feet (usuaer areas d pon0Vg); Base Mood Elevations Flood depths 0f l to Sleet (oval. sh0H amv tin slopng taainl; awac. depths d,termlned, For ar®s ofan,vial fan MOMng, vefol9a cube determn:-d. Special ecial Rood Hazard Areas forma. protected from the 1. annual d by a Hood control system Mat was subcequendy decMdc0. Zane Aa es Mat Me a 156 Ilona mail system is Bang resmmd m Drovitle protection from Me!%annual chance or greater flood. ZONE V to be protected horn MA annual chance flood by a Federal Mod promotion Area under ms0umon; no Base Hod Elevations deteminech 0095 * Coastal go. zone WM velody ha5N (wave action); nor eese Der916+a'icn, ,etamae0. zo NE uE astal Mad zone with velocity hazard (ware argon); Base Roo, Bevabons am9tW FL00DWAY AREAS IN ZONE AE vo.way Is the Nm ad of a sheen plus any adjacentflo4pbn areas that must be kept free of arhmwt so that Me 1%annual chancefla0d an be carried wMOut substantial increases in flood heights. ZONE% ZONE } ZONE 0 OTHER FLOOD AREAS Are as 0f o,2e'° annual chance !load; areas annual chance Mnd with average depths d less Man t Tod or with drainage arms less than l square mile, a. areas protected by levees from 1% annual chance good. OTHER AREAS Areas deterrnined ce ouhme Ind 0.2%annual chance Moddaln Areas n which Moe hazards are onaetermMM, but pos... COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (OPAs) W PS area and OM are normally located win. or adjacent to Special Mood Hazard Areas. I. manna Moadaln 001'MM, 0.2%annual chance dooddan Mwaw Roedwey 5OUMay Zone060undary 0305 and OPA boundary Boundary dividing Speoal flood Hazard Areas of different ease Rood Devotbm, flood WON or Mod Mochas. ----- 5/3 Base Rood Elevation the and value; elevationn feet' Base Rood Elevation value Mere uniform within zone; elevation in fen' •Referenced to the NOM unencan vetirzl Datum of 1955 OO Om seMon (EL 987) l O x e 131.5 Transect Fne Geographic coordinates rdeencm to the Nor. Amerian Datum d ISS3 MIAD 83), weuem Hemisphere meter Nasal Transverse Mercator grid values, Zone 15 Ewsx a.OMmMn in Notes to Users section of this FIRM panel/ n_ Pow Nile MAP REPoei ..HIES Defer lO ,r,ap Repositories on Map Index EFFECTIVE DATE of COUNTYWIDE FLOOD INSURANCE RATE MAP FEBRUARY 3, 2010 EFFECTIVE DATE(5) OF REVISIONS) TO THIS PANEL For table located In map revision the flood Insurance Sptuudy report to for MisNde mdloberifa m the Commanrry Map Hinory To ne a Bone insurance is available in this community. sentad your insurance agantorcall the National Flood Insurance Program at 1AO0E30-6620. .0211 MAP SCALE 1" = 5c0' 2M 000 F-+ rti �—a i I FEET 1W 150 METERS PANEL 0261E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 261 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS COMMUNITY m11A8ER PANEL GRANT, CRY OF 270700 0261 LAKE P Mo, CM OF 270505 0251 OAK Aft. HEIGHTS, 270512 0261 STIOE LLW TATER. CITY OF 275209 0261 WASHINGTON COUNTY 270099 0261 0IFFII( Ndiu to User: The Map Number shown below should be used when placing map orders; one Community Number shown above should be used on insurance applcations for the sub). MAP NUMBER 27163CO261E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Alanagement Agency NOTES TO USERS This map is for use in administering the Nabetal Flood Insurance Program. It does not necessary identify all areas subject to flooding. particularly from local drairuge sources d small size. The community map repository should be consulted for possible updated or additional flood hazard information. To obtain more detailed information in areas where Bass Flood Elevatlone (BEE.) and/or lloodways have been determined. users are encouraged to consult the Flood Profiles and Floodway Data and/or Summary of Stilwater Elevations tables °attained within the Flood Insurance Study (FIS) Report Nat accompanies this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -foot elevations. These BFEs ae intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordingly, flood elevation data presented in the FIS Report shout be u5lized m conjunction with the FIRM for purposes of construction and/or floodplan management. Coastal Bann Flood Elevations shown on this map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware Mat coastal flood elevations are also provided in the Summary of Stillwater Elevations table in the Flood Insurance Study Report for this jurisdiction. Elevations shown m the Summary of Stillwater Elevations table should be used for construction and/or loodpsin management purposes when they are higher than the elevators shown on this FIRM. Boundaries of the noodwaya were computed at cross sections and interpolated between cross sections. The floodeeays were based on hydraulic considerations wnh regard to requirements or the National Flood Insurance Program. Floodway widths and otter pertinent floodway data are provided in the Flood Insurance Study Report for this jurisdiction. Certain areas not in Spedal Rood Hazard Areas may be protected by flood control structures. Refer to Section 2.4'Flood Prdection Measures of the Flood Insurance Study Repot for information on flood control s0uclures for this jursdic5on. The projection used in the preparation of Nis map was Universal Transverse Mercator (UTM) zone 15. The horizontal datum was 0AO 83, GRS80 sphered. Differences In datum, spheroid, projection or UTM zones used in the production of FIRMs for adjacent jurisdictions may result in slight positional differences in map features across Iu1sdic0on boundaries. These differences do not affect the accuracy of this FIRM. Flood elevations on this map are referenced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vortical datum. For information regarding conversion between the National Geodetic Vedical Denim IN 1929 and the North American Vertical Datum of 1988, Mat the National Geodetic Survey webs. at nuo;)5vww nos nose aovorcontacttlwNationalGeodetoSurveyet thefollomng address - Spatial Reference System Division National Geodetic Survey, NOAA Silver Spring Metro Center 1315 East-West Highway Silver Spring, Maryland 20910 (301) 7133191 To obtain cunent elevation, description, ark/Or location information for bench marks shown on ills map. please contact tale Information Services Branch of the National Geodetic Survey at (301) 713.3244 or visit its websile at hto/Avww nos n0aa aov Base map information sham on tale FIRM was obtained from the Minnesota lark Management Information Center (LMIC). The odhophdos have a resolution of one meter ark are dated 2008. The profile baselines depicted on this map represent the hydraulic mode4ng baselines that match the dood profiles in the FIS report. As a result of improved topographic data, the profile baseline. in some cases, may deviate signiflcanty from the channel centerline of appear outside Me Special Flood Hazard Area. Corporate IMIs shown on this map are based on the best dMa available at the time of publication. Because changes due to annexations or de -annexations may have occurred after Nis map was published, map users should contact appropriate communy officials to verify current corporate limit locations. Please refer to the separately printed Map Index for an overview map of the county slowing the layout of map panels; community map repository addresses, and a Listing of Communities table containing National Flood Insurance Program dales for each community as well as a listing of the panels on