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Home My WebLink About25-0276\V-: '' '•<. r'jU-L.'s-.'-- — •--' ^' Sippet Consulting Services Soil and Groundwater Professionals 354 Brimhall St St. Paul, Minnesota, 55105 December 23, 2024 Ms. Talitha Goldammer Sent via email 330 Pine Street Circle Pines. MN 55014 RE: Environmental Impact Analysis 23185 Jack Pine Road, Cornucopia, Wisconsin Sippel Consulting Services (SCS) was retained by Talitha Goldammer (Owner) to conduct an Environmental Impact Analysis (E.I.A.) for a proposed campsite development within approximately 17.7 acres of the property located at 23185 Jack Pine Road, Cornucopia, Wisconsin (Site). The purpose of this E.I.A. is to fulfil the requirement of the Bayfield County Ordinance, Title 13: Zoning Code, Section 13-1-42: Environmental Impact Analysis. The attached report and appendices provide the necessary information complete the Environmental Impact Analysis as outlined in Title 13: Zoning Code, Section 13-1-42. The Site development evaluated in this E.I.A. is a proposed small campground that includes 30 campsites in an area of 17.7 acres of undeveloped forest land. The Site is currently zoned for residential/recreational business development. The proposed development is designed as a walk-in campground featuring 30 campsites approximately 20 feet x 50 feet with raised tent platforms. The campsites would be constructed to minimize the removal of trees and to exist within the natural surroundings. The proposed development meets the requirements of the Bayfield County Ordinance, Title 13: Zoning Code and addresses recommendations in the Bayfield County Comprehensive Outdoor Recreation Plan 2020-2024 for the creation of camping sites in the Town of Bell and the Cornucopia Airport. OK: 2 32024 Should you have any questions or comments concerning the attached report, please contact me at your convenience at 651.2472043. Regards, .<7W^ Randall Sippel Senior Geologist/Hydrogeologist/Principal Sippel Consulting Services OEC 2 32024 Environmental Impact Analysis Campground 23185 Jack Pine Road Cornucopia, Wl Corny Camping LLC December 22, 2024 Sippel Consulting Services 354 Brimhall Street St.Paul, MN 55105 23185 JACK PINE ROAD, CORMUCQPtA.WI DE.C 232U24Table of Contents 1 Introduction...................................................................................................................................................... 1.1 Uses Requiring an E.I.A. .............................................................................................................................. 1 2 Summary Statement............................................................................................................................................. 1 3 Nature of the Site and Surrounding............................................................................................................... 1 3.1 Site Characteristics and Topography..................................................................................................... 1 3.2 Geology and Soils of Bayfield County...................................................................................................2 3.2.1 Geology...................................................................................................................................................2 3.2.2 Soils.............................................................................................................^ 3.2.3 Clayey Soils and Sandy Soils over Clay........................................................................................ 2 3.2.4 Sandy Soils...........................................................................................................^ 3.2.5 Loamy Soils of Uplands.....................................................................................................................3 3.2.6 Silty Soils of Uplands and Flats.........................,.............................................................................3 3.2.7 Wet Mineral and Organic Soils.......................................................................................................3 3.2.8 Site Geology and Soils.......................................................................................................................3 3.3 Percolation Tests and Core Samples..................................................................................................... 5 3.4 Water Resources........................................................................................................................................... 5 3.5 Vegetation Characteristics......................................................................................................................... 6 3.6 Land Use Patterns.........................................................................................................................................6 4 Proposed Development.......................................................................................................................................? 