which each community is located. Contact the FEMA Map Service Center at 1-800-3589818 for infama5at on avalable products associated with this FIRM. Available products may include previously issued Letters of Map Change. a Flood Insurance Study Report, and/or digital versions of This map. The FEMA Map Service Center may also be reached by Fax a11-80035&%20 and its webeite at h11plawow msc fema.aov If you have questions about Nts map or questions concerning Me National Flood Insurance Program in general, please call 1- e77- FEMA MAP (1-877-338-2627) or visit the FEMA website at htip://www Mma.novbueno5Snfp. 92° 50' 37.5" 45° 03' 45" 30— n°BBmcm N __ 31— FISCHER CM NDSON DR 14`90i"E PANEL 0254 . RD 92° 48' 45- ,_.453 03' 45" Washington County Unincorporated Areas 270499 0131005E GREEN TWIG way IN Tot .f/i9.13'M i„G�4'7D w LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO INUNDATION ' BY THE 1% ANNUAL CHANCE FLOOD annual dance flood (100-rear flood), also known as the base Non],ale flood Nat has a Irk rice of being equaled or exceeded in any given year. The Soma) Food Hazard Area is. Fed 33blect b , 00, 05. 000 ,°and 20. 1 550 Rood Ekwaton s rlie watao-sudace deleinvcalutd levaeo ofth 1, annual name flood. oNEA No Base Road Elevations determined. so. AB Base Rood Elevators determined. LONE AN Road depths of 1 to 31eet (rewN areaz of P.C.); Base Flood Elevaaom determined ZONE AO ZONE AR Special Rood Hazard Areas formerly pyRKed from the me annual chance Mod by Nod control system Mat was subsequently dereror d. zone nR indlcates NX the rmerit 0 wee«yr3is Mo6ratored 10 provide protectionmen the ZONE Ass Area to be protean] from 1%annual Nance flood by a Fednal Mod p-uection sy.ti under construction) no Base Road Elea.. dearrrired. ZONE V Coastal Mod sane wit) velocity hazard (wave action); no Base Hood Elevations Ro3,s000Mnofnned Famtces of 511550 fa Madxg dodtles aHo detmManM. depthsd ZONE VE Coastal Mod zone teak vet., hazard (wave smell; Mee ...wakens ambea. :.; FLOODWAY AREAS IN ZONE AE The l00nl NMe Nanriel Ora sveampt am MTh.en=so Nat Me%annual as 1100aaaceaWlnw [hsan0 ubaan eal inePpe0.eese of SONE % ZONED CEPS areal and OPAs are normally locetn] within or adjacent to spedal Rood Hazard Areas. t%anal Ma ce Mod0aln boundary annual dance SomMxln boundary FINway boundary zone D b0Marr ®Rs and OPA boundary Band. divolzg Special Rood aHazard Areas ofdifferentBase Bass Hood Elevation line and value; elevatan n fee°' Base Rood BevaMn value where teMomn wenln zone; devadon m OTHER FLOOD AREAS Areas af0.2%annual dame Coda; areas of Mrs annual cnance flood with average depths d less Man 1 foot or aryies atl sq mil, and areas protected by levees s from i%nnual e OTHER AREAS ears determined M be outs. the 0.2%annual chance IbgdFANn. Ness In with Mod hazards are undecermned, but possble. COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (OPAs) (EL 987) a,.. -inc. to Me NOM American vertical Datum d 3988 Ooss settan ire O Lv o- O Transact Me . k to the NOM Amerimn Datum L 1983 IN'S83),W 1983 (rl4D Ill), Wr5em Hanlsp„ i z me 15 1000-mMa Universal Transverse Narrator gn.. Ben. mark (see explanation Note to Users undo.. Panel) Bab mile atio POSITORIES Rarer k tang of Man RepoitorNa on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MAP FEBRUARY 3, 2010 EFFECTIVE DATE(S) OF REVISIONISM THIS PANEL For unity ma revisonnwmry prior to countywde maiming. refer to be Community Map Host.bole lowled in the Flood Insurance Study report for this iudsdklbn. amatory.To d Noon insurance is evadable to Mis commrndy, contact your insurance agent or w61ne Nabma Food Msurancre Program at 1-800536-6620. 23 160 MAP SCALE 1" 5 S00' 160 1000 FEET METERS 300 rN'F n P lll� ., .IIII I Iil ell !mu .s87mmlN_ Washington County — Unincorporated Areas 270499 6- 45° 01' 52.5" CI7Y O STIILWATER s 75 0-04K PAMK HEI(;HTS 92° 50' 37.5" JOINS PANEL 0265 45°01'52.5" 923 49' 45" Tiffri PANEL 0262E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 262 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: COMMUNITY NUMBER PANEL OAK PARR HEIGHTS, 270512 0282 CITY of STILLWATER. g 0262 WASHINGTON COUNTY 3 90 0262 SUFFIX Notice to User: The Map Number shown below should be used when placing map orders) the Community Number shown above should be used on insurance applcatlons for the sulked community, MAP NUMBER 27163CO262E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency IlImnagementAge.ey NOTES TO USERS This map is for use In administering the National Flood Insurance Program. It does not necessarily identity a1 areas subject to flooding. particularly fora local drainage es of small size. Tire 0ommunlry map repository should be co sulted for sources oss Ne updated or additnal flood hazard information. To obtain more detailed information in areas where Base Flood Elevations (BFEs) and/or floodeNays have been determined. users are encouraged to consult Me Food Profiles and Floodway Data and/or Summary of Stillwater Elevations tables contained within the Flood Uneven. Study (FIS) Report Mat attanpantes this FIRM. Users should be aware that BFEs shown on the FIRM represent rounded whole -root elevations. These BFEs are intended for flood insurance rating purposes only and should not be used as the sole source of flood elevation information. Accordirgy flood elevation data presented in the FIS Report should be uoized in conjunction with the FIRM for purposes of construction and/or Ibodplain management. Coastal Base Flood Elevations shown on this map apply only landward of 0.0' North American Vertical Datum of 1988 (NAVD 88). Users of this FIRM should be aware that coastal flood elevations are also provided in the Summary of Stillwater Elevations table in Me Hood Insurance Study Report for this jurisdiction. Elevations shaven in the Summary of Stillwater Elevation table should be used for con5Wcdon ander floodplain management purposes when they are higher than the elevations shown on this FIRM. Boundaries of the Dom:Mays were computed at doss sections and interpolated between cross sections. The floodways were based on hydraulic cnsideradons web regard to requirements of the National Flood Insurance Program. Footway widths and other pertinent floodway data are provided in the Flood Insurance Study Report for this jurisdiction. Certain areas not in Special Flood Hazard Areas may be protected by flood control stmctures. Refer to Section 2.4 -Flood Protection Meas..' of Be Flood Insurance Study Report for information on flood control sWctures for this jurisdiction. The projection used in the preparation of this map was Universal Transverse Mercator (UTM) Zane 15. The horizontal datum was NAD 83, GRS80 sphermd. Differences In datum. spheroid. projection or UTM zones used in the production of FIRMS for adjacent jurisdictions may result in slight posdional differences in map features across iudsdiclion boundaries. These differences do not affect the accuracy of Nis FIRM. Flood elevations on this map are re/0enced to the North American Vertical Datum of 1988. These flood elevations must be compared to structure and ground elevations referenced to the same vertical datum. For information regarding conversion between the National Geodetic Vedkal Datum of 1929 and the North Amenca Vertical Datum of 1988, visit the National Geodetic Survey website a htlo:/hw.w nos no. revor coma4ihe National Geodetic Surveyat the following address - Spatial Reference System Division National Geodetic Survey, 0,1481 Spring NOAA ng Metro Center 1315 East-West Highway Silver Spring, Maryland 20910 (301)213-3191 To obtain current elevation, description, and/or location Information for bench marks shown on this reap. please contact the Information Services Branch of the National Geodetic Survey at (301) 713.3242, or visit its website at hltp;)/wow nab noaa oov Baas map irdonnaLn sham on this FIRM was obtained from the Minnesota Land Management Information Center (LMIC). The ormopholos have a 10500, ion of one meter and are dated 2008. The profile baselines depicted on this map represent the hydraulic modeling asetines Mat match the flood pmNes in the FIS report. Asa result of improved topographic data. the profile bassllne. in some cases. may deviate si9nilnanly Iron, the channel cntedine or appear outside Me Special Food Hazard Area. Corporate limits shown on this map are based on the best data available at the time of publication. Because changes due to annexations or de -annexations may have occurred after this map was published, map users should contact appropriate wmmumy officials to verify current corporate limit ocatlons. Reese refer to the separately printed Map Index for an overview map o/ Me county stgmng the layout of nep panels; community map repository addresses, and a Listing of Communities table conlainog National Flood Insurance Program dates for each community as well as a listing of the panels on which each community is located. Contact the FEMA Map Service Center at 1-800-358-9616 for information on available products associated with this FIRM. Available products may include previously issued Letters of Map Change, a Food Insurance Study Report, and/or digital versions of this map. The FEMA Map Serval Center may also be reached by Fax at 1-800-358-9620 and its website at hlloMenvw notion. oov If you have questions about Ibis map or questions concerning the National Food Insurance Program in general. please card 1- 877- FEMA MAP (1-877-338-2627) or wsri the FEMA website al MIp_)/wvrw,lema cloy/business/rifle 92° 48' 45" 45° 03' 45" N 0 w87ma, N — 45° 01' 52.5" 92° 48'45" ZONE X 4Shllwa Ct3"S'"i,I,E. ZONE A 000217 00219 -' it 'q'ff Stil , 27_4.4' aged!, rI' Ilci ihl5 rnao Bifl (U'r31S-- CQ JOINS PANEL 0258 _Vaa37 5800 All 1Al2GW-8 3011) 41 Du .. -4 TS4: 6:w E O.46.0P B'd 3181A 00 LEAN0'STA. F,`h 0o0121. X. JOINS PANEL 0268 DZJa8 7ci r ,r-v' '�ia IZI 7©a<11Z9 'Tub IMP 59.'ui G` aktrIIM)Cab7611g f'I �- 92° 46' 52.5" 35 ZONE X 92° lea52.), LEGEND SPECIAL FLOOD HAZARD AREAS (SFHAS) SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD T. annual Came flood (100year Hoop), abo known as Me 0u flood, is the rood Mat has a t% crane of Beim epualed w nceeded in any given year. The Special Road Area e supject ro hooding by Me 1°40 ann. Dance flood Nees Special Mod Hazard is the include r es A, Ne, AH, AO, AR, A99, V, and VE. The Base Rood Elevation, is Me water -surface elevation cf the VAannual mare mod. ZONE A No Base Hood Elevations determmd. HE AE Bass F.0 .atom determined. 20NE All Mo0 deptfs of 1 to 3 feet EUsuato areas of pond.); Base Rood Elevations ZONE AO Road pmrhs of 1 to 3 feet (usually sheet noo m doping terrai), average depths detomined. For areas of aaav4 fan flooding, vealso deter determined. ZONEAR Specal Road Hazed Areas format' protect. from the Irk annual chance noad by a mad control system that was subsequently deetniZone PR I test Mat tin farmer flood control system bong nesto the . toprotetion from m Itry annual Aaeo er flood ZONE Aga be protected from I%annual chance flood bye Fetich, mad proteN6n system em under construction, no Hass Rood Elevations de@mints. ZONE V Coastal mod zone rei velocity hazard (wave action): no Base Rood De1Mbra ZONE vE Coastal mad cone wino veoety hazard (wave actin); Baru Mad Elea sons tle[amined FLOODWAY AREAS IN ZONE AE leocleay is the channel of a stream plus any adjacent modpbin areasttwt must be kept tree of encroach.. so M. Me l% annual chance flood tin earned wahovt substantial inanaesin (floo�d 'H:ei�ghts. ^. G M'. -1 OTHER FLOOD AREAS ZONE% Ar.s of 0.2try annual dame mad; areas of 1%annual chance mho wild average depths of less Man I foot w with drainage areas less than square mle; and areaz protected by levees from 1% am. chance flood. OTHER AREAS Areas determined Po De outride the0.2%annual chance doodplain. + as nettr flood MARTS are undetermined, hut 009, . .pray • min D � `vI NASTAL BARRIEk R1'99 SYSTEM (CBRS) AREAS OTHERWISE PROTECTED AREAS (0PA5) CEPS areas and OPAS are nanaly located .1. or adjacent ro Specal Flood Hazard Aras Ms annual chance Bo elan 0owdars 0.29,annual dsrw tlooNaln boundary MadnY boundary __ --ToneD bcundary CERS and CPA Monday '14_ BouMary Gvdin9 SpsW Ror•a' ,-anti Areas of diNerent ease flood Elevaions moo .H swmatl vdmitles Base R.. Elevation Kne and value; elevetxn to fee, (EL 987) Base Rood Elevation value Mere uniform ROD zone: *anion In feel" mmmeram4 w tie No. American Vertical Datum of 1988 OA OA Cross se.on8m o- o as 02' 08'. 98'0212' ML55t0 s M1.5 Trans... <omdnates referenced to the No. Arncrioaratu Datum of 1582 (END .....16.9.46.6 I000-mRer Universal Transverse Mercator gold values, zone 15 Ben. mark (see explanation in No. to users sexton 905 FIRM Pend) Aver Mile MAP REPOSITORIES Refer N Wong of Map Repovbriee on Map Index EFFECTIVE DATE OF COUNTYWIDE FLOOD INSURANCE RATE MA➢ FEBRUARY J. 2010 EFFECTNE DATE(S) OF REVISION(S) TO' NIS PANEL For nIn. aon.orecountywide mapping. refer tommMap ao healed Food ISmdy cavort Hisrwy nor this Ndmnhon. To a Mod insurance muney,canted your insurance egonl or cell Foodtne National M... Program at 1-coo-83&8820. 1M MAP SCALE 1" 0 500' y00 ENO FEET ti METERS 15a Sea Bra aII 11111 rib • aQ PANEL 0266E FIRM FLOOD INSURANCE RATE MAP WASHINGTON COUNTY, MINNESOTA AND INCORPORATED AREAS PANEL 266 OF 456 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS. OMMUMla ram PARK HEIGHTS. CRY OF STILLWATER CITY OF NUMBER 276265 PANEL RI/FAD( 0266 Notice to User, The Map Number shown below should be used when placing map ceders; the Community Number shown above should be used eo nt¢ applcations for the subject community. MAP NUMBER 27163CO266E EFFECTIVE DATE FEBRUARY 3, 2010 Federal Emergency Management Agency Planning Commission DATE: REQUEST: APPLICANT: LAND OWNER: LOCATION: November 5, 2009 CASE NO.: 09-44 Conditional Use Permit to locate wireless antennas on an existing communication monopole tower with necessary ground appurtenances. David Fischer for Clear Wireless LLC dba Clearwire Roger Nelson Northwest corner of the site at 1754 Washington Ave COMPREHENSIVE PLAN DISTRICT: ZONING: MEETING DATE: REVIEWED BY: PREPARED BY: BPI - Business Park Industrial BP -I - Business Park Industrial November 9, 2009 Community Development Director Michel Pogge, City Planner Of BACKGROUND David Fischer for Clear Wireless LLC dba Clearwire has made application for a conditional use permit to co -locate on an exiting communication monopole tower and to install necessary ground appurtenances at 1754 Washington Ave. The existing tower is 98 feet tall and is located on the Brines Market site. Necessary appurtenances include a proposed 7' by 7' lease area for ground equipment. All of the equipment will be located inside the current fenced area. Currently on the tower T-Mobile is located at the top and Verizon is located at a