4.1 Site Design......................................................................................................................................................? 4.1.1 Landscaping...........................................................................................................................................? 4.1.2 Wetlands and Shoreland...................................................................................................................8 4.2 Existing Vegetation......................................................................................................................................8 4.3 Storrn Water Runoff...............,...............................................,...........................................................^ 4.4 Waste Disposal..............................................................................................................................................8 4.4.1 Waste Water Generation..................................................................................................................8 4.4.2 Solid Waste Generation.....................................................................................................................9 4.5 Water Well..............................................................................................................^^ 5 Impacts of Development on Natural Surroundings............................................................................... 10 Sippel Consulting Services December 22, 2024 23-}85.tACKPlNERQAD,CORNUCOPIA,WI D&C 2 3 2024 5.1 Wildlife............................................................................................................^ 5.2 Frontage on Navigable Water............................................................................................................... 10 6 Alternatives to Proposed Action ................................................................................................................... 10 7 Economic - Social Impacts .............................................................................................................................. 1 1 7.1 Population.................................................................................................................................................... 11 7.2 Estimate Total Days................................................................................................................................... 11 7.3 Economic Benefits..................................................................................................................................... 11 7.3.1 Construction Trades......................................................................................................................... 11 7.3.2 Property Values................................................................................................................................. 1 2 7.3.3 Tax Revenue........................................................................................................................................ 12 7.3.4 Retail Sales.............................................................................................................^^ 7.4 Services........................................................................................................................................................^ 12 7.4.1 Roads...............................................,...............................................................^ 7.4.2 Snow Plowing..................................................................................................................................... 12 7.4.3 Traffic Loads.........................................................................................................^^ 7.4.4 Solid Waste Generation.................................................................................................................. 1 3 7.4.5 Schools.............................................................................................................^ 7.4.6 Emergency Ser/ices......................................................................................................................... 1 3 7.5 Assessment................................................................................................................................................... 13 APPENDICES Appendix A: Figures and Drawings Appendix B: NRCS Soil Survey Appendix C: Water Well Records Sippel Consulting Services December 22, 2024 ^issyAcxtiiER^^ DEC ° 3 '^4 1 Introduction Sippel Consulting Services (SCS) was retained by Corny Camping LLC (Owner) to conduct an Environmental Impact Analysis (E.I.A.) for a proposed campsite development within approximately 17.7 acres of the property located at 23185 Jack Pine Road, Cornucopia, Wisconsin (Site). The purpose of this E.I.A. is to fulfil the requirement of the Bayfield County Ordinance, Title 13: Zoning Code, Section 13-1-42: Environmental Impact Analysis. The following sections of this report along with the maps and attachments provide the necessary information presented in Title 13: Zoning Code, Section 13-1-42. 1.1 Uses Requiring an E.I.A. As outlined in Title 13: Zoning Code, Section 13-1-42, subsection D, Item (3) Any mobile home park, campground or camping resort shall require an E.I.A. 2 Summary Statement The Site development evaluated in this E.I.A. is a proposed small campground that includes 30 campsites in an area of 17.7 acres of undeveloped forest land. The Site is currently zoned for residential/recreational business development. The proposed development is designed as a walk-in campground featuring 30 campsites approximately 20 feet x 50 feet with raised tent platforms. The campsites would be constructed to minimize the removal of trees and to exist within the natural surroundings. The proposed development meets the requirements of the Bayfield County Ordinance, Title 13: Zoning Code and addresses recommendations in the Bayfield County Comprehensive Outdoor Recreation Plan 2020-2024 for the creation of camping sites in the Town of Belt and the Cornucopia Airport. 3 Nature of the Site and Surrounding The Site address is 23185 Jack Pine Road, Cornucopia, Bayfield County, Wisconsin. It is located in the NW 1/4 of the SW 1/4 of Section 26, Township 15 North, Range 6 West, within Town of Bell. The location of the Site is illustrated on Figure A1, included in Appendix A. 3.1 Site Characteristics and Topography The Site is undeveloped and densely forested with primarily younger decictuous broadleaf popular trees and pine trees along with various saplings and scrub/brush undergrowth. Based on the type and maturity of the trees it is likely the timber on this Site was previously harvested. The topography of the Site is relatively flat to 6 percent slope across the area. Site elevations range from approximately 730 feet, National Geodetic Vertical Datum (NGVD), on the eastern portion to 690 feet NGVD, on the western portion of the Site. The change in elevation is approximately 40 feet vertical over a horizontal distance of 650 feet. Existing elevation contours and proposed site development contours are shown on Figure A S3 provide in Appendix A. Sippel Consulting Services Page 1 December 22, 2024 233'§5J^€l<131NEROAD/t:ORNN£QBI^^^^W ni-" r' 9 Q ^n/3.2 Geology and Soils of Bayfield County i-!i-- ': --'Lu' 3.2.1 Geology Most of Bayfield County is underlain by ancient (Precambrian) sandstone and igneous rocks. Part of the county is underlain with Superior Red Sandstone, over which is a thick mantle of clay and gravel, forming an artesian slope. This produces an excellent source of underground water supply. Crystalline rock underlies part of the southern section of the county with granite outcroppings common along the Marengo River at the western edge of the Penokee Range. Glacial deposits, reaching 300 feet over bedrock in some places, cover most of the county. Those deposits covering the Lake Superior lowland are generally shallow lake basin deposits. A large pitted outwash plain is located in the west central part of the county. This plain is continuous down through Douglas and into Washburn and Burnett Counties except for an end moraine that runs southeast/northwest across the county. A thin layer of drift covers the southwestern corner of the county. The tower elevations around the fringe of the peninsula are covered with lake deposits consisting mostly of red clay, which form the base for productive soils in some areas. Steep topography and bedrock near or at the surface are found along Lake Superior in many places, providing for many scenic areas. Clayey lake deposits occurring further inland in the lowland west and southwest ofAshtand and in the northwest part of the county provide for some of the most productive agricultural land in northern Wisconsin. 3.2.2 Soils General Soil Characteristics - A wide variety of soils with varied suitability for agriculture, forestry, and other purposes exist in Bayfield County. Soil associations fall into five generalized categories: 3.2.3 Clayey Soils and Sandy Soils over Clay Located around the fringe of the peninsula and in area to the west and southwest of Ashland, these soils contain the major agricultural areas of the county. 3.2.4 Sandy Soils Dominating much of the inland areas of the Bayfield Ridge and the Pine Barrens in the west central part of the county, these soils are poorly suited for agriculture but well suited for pine trees. • Northwest Sands Area -The NW Sands Area is a unique region that stretches southwest to northeast through Burnett, Washburn, Douglas, and Bayfield Counties. This area is largely rural in character and many local residents have lived in the area for several generations. Soils in this region are very sandy and ctroughty. Within the NW Sands Area, Precambrian and Cambrian bedrock are covered with 100 to 600 feet of glacial drift with the thickest deposits in the northern part of the area. The underlying Sippel Consulting Services Page 2 December 22, 2024 23^8&^^lfeNNERC^D,GORNU^ bedrock is Cambrian quartzose and glauconitic sandstone and siltstone at the southern edge. In the northern part of the area (Bayfield County), the bedrock is Precambrian basalt, uthic