height of approximately 85 feet. Clearwire proposes to locate at a height of approximately 70 feet. Clearwire is a provider of WiMax data service. WiMax is a fourth -generation, or 4G, wireless technology that is advertised to run 10x faster than current 3G wireless data service. Unlike traditional cellular service providers, Clearwire is a wireless broadband ISP (internet service provider) and does not provide traditional voice service like Verizon, T-Mobile and other similar cellular service providers. Clear Wireless LLC dba Clearwire CUP November 5, 2009 Page 2 SPECIFIC REQUESTS An antenna co -location within the City requires a Conditional Use Permit.1 Therefore, Mr. Fischer has requested the Planning Commission to approve a Conditional Use Permit for the collocation of Clear Wireless LLC dba Clearwire equipment on the existing tower. EVALUATION OF REQUEST The Planning Commission may grant a Conditional Use Permit when the following conditions are mete: 1. A tower and antenna may be no more than 75 feet in height, 100 feet if collocated; The existing tower is only 98 feet tall and therefore meets the height requirement for collocated users. 2. A tower may not be located within 300 feet of any property line of residentially zoned property. The nearest residentially zoned property is over 700 feet away to the north which satisfies this requirement. 3. A tower may be located no closer to a street property line than a distance equal to the height of the tower plus ten feet. The tower is approximately 190 feet from the street right-of-way with Washington Ave which satisfies this requirement. 4. Minimum lot size is 0.5 acres for a primary tower use. The site were the tower is located is 2.8 acres which satisfies this requirement. 5. Towers may be located no closer than one-half mile to the closest tower for other collocation PWCS transmitting facility. The nearest existing tower is near Lily Lake Elementary School along side the City's water tower. This site is just over one-half mile to this site which satisfies this requirement. 6. If a tower is erected on a site with an existing primary structure, the site must have a space of 1,200 square feet set aside exclusively for tower use. The tower may not be located in the front or corner side yard setback area of the primary structure but to the rear of the site. The tower site is located on a irregular shape area that is approximately 41' x 44' with a total area of 2,002 square feet. The tower is located in the northwest corner of the site in the rear of the site. This requirement has been satisfied. City Code Ch. 31-512, Subd. 4 2 City Code Ch. 31-512, Subd. 4(b) Clear Wireless LLC dba Clearwire CUP November 5, 2009 Page 3 ALTERNATIVES The Planning Commission has the following options: 1. Approve the requested Conditional Use Permit with the following conditions: a. All revisions to the approved permit shall be reviewed and approved by the Community Development Director. b. No additional signage is allowed, except for required regulatory warning signs. The applicant shall submit all required regulatory warning signs for review and approval by the Community Development Director prior to installation. 2. Deny the Conditional Use Permit. 3. Continue the public hearing until December 14, 2009 in order for the applicant to submit additional information. The 60 day decision deadline for the request is December 6, 2009; however, staff could extend the review deadline for an additional 60 days as allowed by state statutes. STAFF RECOMMENDATION City staff believes that the proposed collocation satisfies the necessary conditions for a CUP and therefore recommends that the Planning Commission recommend City Council approval of the CUP with the two conditions detailed above. attachments: Applicant's Letter and site plan PLANNING ADMINISTRATION APPLICATION FORM COMMUNITY DEVELOPMENTDEPARTMENT CITY OF STILLWATER 216 NORTH FOURTH STREET STILLWATER MN 55082 Case No: Date Filed: Fee Paid: Receipt No.: ACTION REQUESTED X Special/Conditional Use Permit Variance Resubdivison Subdivision* Comprehensive Plan Amendment* Zoning Amendment* Planning Unit Development * Certificate of Compliance Lot Line Adjustment *An escrow flee is also required to offset the costs of attorney and engineering fees. The fees for requested action are attached to this application. The applicant is responsible for the completeness and accuracy of all forms and supporting material submitted in connection with any application. All supporting material (i e., photos, sketches, etc.) submitted with application becomes the property of the City of Stillwater. Sixteen (16) copies of supporting material are required. If application is submitted to the City Council, twelve (12) copies of supporting material are required. A site plan showing drainage and setbacks is required with applications. A complete legal description of subject property is required. Any incomplete application or supporting material will delay the application process. After Planning Commission approvals, there is a 10-day appeal period. Once the 10-day appeal period has ended, the applicant will receive a zoning use permit which must be signed and submitted to the City to obtain the required building permits. /�j �/, / / j�PROP�E/R/TY IDENTIFICATION Address of Project /f 5 WAS44A 1� AR--i.cf/ 4/1.44*)4ssessor's Parcel No.32-636 10-3 I-00 11 nn TS0%z. (GEO Code) Zoning District 'VS Description of Project WA`Cit,Ac'clovpvt0 vre_ AAA p^A% )c S n " (A c 'I k 40t.JZOL- ert Q GAb4 1� 1t 1vc k t� i %� � 41i.i4ir�•�J 1 n.t.. zA�M PO%"" 6 . 1 "I hereby state the foregoing statements and all data, information and evidence submitted herewith in all respects, to the best of my knowledge and belief, to be true and correct I further certify 1 will comply with the permit if it is granted and used." &MC Ew k,et1/4kritC KvAtvot:2Aet\-\a,r-, 76%A.4 CCWKtk kcw-, I*4.4 CAW Qttecy Pro Owner Representative 'IN-‘1 ,J , le -VS( Mailing Address Mailing Address ZZV-k 4.14-5.AD City - State - Zip / City - State - Zip c..37 S;: / t4tui Telephone Telephone No. LOSo CQ- [9(Z 1 'c( Signa - re Signa ture.� A�-4J `� (Signature is required) (Signature is required) PLANNING ADMINISTRATION APPLICATION FORM Case No: Date Filed: Fee Paid: Receipt No.: SITE AND PROJECT DESCRIPTION Lot Size (dimensions) x Total Building floor area t)/4 square feet Land Area 7 k 7 ' /c/PSEfh'e.o4 Existing square feet Height of Buildings: Stories Feet Proposed square feet Principal N/A NA" Paved Impervious Area All/A square feet Accessory "I/4 "VA No. of off-street parking spaces A.. H:\mcnamara\sheila\PLANAPP.FRM April 9, 2008 Site Project Legal Description Real property located in Washington County. Minnesota. described as follows: That part of the South 344.88 feet of Outlot A. Stillwater industrial Park. Washington County. Minnesota. lying East of the West 386.97 feet thereof. Washington County. Minnesota. Property Tax Parcel Number: 32-030-20-31-0011 TB‘C.O-AScAAt 0 V J2 k AO-LLC— V3\scaalj2-e5. Check list for Planning Applications Incomplete or unclear applications/plans will be returned to the applicant and may result in delay of application processing. Check and attach to application. pi The application form completed and signed by the property owner or owners authorized representative. A complete legal description of subject property. E4 Building plans clearly dimensioned and scaled (16 copies). Ig The site plan showing exterior property lines, easements, lot width and depth and lot area building(s) location. (See attached site plan example, a parcel boundary survey may be required). AO 41;5,4y jo,�,,r- Nt All adjacent streets or right of ways labeled. Location, elevation, size, height of building or addition, dimensions, materials and proposed use of all buildings and structures (including walls, fences, signs, lighting and hooding devices) existing and proposed for the site (if the site is in a Historic District, additional design detail maybe required). /v A ,V f6,1W„..us lg Distances between all structures and between all property lines or easements and structures. iv/,4 [g. Show Adjacent buildings to this application site and dimension from property line. 