conglomerate, sandstone and shale, and feldspathic to quartzose sandstone. The NW Sands Area consists of a large nearly level to hummocky pitted out wash plain. Soils are deep sands that tend to be low in organic material and highly porous. These soils are classified as Psammants and Orthods and support the dry forests, barrens, and limited agricultural lands of the region. The entire area is highly susceptible to groundwater pollution due to the sandy porous soil. 3.2.5 Loamy Soils of Uplands Prevalent in much of the southern third of the county, these soils are generally not well suited for agriculture but are suited for softwoods and hardwoods with forestry being the dominant land use. 3.2.6 Silty Soils of Uplands and Flats Found only in the southwestern corner of the county these soils are poorly suited for agriculture but are suitable for some forestry. 3.2.7 Wet Mineral and Organic Soils Found only in two places in the southeastern corner of the county, these soils are unsuitable for agriculture but are suitable for some forestry. 3.2.8 Site Geology and Soils 3.2.8.1 Site Geology The geology of the Site, based on nearby water well records obtained from the Wisconsin Department of Natural Resources indicate the surficial glacial deposits of the clayey lowlands to consist of silty clay of the Miller Creek Formation. These deposits are anticipated to be less than 100 feet in thickness, generally in the range of 10 to 65 feet thick according to the well records, and increase going east from the shore to the uplands. The Miller Creek Formation in this area is underlain by Proterozoic sedimentary rocks, likely of the Bayfielct Group. 3.2.8.2 Site Soils The soils of the Site, as mapped by the National Resources Conservation Service (NRCS) soil survey, are primarily Cornucopia silt loam (481 C) with minor areas of Portwing-Herbster complex (480B). The following information was provided in the NRCS soil survey: Bayfield County, Wisconsin 481 C—Cornucopia silt loam, 6 to 15 percent slopes Map Unit Setting National map unit symbol: g k57 Sippel Consulting Services Page 3 December 22, 2024 Z024 23185 M€K PINE RQAD;G?ORNVC:C3PIA,WI Tl"~ 32024 Elevation: 6QQ to 1,100 feet Mean annual precipitation: 28 to 33 inches Mean annual air temperature: '36 to 43 degrees F Frost- free period: 90 to 120 days Map Unit Composition Cornucopia and similar soilsSiO percent Minor components2.0 percent Estimates are based on observations, descriptions, and transects of the map unit. Description of Cornucopia Setting Landform:T\\\ plains Land form position (two-dimensional): Shoulder, backslope Down-slope shape: Convex Across-slope shape: Convex Parent material: ^Clayey till and underlying stratified loamy and sandy lacustrine deposits Typical profile A- 0 to 3 inches: silt loam E/B - 3 to W inches: very fine sandy loam Bt - 10 to 32 inches: clay Btk - 32 to 45 inches: clay 2Bk - 45 to 50 //7C/7i?5-.-stratified very fine sandy loam to silt loam 2C - 50 to 72 inches: stratified very fine sand to silt loam Properties and qualities Slope: ^6 to 15 percent Depth to restrictive feature: More than 80 inches Drainage c/ass:\Ne\\ drained Runoff 'c/ass.'Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Sippel Consulting Services Page 4 December 22, 2024 23185^ACK^;N|ROA^;^O^U<^Pj^^W^ D IT 23ZUZ4 Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum content: 20 percent Available water supply, 0 to 60 inches: Moderate (about 7.5 inches) A copy of the NRCS soil survey map of area of interest and corresponding soil descriptions are provided in Appendix B of this report. Minor excavation work conducted on the Site encountered topsoil and organic matter (tree roots) from land surface to approximately 0.5 feet below land surface (bis), followed by approximately one foot of sandy soil (0.5 foot to 1.5 feet bis) underlain by red clay with cobbles and small boulders to the depth of the excavation of approximately four feet bis. 3.3 Percolation Tests and Core Samples Soil core samples and percolation tests for the Site were not available at the time of this report, and given the proposed development may not be necessary. The only permanent structures proposed for the Site, the maintenance building and camp building, will be slab-on-grade construction with frost footings. Given the description of the Site soils in the soil survey, identified with nearby water well records, and the Site excavation work complete, this may be sufficient information for the proposed building construction. No on-site sewage treatment system wilt be constructed as the Site wilt be serviced by the local municipal waste water treatment facility. 