'I All major existing trees on the site (4 inch caliber or greater), giving type, location, size and other site coverage conditions. /V/A /oc.a{. 01 c,Z 1444/0 4.-)C 54t nt 1 Mom; eb Show existing significant natural features such as rock outcroppings or water courses (existing and proposed marked accordingly). /✓/4 RC Locate all off-street parking spaces, driveways, loading docks and maneuvering areas with dimensions for driveway widths and parking space sizes. ,Y�i4 x.'5�; 5, 4.. , (3 Pedestrian, vehicular and service points of ingress and egress; distances between driveways and street comers. NJ/A <.,ci5 f-f 1-, ,"4,55/4,,"4 5 91) Landscape plan showing number of plants, location, varieties and container sizes (landscape plan)./t1/ Existing and proposed grading plan showing direction and grade of drainpge through and off the site; indicate any proposed drainage channels or containment facilities. Al/di 47. 5 / Q ' Required and existing street dedications and improvements such as sidewalks, curbing and pavement (may not be required). Nlft J Letter to the Planning Commission describing the proposed use in detail and indicting how this use will effect and compatibility with adjacent uses or areas A h ci.acj A krc to act . izr Applications for new structures on slopes of 12 percent or greater must include an accurate topographic map. The map must contain contours of two -foot intervals for slopes of 12 percent or greater. Slopes over 24 percent shall be clearly marked. Other such data as may be required to permit the planning commission to make the required findings for approval of the specific type of application. /D A d °I App i nt/owner signature / ate National Development Team - Tower Asset Management 12920 SE 38th Street Newport Tower, lst floor, 1550 Bellevue, WA 98006 October 8, 2009 I . ! • RE: Letter of Authorization — Co -Location on T-Mobile tower. Property address: 1754 Washington Ave, Stillwater MN 55082 Latitude: 45° 2' 28.14" Longitude: 92° 50' 6.97" Al N0423B / Brine Deli To Whom It May Concern: obile• Clear Wireless LLC ("Clearwire") is currently in negotiations with T-Mobile Central LLC, a subsidiary of T-Mobile USA, Inc ("T-Mobile"), to co -locate its communications equipment on the T-Mobile tower located 1754 Washington Ave, Stillwater MN 55082. Clearwire shall be required by the terms of the agreement to seek and obtain all necessary local permits and approvals. As a duly authorized representative of T-Mobile, permission is hereby granted to Clearwire, and agents thereof, for the purpose of consummating any applications necessary to gain the required approvals from the Stillwater,MN Washington County. Any fees or charges associated with all applications or permits and any conditions placed on the applicant shall be the sole responsibility of Clearwire. Yours truly, Teri Battstone Tower Asset Management, Central Region T-Mobile USA, Inc. 425-383-7185 teri.battstone@t-mobile.com [a copy of this document shall have the same effect as an original] BUELL CONSULTING, INC. 2324 University Avenue West, Suite 200 Saint Paul, Minnesota 55114-1854 (651) 225-0792 Fax (651) 225-0795 October 8, 2009 City of Stillwater Michel Pogge City Planner, AICP 216 N. 4th Street Stillwater, MN 55082 Re: Clear wireless LLC Site Number & Name: MN-MSP0052/Stillwater-Washington Ave S. & Crest Curve Blvd. Antenna collocation on existing T-Mobile Central LLC Tower (Site #A1N0423B/Brine Deli) located at: 1754 Washington Ave, Stillwater, MN 55082. PIN # 32-030-20-31-0011. Dear Mr. Pogge and Planning Commission, Buell Consulting Inc. is working on behalf of Clear Wireless LLC, a Nevada limited liability company to perform site acquisition services, which includes leasing, zoning and permitting for the Clear Wireless LLC, WiMAX Wireless Network in Minnesota. The proposed installation is to locate the Clear Wireless LLC antennas on the existing tower owned by T-Mobile Central LLC a/k/a T-Mobile. Clear Wireless LLC is requesting approval for a Special Use Permit to install antennas on the existing 100'AGL T-Mobile monopole at 70' AGL. Clear Wireless LLC also proposes to install an outdoor equipment cabinet located within a 7' X 7' lease area in the northwest corner of the existing T-Mobile fenced compound (as shown on the zoning drawing attached). The existing T-Mobile tower is located within a (BPI) Business Park Industrial Zoning District located at: 1754 Washington Avenue, Stillwater, MN 55082. The legal description for the proposed site is as follows: The South 344.88 of Outlot A, Stillwater Industrial Park, Washington County, Minnesota lying East of the West 386.97 feet thereof, Washington County, Minnesota. Property Tax Parcel Number: 32-030-20-31-0011. The proposed Clear Wireless LLC site is needed for the market launch of the Clear Wireless LLC WiMax Network in Minnesota. Clear Wireless LLC continually strives to improve the quality and coverage of their wireless service areas by adding additional communication facilities in markets where they currently have no WIMAX Wireless Network in order to meet increased demand from their customers. Applicant: Clear Wireless LLC, a Nevada limited liability company. Applicant's Agent: Buell Consulting, Inc. 2324 University Avenue W Suite #200, St. Paul, MN 55114 Site Development Agent: David W. Fischer Email: dfischer@buellconsulting.com Site Acquisition Permitting Est. 1991 Ofc: 651-225-0784 Cell: 612-366-8944 Fax: 651-225-0795 Proposed Site location: 1754 Washington Avenue, Stillwater, MN 55082. Facility Owner: T-Mobile Central LLC a/k/a T-Mobile Parcel Identification #: 32-030-20-31-0011. Legal Description: Real property located in Washington County. Minnesota. described as follows: That part of the South 344.88 Feet of Outten A. Stillwater Industrial Park. Washington County. Minnesota. lying East of the West 386.97 feet thereof. Washington County. Minnesota. Property Tax Parcel Numbcr: 32-030-20-31-001 I Proposed location: 1754 Washington Ave Stillwater, MN 55082 Applicant Information: Clear Wireless LLC, a Nevada limited liability company. CONCLUSION As indicated above, the collocation of the existing telecommunication facility will not be detrimental to the public health, safety or welfare of persons residing or working in the neighborhood, or be materially injurious to the neighborhood, or the general welfare of the City of Stillwater and Washington County. The proposed facility will not place any burden on traffic, nor will it result in objectionable levels of noise, odor, dust or dirt. In addition, the frequencies used by CLEARWIRE LLC are well below the threshold