3.4 Water Resources No surface water bodies, rivers, streams and/or creeks are identified on the Site, based on a review of the United States Geological Survey (USGS) 7.5-minute topographic map for the Cornucopia Quadrangle. Siskiwit Bay (Lake Superior) is the nearest surface water body located approximately 0.3 mile west of the Site. Surface water runoff would generally be from east to west, perpendicular to the slope. Three natural swales cut through the Site from east to west, located at the northern and southern edges of the Site and one through the center, which has an existing culvert beneath Spirit Point Road. These natural swales would not be disturbed by the proposed campsite development and culverts and a foot bridge would be installed to maintain the swale running through the center of the Site to accommodate foot paths. A culvert would be installed beneath the entrance driveway to maintain the western swale. Topographic contours and the physical features, such as the natural water flow swales and culverts are illustrated on the Figures A S1 and A S3, provided in Appendix A. Surface water runoff flows from east to west, a portion infiltrating to the subsurface along its path or lost to evaporation, with any remaining runoff eventually discharging to Siskiwit Bay. Sippel Consulting Services Page 5 December 22, 2024 ^3:18&JM:K!3lNERC®D<:<SOR^yG;©PIA,^W 3ZO^ Ground water is estimated to be approximately 50 feet bis of the Site, based on water well records reviewed for this area. The surfidal deposits of the Miller Creek formation are identified as silty clay. These unconsolidated deposits of the clayey lowlands are estimated to be 50 feet thick and overlying the Bayfield Group sandstone beneath the Site. The clayey deposits generally have low permeability and act as an aquitard to surface water (and pollutant) infiltration to the underlying aquifer. Ground water for drinking water purposes is generally accessed from the sandstone bedrock beneath the area. Aquifer yield for the sandstone is estimated to be approximately 50 gallons per minute, based on review of the water well records for the area. Well records and locations review for this E.I.A. are provided in Appendix C of this report. 3,5 Vegetation Characteristics The Site is undeveloped and densely forested with primarily younger deciduous broadleaf popular trees and pine trees along with various saplings and scrub/brush undergrowth. Based on the type and maturity of the trees it is likely the timber on this Site was previously harvested. The proposed walk-in campsites would remove only those trees necessary to accommodate a typical campsite of 20 feet by 50 feet, disturbing existing vegetation as little as possible. Efforts to avoid mature trees would be taken when developing the individual campsites. No impermeable surfaces would be laid as the proposed cart and foot paths would be gravel anct/or mulch. The campsites would be mutched and the tent platforms would be elevated, set on concrete blocks/piers to support the platforms. Campsite details are presented on the Figures A T1, A T2 and A T3, provided in Appendix A. 3.6 Land Use Patterns Properties surround the proposed Site include the following (Figure A 1, Appendix A): • North: Jack Pine Road borders the north property limit followed by undeveloped forested land. • South: Immediately south of the Site is an undeveloped area of approximately five acres, followed by rural residential development of three parcels. • East: W Spirit Point Road borders the eastern property limit followed by the Cornucopia Airport, the Town of Belt shop and recycling center and the waste water treatment facility. • West: Immediately west of the Site is 20 acres of undeveloped forested land. Jack Pine Road borders the western limit of this undeveloped land followed by rural residential/commercial properties, that includes Siskiwit Bay Lodge, and then Siskiwit Bay. Sippel Consulting Services Page 6 December 22, 2024 i°2024 23'1^^€KRINERO^&,£QR^(^^^^^ 4 Proposed Development 4.1 Site Design The proposed campsite development for the property consists of 29 individual tent platforms and one group site that includes four tent platforms. The design of the individual campsites is for single or double occupancy, although campers with children may be allowed up to four occupants per individual campsite. The group campsite is designed to accommodate a camping party of up to 12 individuals. This is to be a "walk-in" camping site where campers would leave their vehicles in the Site parking lot and carry their gear to the assigned campsite. Electric golf carts will be available for staff to assist in transporting gear to the campsite, should the need arise. A small parking area has been designed adjacent to the group campsite so a camping group may move gear from their vehicles directly to the group campsite. The camp building, located adjacent to the parking lot at the entrance to the Site is designed with shower and bath facilities along with a camp kitchen, sauna, hot tub and general gathering/recreational area. Potable water for camp and maintenance buildings would be supplied from an on-site water well. The camp and maintenance buildings would be connected to the municipal sewage system to handle waste water generated at the Site. Access to the Site would be from the north off Jack Pine Road. Jack Pine Road is unpaved and the Site entrance drive and parking lot will also be unpaved (Class V sand and gravel). With the exception of the camp and maintenance building footprints, no other impermeable surfaces will be constructed on the Site. Detailed maps and drawings illustrating the Site boundaries, campsite and building locations and cart and foot paths, along with building and campsite details are provided on Figures A 51 and A S2, Appendix A. 4.1.1 Landscaping Design and construction of the campsites, buildings and parking lot will result in the removal of some trees and brush. The Site is relatively flat and every effort will be taken to locate campsites in areas that will not require the removal of mature trees or extensive earthwork. The Site is relatively flat, topographically, and it should be relatively easy to locate campsite with minimum earthwork to level and grade the area. Since elevated tent platforms will be constructed at each campsite, there will not be a need for extensive grading and leveling. Areas that are cleared of trees and brush will be covered with mulch to reduce soil erosion. Minor grading around the tent platforms may be necessary to allow stormwater runofffrom the tents to sheet flow overland with the existing grade. Sippel Consulting Services Page 7 December 22, 2024 tf20/:4 23185MCK PINE ROAD; COBNU£©PlA,WI 4.1.2 Wetlands and Shoreland There are no wetlands on the Site and it is not located near a shoreland, therefore there will be no need for draining or filling of wetlands or shoreland alterations. The design concept is to provide campsites within a natural environment to the extent possible. 4.2 Existing Vegetation As mentioned in an earlier section, trees and brush will be removed to accommodate construction of the parking lot, buildings, campsites and paths. Every effort wilt be taken to avoid removal of mature trees and minimize earthwork for site grading. Areas to be cleared of trees and brush will be mulched to reduce soil erosion. Foot and cart paths will be gravel where necessary but mulched foot paths are proposed. The entrance drive and parking lot will be Class V sand and gravel. The only impermeable surfaces on the Site are the footprints for the camp and maintenance buildings. 4.3 Storm Water Runoff The natural topography of the Site will be maintained with minimal changes primarily to complete construction of the parking lot and buildings. These areas will be graded and sloped accordingly to promote runoff and discourage ponding. Grading will be completed to blend into the existing topography and allow surface water to runoff with the natural flow of the Site. 4.4 Waste Disposal 4.4.1 Waste Water Generation Based on information published by the U.S. Forest Services (Forest Service Handbook 7409.11, Section 44.11, Exhibit 1), the estimated waste water generated at a campground with showers and flush toilets is 25 to 50 gallons per person per day (25-50 G/P/D). The Site proposal with 29 individual campsites and one (1) group campsite, assuming two (2) people per individual campsite and 12 people at the group campsite, and assuming full capacity is 70 people per day. The proposed Site operational season is Memorial Day to Labor Day, approximately 110 days per season or approximately 16 weeks. Assuming the full capacity of the campsites three (3) days per week: 29 Individual campsites 58 people 1 group campsite 12 people Total population per day 70 people Average Capacity for 3 days/week 210 people Full Capacity for 7 days/week 490 people 16-week season, Average (210x16) 3,360 people/season 16-week season. Full (490x1 6) 7,840 people/season Estimated waste water generation per 16-week season: Sippel Consulting Services PageS December 22, 2024 231185 JA^K;PtNt!R0AD<;COI^^COPi^h 2024 Average capacity @25 G/P/D Average capacity @ 50 G/P/D Full capacity @25 G/P/D Full capacity @ 50 G/P/D 84,000 gallons/season 168,000 gallons/season 196,000 gallons/season 392,000 gallons/season Calculating full capacity and the highest estimated water usage person, the daily waste water disposal is estimated to be 3,500 gallons per day. The Site will be connected to the local municipal waste water treatment facility. The calculated daily average should not significantly impact the local water treatment plant. 4.4.2 Solid Waste Generation Information published by the U.S. Environmental Protection Agency (Office of Waste Management, "Solid Waste Management in Recreational Forest Areas" and the Washington Post "Tracking Trash in our Nation's Green Spaces") the estimated quantity of solid waste generated by campers is 1.37 pounds to 1.5 pounds per person per day (Ibs/P/D). Using the population numbers presented above and assuming 1.5 pounds of generated solid waste per person per day: Average capacity waste generation 5,040 Ibs/season (2.52 tons) This calculates to 315 Ibs/week or approximately less than 1 cubic yard of waste per week, using a conversion factor of 480 Ibsof waste per cubic yard. (US EPA conversion factors for solid waste estimate 480 pounds to 800 pounds per ton of solid waste.) Full capacity waste generation 1 1,740 Ibs/season (5.87 tons) This calculates to 734 Ibs/week or approximately less than 2 cubic yards of waste per week. The Site will contract with a local hauler for solid waste pickup and appropriate disposal. The Site will have a central waste containers) located near the Camp Building in bear-proof containers or enclosure. 