and within the parameters established by the FCC. The proposed CLEARWIRE facility will not interfere with any police, fire or emergency communications or nearby televisions or radios due to the separation in the frequency ranges used by CLEARWIRE Wireless and from those used by other communication devices. The FCC controls and regulates the operation of all the telecommunication equipment and devices to be used at this proposed facility. The proposed facility will conform to all FCC standards and regulations. Respectfully, David W. Fischer Site Development Agent Buell Consulting Inc. 2324 University Avenue, West Suite 200 Saint Paul, MN 55114-4740 Direct: 651-225-0784 Fax: 651-225-0795 Mobile: 612-366-8944 Email: dfischer@buellconsulting.com clear wireless broadband SITE NUMBER: MN-MSP0052 SITE NAME: STILLWATER-WASHINGTON AVE S & CREST CURVE BLVD ZONING DRAWINGS - NOT FOR CONSTRUCTION PROJECT INFORMATION PROJECT DESCRIPTION: MODIFICATION OF EXISTING UNMANNED WIRELESS FACILITY BY ADDING THREE PANEL ANTENNAS AND FOUR DRECTIONAL ANTENJAZ TO THE EXISTING MONOPOLE AND TELECOMMUNICATION CABINET IN PROPOSED LEASE AREA WITH CONNECTING TO POWER SOURCE APPLICANT: CLEAR WIRELESSLLC AGENT FOR APPLICANT: DAVID W. FISCHER BUELL CONSULTNG INC. 2324 UNIVERSITY AVENUE W. SURE 200 ST. PAUL MINNESOTA55114 PHONE: (651)225-0784 FAX (651) 225-0795 CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: CURRENT USE PROPOSED USE: TELCO COMPANY: QWEST PHONE: (800) 777-9694 POWER COMPANY: XCEL ENERGY PHONE: (800) 8954999 SITE LOCATION: LATITUDE: LONGITUDE: TOP OF STRUCTURE AGL: BASE OF STRUCTURE AMSL' PARCEL NUMBER; 32-030-2031-0011 PROJECT AREA: 7'4' X 7'-0' (49 SF) BUSINESS PARK COMMERCIAL IBC 2006 (2007 MINNESOTA STATE BUILDING CODE, CHAPTER 1305) V-NR S-2 CITY OF STLLWATER EXISTING TELECOMMUNICATIONS FACILITY TELECOMMUNICATIONS FACLITY 45.04115 -92.83527 100'-0- 948.163' FACILITY OWNER: T-MOBILE 1754 WASHINGTON AVE STILLWATER. MN.55082 CONTACT: ROSLYNN SCHAEFER PHONE: (773)4445427 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED 2. TRAFFIC IS UNAFFECTED 3. NO ADDITIONAL IMPERVIOUS AREA IS PROPOSED PROJECT TEAM PROJECT LEAD: PROJECT MANAGER: JOHN THIELEN CLEARWIRE 8800 W. HIGHWAY 7, SUITE 203 ST. LOUIS PARK MN 55426 PHONE: (612) 3283929 PROJECT ARCHITECT: NESTOR POPOWYCH SAC WIRELESS 11300 SORRENTO VALLEY ROAD, STE 230 SAN DIEGO, CA92121 CONTACT: WILL TATE PHONE: (619)846.8302 PROJECT SITE DEVELOPMENT: BUELL CONSULTING INC. 2324 UNIVERSITY AVE W SUITE 200 SAINT PAUL MN 55114 CONTACT: GEORGE DRCHMAN PHONE: (651) 209-6764 FAX: (651) 225-0795 VICINITY MAP DRIVING DIRECTIONS HEAD NORTHWEST ON GLUMACK DR 0.1 MILE. SLIGHT LEFT TO STAY ON GLUMACK DRIVE 1.1 MLE, MERGE ONTO MN-6 W VIA RAMP TO BLOOMINGTON/I-494 1.1 MILE, TAKE RAMP ONTO 1-494 E 16.8 MILE, CONTINUE ON I-694 W 3.1 MILES, TAKE EXIT55 TO MERGE ONTO34TH ST N/MN-212/MN-5, CONTINUE TO FOLLOW MN-57 0.3 MILES, CONTINUE ON STILLWATER BLVD N 02 MILES, TURN RIGHT AT CURVE CREST BLVD W 0.4 MILES TURN LEFT BEFORE YOU GET TO WASHINGTON AVE 5: AT 754 WASHINGTON AVENUE STLLWATER, M4 55082 APPROVAL SIGN OFF DATE SIGNATURE CLEARWIRE RV: LANDLORD: CONST: S/A: R.F.: ZONING: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLNE NOTE AS DRAWINGS ARE BENG REVIEWED DRAWING INDEX SHEET DESCRIPTION T-1 TITLE SHEET A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 SOUTH & WEST ELEVATIONS A4 NORTH & EAST ELEVATIONS LEGAL DESCRIPTION STILLWATER INDUSTRIAL PARK PT OF S 344.88FT OLT A LYING E OF W 386.97E7 THEREOF SUBJ TO (AVM', TRAIL & OTHER EASE; CENSUS TRACT NUMBER 0706.01; STILL WATER INDUSTRIAL PARK SUBDIVISION ABBREVIATIONS A/C AIR CONDITIONNG AGL ABOVE FINISH GRADE APPROX APPROXIMATELY BLDG BLK CLG CLR CONC CONST COAT DAP DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FN FLUOR FLR FT GA GALV GC GRI4D GYP BD BUILDING BLOCKING CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS DIVERSITY ACCESS POINT DOUBLE DIAMETER DIAGONAL DOWN DETAL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLOURESCENT FLOOR FOOT GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING ID INSIDE DIAMETER IN INCH INFO INFORMATION INSUL INSULATION INT INTERIOR IBC INTERNATIONAL BUILDING CODE LBS POUNDS MAX MAXIMUM MECH MECHANICAL MTL METAL MFR MANUFACTURE MGR MANAGER MN MINIMUM MISC MISCELLANEOUS RO ROUGH OPENNG NA NOT APPLICABLE NIC NOT IN CONTRACT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TMA TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STUD SUSPENDED THROUGH TOWER MOUNTED AMPLIFIER TINNED TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ W/O WP WITH WITHOUT WATER PROOF clearw e® wireless broadband 8800 HWY 7 STE. 203 SAINT LOUIS PARK, MN 55426 A&E: SE WIRELESS 11300 SORRENTO VALLEY ROAD STE 230, SAN DIEGO, CA 92121 W W W.SACW.COM W CNI N I auk Z CO o Q ozz alll. 0 2N Z W 2 Z�� N REVISIONS NO. DATE DESCRIPTION BY 0 10/08/09 FINAL MR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TALE TITLE SHEET SHEET NUMBER T-1 THE INFORMATION CONTAINED IN THIS SET OF ZONING DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH REIATESTO CARRIER SERVICES IS STRICTLY PROHIBITED. THE INFORMATION CONTAINED IN THIS SET OF ZONING DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. NV -Id 31IS (t(ao) (9C" E) ..P.OP-..L °3T✓DS WASHINGTON AVE S MAGNETIC NORTH 41110 1 41) z z Dy 1 z U1 w m o m m z m NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET REVISIONS NO.1 DATE I DESCRIPTION 1 BY 1 r 1 MN-MSP0052 1754 WASHINGTON AVENUE STILLWATER, MN. 55082 (0 *0 c fA y N 00) Q —1 g o ; In Cr z is o_ EW co a PROPOSED CLEARWRE GPS ANTENNA PROPOSED CLEARW1RE ETHERNET CABLE INSIDE 23" EMT CONDUIT FROM EQUIPMENT TO TOWER BASE AND ETHERNET TO ANTENNAS PROPOSED CLEARWRE 26.0 DIRECTIONAL ANTENNA (TYP. OF4) PROPOSED CLEARWIRE PANEL ANTENNA (TYP. OF 3, 1 PERSECTOR) PROPOSED CLEARWRE DAPS (TYP OF 3, 1 PER SECTOR) EXISTING ICEBRDGE 1217 EXISTING SHELTER EXISTING CHAINLSJI( FENCE EXISTING ACCESS GATE PROPOSED CLEARNARE FRAME MOUNTED BASE STATION CABINET EXISTING ICE BRIDGE / / O O / / / / EXISTING BOLLARDS (TYP.) EXISTING POWER BTELCO EXISTING NC UNITS (TYP) EXISTING SHELTER EXISTING GPS EXISTING BOLLARDS (TYP) NOTE: PROPOSED UTILITY DESIGN TO BE DETERMINED 0g8 ENLARGED SITE PLAN 0 1' 2' 3' SCALE: 3/8" - 1,0" (24x36) (OR) 3/16" . 1'-0" (11x17) 1 clear wireless broadband 8800 HWY 7 STE. 203 SAINT LOUIS PARK, MN 55426 WIRELESS 11300 SORRENTO VALLEY ROAD STE 230, SAN DIEGO, CA 92121 W W W.SACW.COM W Oat 111 0Q� a z z a o Z LV y Z ''AA REVISIONS NO. DATE DESCRIPTION BY 0 10/08/09 FINAL MR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 THE INFORMATION CONTAINED IN THIS SET OF ZONING DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. THE INFORMATION CONTAINED IN THIS SET OF ZONING DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Z 0 rn rnr O <r- ;4' (Li.' L) ..9•.L a „zv6 (io) i � � 1 HA A m�mO O -�� m O AI a A A A NOI1VA313 1S3M (9ExPz)..U.L- .9 WE :31V3S 2 X N2 9 o00 ouo no I; ;,Niagigt y 6Zi 2 ft Y R IR Y ft m-y Om 2-0 Mg go 3m A 12 zT ZTZ D 0 0 c 90 y 0 co NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET REVISIONS NO.I DATE I DESCRIPTION I BY g P m M N -M S P0052 1754 WASHINGTON AVENUE STILLWATER, MN. 55082 mg N 00 co 12 m >2O m 0- ;a O Pis A PROPOSED CLEARWIRE DAPS (TYP OF 3, 1 PER SECTOR) PROPOSED CLEARWRE PANEL ANTENNA (TYP. OF 3, 1 PER SECTOR) PROPOSED CLEARY. E 26" 0 DIRECTIONAL ANTENNA (TYP. OF 4) PROPOSED CLEARY/RE GPS ANTENNA PROPOSED CLEARMRE FRAME MOUNTED BASE STATION CABINET EXISTING CHAIN LINK FENCE 33.3 1333 TOP OF EXISTING TOWER dk ELEV. 100'-0" REF. EXISTING ANTENNA (TYP.) RAD CENTER OF PROPOSED CLEARVARE PANEL ANTENNA AND DIRECTIONAL ANTENNA ELEV. 70'-0" AGL EXISTING TOWER EXISTING GPS EXISTING EQUIPMENT SHELTER TOP OF PROPOSED CLEARWIREGPS ANTENNA AL ELEV. 9'-0" AGL BOTTOM OF PROPOSED CLEARWIRE ETHERNET CABLE CONDUIT ELEV. 7'-0" AGL TOP OF PROPOSED CLEARWIRE SITE SUPPORT CABINET S. ELEV. 6'-6" AGL BOTTOM OF PROPOSED CLEARWIRE SITE SUPPORT CABINET AL ELEV. 2'-0" AGL GROUND LNE Lik ELEV. 0'-0' REF. Y EXISTING A/C/ UNIT EXISTING EQUIPMENT SHELTER EXISTING GPS EXISTING ANTENNA (TYP.) EXISTING ANTENNA (TYP.) PROPOSED CLEARWIRE DAPS (TYP OF 3, 1 PER SECTOR) PROPOSED CLEARWIRE 26" 0 DIRECTIONAL ANTENNA (TYP. OF 4) PROPOSED CLEARWIRE PANEL ANTENNA (TYP. OF 3, 1 PER SECTOR) EXISTING TOWER 033 1-3 TOP OF EXISTING TOWER cik ELEV. 100'-0" REF. RAD CENTER OF PROPOSED CLEARWIRE PANEL ANTENNA AND DIRECTIONAL ANTENNA ELEV. 70'-0" AGL PROPOSED CLEARWIRE FRAME MOUNTED BASE STATION CABINET PROPOSED CLEAR/ARE GPS ANTENNA TOP OF PROPOSED CLEARWIRE GPS ANTENNA AL EXISTING CHAIN / ELEV. 9'-0" AGL LINK FENCE BOTTOM OF PROPOSED CLEARWIRE ETHERNET CABLE CONDUIT ELEV. 7'-0" AGL TOP OF PROPOSED CLEARWIRE SITE SITE SUPPORT CABINET dip ELEV. 6'-6" AGL BOTTOM OF PROPOSED CLEARY/IRE STTE SUPPORT CABINET ELEV. 2'-0" AGL GROUND LINE ELEV. 0,0" REF. SOUTH ELEVATION 0 1.5' 3' 5' SCALE: 3/16" - 1'-0" (24x36) (OR) 3/32" 1'-0" (11x17) 1 EAST ELEVATION 0 1.5' 3' S' SCALE: 3/16" . 1'-0" (24x36) (OR) 3/32" s 1'-0" (11x17) 2 clear wireless broadband 8800 HWY 7 STE. 203 SAINT LOUIS PARK, MN 55426 WIRELESS 11300 SORRENTO VALLEY ROAD STE 230, SAN DIEGO, CA 92121 W W W.SACW.COM REVISIONS REVISIONS NO. DATE DESCRIPTION BY 0 10/08/09 FINAL MR NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE NORTH & EAST ELEVATIONS SHEET NUMBER A-4 THE INFORMATION CONTAINED IN THIS SET OF ZONING DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Planning Commission DATE: November 5, 2009 CASE NO.: 09-45 APPLICANT: Eugenia Junker REQUEST: A variance to allow up to a 13'6" encroachment into the required 20 foot front yard setback for a residential handicap accessibility ramp and front porch [31-308(b)1] LOCATION: 615 Hickory St W COMPREHENSIVE PLAN DISTRICT: SFSL - Single Family Small Lot ZONING: RB - Two Family Residential PC DATE: November 9, 2009 REVIEWERS: Community Dev. Director. PREPARED BY: Michel Pogge, City Planner 1114 DISCUSSION The applicant is requesting a variance to Chapter 31-308(b)1 of the Stillwater City Code to allow for a residential handicap accessibility ramp and front porch to encroach up to 13'6" into the required 20 foot front yard setback. The current home sits approximately 18 feet from the front property line. The proposed porch will extend 8 feet out from the home. The ramp will extend another 3.5 feet out from the front of the proposed porch leaving approximately 6.5 feet from the front property line to the ramp. Homes in this area of Hickory are generally set within the require setback and in several cases just a few feet from the front property line. Even with a setback of just 6.5 feet, this home when compared to its neighbors to the west will have a larger front setback. 615 Hickory St W Page 2 EVALUATION OF REQUEST A variance may be granted only when all of the following conditions are found: 1. A hardship peculiar to the property, not created by any act of the owner, exists. Personal, family or financial difficulties, loss of prospective profits and neighboring violations are not hardships justifying a variance. The property has both front and side entry doors. Currently there is a ramp on the west side of the home; however, its slope exceeds what is considered safe for accessibility purposes and is unusable without assistance. With the current location of the garage and drive it is not possible to modify the existing ramp and provide a safe slope. Staff believes that a ramp similar in design to that presented is the only reasonable option to add an accessibility ramp to this property. Related to the porch, by code the minimum landing for ADA purposed is 5 feet wide. The porch could be reduced from eight down to five feet and still meet code requirements for an acceptable ramp. 2. A variance is necessary for the preservation and enjoyment of substantial property rights; and, if granted, would not constitute a special privilege not enjoyed by neighbors. This property is zoned for a single-family home and is currently being used as a single-family home. It is an unreasonable burden to not allow suitable access for the home's occupants. This access is not simply necessary for normal access to the home but also for safe egress out of the home in case of a fire or other emergency situations. Even with the addition of the ramp and porch, the lot will be under the maximum lot coverage requirements as set out in the code. Therefore, staff believes the front setback requests are acceptable. 3. The authorizing of the variance will not be of substantial detriment to adjacent property and will not materially impair the purpose and intent of this section or the public interest nor adversely affect the comprehensive plan. The eight foot porch will not cause the home to have a closer setback than other properties around it. Other than reducing the porch to 5 feet wide, the request is the minimum needed to meet state building standards for residential access ramp. Overall the difference between an eight foot and a five foot porch is fairly minimal and is an item that best left to the Commission to decide. Overall, this request will not adversely impact the adjoining property owners. The authorizing of the variance will not be of substantial detriment to adjacent property and not materially impair the purpose and intent of this title or the public interest nor adversely affect the Comprehensive Plan. 615 Hickory St W Page 3 FINDINGS 1. That the hardship is peculiar to the property, not created by any act of the owner, exists. In this context, personal financial difficulties, loss of prospective profits and neighboring violations are not. 2. That a variance is necessary for the preservation and enjoyment of substantial property rights possessed by other properties in the same district and in the same vicinity; and that a variance, if granted, would not constitute a special privilege of the recipient not enjoyed by his neighbors. 3. That the authorizing of the variance will not be of substantial detriment to adjacent property and not materially impair the purpose and intent of this title or the public interest nor adversely affect the Comprehensive Plan. ALTERNATIVES The Planning Commission has the following options: 1. Approve the requested variance to allow a 13'6" encroachment into the required 20 foot front yard setback for all structures in the RB district [31-308 (b)(1)]. Additionally, staff would suggest that the following conditions for approval: a. All revisions to the approved plan shall be reviewed and approved by the Community Development Director. b. The ramp is to be located no closer than 6'5" to the front property line. 2. Deny the requested variance to allow a 13'6" encroachment into the required 20 foot front yard setback for all structures in the RB district [31-308(b)1]. If the Commission chooses to deny the variance, the commission needs to make a negative finding of fact on the required that supports the denial. 3. Continue the public hearing until the December 14, 2009 Planning Commission meeting. The 60-day decision deadline for the request is December 12, 2009; however, staff could extend the review deadline for an additional 60 days as allowed by state statutes. RECOMMENDATION Review and take an action. Case 09-45 615,Hickory St W Sidewalk connection to front sidewalk new ramp Hickory St W 6.5 feet CO Proposed 8' by 23'9" Porch urrent Ramp Existing Home r Me r" J Gi ni,.*tier €:{ ting material . _ ... "a %,.._ . r� r sn Tatted X4fi ed. A Site Dian S mZ3wt ha f-' 1 a 0-t y.. - �_1 period.. d.. Once el•Te 4� Lk XS G tiNitT :- zr-•3 €1PtiiFMt 'An esi:e • ry sric to ...tea. action are a___ had to a fe as t�1 to the and.setthu After Ph,:i.bning ended, ..he si..plicant .,., c -.� i .t 3 l yr ti n i P ;ect �y _ �;. .� �--��..w �.., yes vL s � iv=tea :o93 has obtain ain "thereby slaw the v^redoing siaie##ie reespects; to the best, of rnv I1now#edg permit if it is granted and used." Own !,,,I uttel Address t1 - State - 'a1 1LT Teien Siggnet*re Ig s cessary ur t5 anci aii and belie hcepfesentative IM1':: ai i t'J Al dre nce sub thinail #31vwith the Jr6nJ (Signature is SITE AND PROJECT DESCRIPTION square feet s4-]u r feet `el .. re feet teet AIAS IEEE Name - NORTH DAKOTA STATE UNIVERSITY COLLEGE OF ENGINEERING & ARCHITECTURE Problem: r- t Sheet 1 of Course - Date: ft = Planning Report DATE: November 5, 2009 CASE NO.: 09-46 APPLICANT: Janet Jezior REQUEST: Front property line setback variance ZONING: RA, Single Family Residential LOCATION: 5 River Heights Drive PUBLIC HEARING:November 9, 2009 REVIEWERS: City Planner, Building Official PREPARED BY: Bill Turnblad, Community Development Director BACKGROUND Janet Jezior is planning major construction on her home. The project includes replacing the whole roof to correct water problems and the addition of a 12' by 23' third stall to the garage for storage. The location of the existing home is non -conforming, since it only has a front property line setback of about 17 feet, whereas a 30 foot setback is the minimum required setback within the subject RA Zoning District. The location of the current home with respect to its front property line can be seen in the attachment entitled "Jezior Variance, Neighborhood View". The proposed garage addition would be even closer to the front property line than the existing non -conforming home location. The additional stall would have about a 13 foot setback. SPECIFIC REQUEST A 17 foot variance is being requested from the 30 foot required front yard setback to allow a garage addition to be built within 13 feet of the front property line. Jezior Variance November 5, 2009 Page 2 of 3 COMMENTS ON REQUEST The Planning Commission may grant the requested variance only if the following conditions are found to be satisfied': 1. A hardship peculiar to the property, not created by any act of the owner, exists. Personal, family or financial difficulties, loss of prospective profits and neighboring violations are not hardships justifying a variance. The purpose of the variance process2 is to allow variation from the strict application of the terms of the Zoning Ordinance where, by reason of the exceptional narrowness, shallowness or unusual shape of a specific piece of property or by reason of exceptional size, shape, topographic conditions, the literal enforcement of the terms of the ordinance would cause practical difficulties or undue hardship. In this case, the physical characteristics of the land do not present a hardship. Though, the location of the home does not allow for the desired third garage stall. 2. A variance is necessary for the preservation and enjoyment of substantial property rights; and, if granted, would not constitute a special privilege not enjoyed by neighbors. The core of this review standard is whether requiring the property owner to abide by the zoning regulations would deprive the owner of substantial property rights. While the additional storage space afforded by the proposed third stall is desirable, it is hard to argue that the amenity of a third garage stall is a property right. Perhaps additional storage space could be created in other code compliant ways. For example, the new roof will create considerable attic space. Perhaps some of this space could be made accessible to the owner for storage. 3. The authorizing of the variance will not be of substantial detriment to adjacent property and will not materially impair the purpose and intent of this section or the public interest nor adversely affect the comprehensive plan. The general purposes of a required front yard setback include creating an open corridor of set dimensions. In the RA Zoning District the minimum open corridor dimension is 120 feet from front door on one side of the street to front door on the other side of the street. In the case at hand, the 120 foot corridor already has an encroachment. It happens to be directly across the street. In 1976 a pool with a 6 foot tall fence was granted a variance to be within 10 feet of the front property line. That together with the fact that the Jezior house only has a 17 foot setback has created a corridor constriction that is only 87 feet wide. The proposed third City Code Section 31-208(d) 2 City Code Section 31-208(a) Jezior Variance November 5, 2009 Page 3 of 3 garage stall would constrict it further to a width of only 83 feet. This is a substantial deviation from the 120 feet intended in the RA Zoning District. ALTERNATIVES The Planning Commission has several alternatives. A. Approve If the property owner's proposal is found acceptable to the Planning Commission, it could approve the variance. B. Deny If the Planning Commission finds that the variance is not advisable, it could deny it. With a denial, the basis of the action should be given. cc: Janet Jezior, applicant attachments: Zoning & Location Map Neighborhood View Application materials City of Community Development Department illwater Jezior Variance Neighborhood View Jezior Property 14between street and property line V30' Front Setback Line .11 Proposed garage addition 1575 1524 1505 1504 1421 1422 1 1415 1414 I 1 EA6T-&'c MORE -6T 10 1319 1324 - EAST-£T144W illy 01 ter Janet Jezior Zoning & Location Map Community Development Department - HAZEL- STREET-- — - ST-£RRIX LW!, °-1 vv 411403 1.1 321 1413 if-'407 322 L —STREET, 1319 1313 313 303 209 307 305 314 308 304 216 210 0 o — AVENUE — W ALDER ST 1819 1419 103Q 105 w Zoning Districts A-P, Agricultural Preservation RA - Single Family Residential RB - Two Family TR, Traditional Residential LR, Lakeshore Residential N CR, Cottage Residential CTR, Cove Traditional Residential CCR, Cove Cottage Residential CTHR, Cove Townhouse Residential 14. TH, Townhouse RCM - Medium Density Residential RCH - High Density Residential VC, Village Commercial CA - General Commercial CBD - Central Business District BP-C, Business Park - Commercial BP-0, Business Park - Office BP -I, Business Park - Industrial IB - Heavy Industrial CRD - Campus Research Development PA - Public Administration E ySYCA11 E ALDER ST 305 202? 2018 06 2016 11419 428 / 2103 1/ EAST,, DER sr 1421 sj 1425 R—AVENdE Township Public Works Facility ROAD Railroad WATER 10 a CA) 101.0 7;4. .‘11 • "\•‘\\_ \t\- \MkN;C:, • \'7--\?\•,‘. 1\1 If Int 111 I/14 , PO/ - f ) T . • • O z 1