4.5 Water Well One water well is planned for the Site to be located near the camp building providing service to the camp and maintenance buildings. Review of water well records for the area indicate the well will likely be completed in the sandstone unit beneath the Site at a depth greater than 100 feet bis. Pump test data provided in the well records indicate aquifer yield to be at least 50 gallons per minute. This should be sufficient for the camp and maintenance building needs. Copies of area well records are provided in Appendix C. Sippel Consulting Services Page 9 December 22, 2024 23-185JMK^INEiROA;(3;<:QR[S!(JeQRIA;^^^^W^ 5 Impacts of Development on Natural Surroundings 5.1 Wildlife A wildlife survey of the area had not been preformed for this development; however, the Comprehensive Plan Town of Bell, Bayfield County, Wisconsin (2009), indicates there are no endangered species in the proposed development area. "The Town of Bell provides habitat for a diverse population of wildlife including whitetailed deer, black bear coyote, red fox, beaver, river otter, mink, red and gray squirrel, goldfinch, black-capped chickadee and ruffed grouse. In addition the Town provides nesting and feeding sites for several avian species including sharp-shinned hawks, coopers hawks, broad-winged hawks, red-tailed hawks, northern barriers, kestrels, merlins, great-horned owls, songbirds, several species of ducks and geese." "The WDNR's Natural Heritage Inventory Database indicates that several threatened species and species of special concern and/or communities have been documented in the town of Bell. There are no endangered species documented as occurring in the Town. Most species are associated with emergent marsh, submergent marsh and bog fens located in the Lost Creek and Siskiwit River watersheds and along the shoreline of Lake Superior." Removal of trees and brush will impact some of the native wildlife habitat. The removal of trees and brush to construct the buildings, parking lot, campsites, and paths is calculated to be approximately 67,000 square feet (sf). The total area of the Site is 17.7 acres or 771,012 sf. The amount of tree and brush removal will be approximately nine (9) percent of the total area. The Site is located west of and adjacent to the Town of Bell shop and recycling facility, the Cornucopia Airport and the waste water treatment plant. There is also additional residential development to the south and west of the Site. Overall, the area surrounding and beyond what is mentioned here is still relatively undeveloped and forested land. Therefore, the development of this Site will likely have minimal impact on the wildlife of the Town of Bell and Bayfield County. There are no water bodies identified on the Site, therefore there are no impacts to fish. 5.2 Frontage on Navigable Water The Site has no frontage to navigable waters. 6 Alternatives to Proposed Action The proposed development is a small camp ground facility for tent camping with additional amenities such as shower, flush toilets, camp kitchen, sauna and hot tub. The development looks to keep tree and brush removal to a minimum, incorporating the campsites into the existing natural features of the Site. The Zoning Code does allow for 10 campsites per acre and since the Site is 17.7 acres, it would be possible to apply for approximately 180 campsites on the Sippel Consulting Services Page 10 December 22, 2024 ^%31^SMC:^PIBERO^D,CQRN property. However, the developer wishes to keep this campsite small to fit within the ^ . /u/" atmosphere of the surrounding area and the community. Alternatively, this Site could be divided and developed as residential tots. The construction of new home and adjacent out-buildings on the sites would likely result in the removal of far more trees and vegetation and greater earthwork and landscaping to accommodate buildings and drives, which in turn may create additional erosion and water pollution issues. Operation of the campsite will need to be diligent to minimize human impact. Such impacts may include harvesting of trees for camp fires, activities that may cause erosion issues, unauthorized disposal of trash and/or human waste. And, occasional human confrontations may occur between campers. Explanation of the rules of the campsite and policing by camp staff to stress adherence to the rules of good camping behavior along with maintenance and repair of problems that occur will provide for a successful development. 7 Economic-Social Impacts 7.1 Population The campground design is that individual campsites would be occupied by one (1) to two (2) individuals. Exceptions may be made for small families camping with a small child or two to occupy an individual campsite. The group campsite is designed for maximum occupancy of 12 individuals. Using two people per individual campsite and 12 occupying the group campsite, at full capacity that would be 70 individuals per night. 7.2 Estimate Total Days Assuming the camp ground operated from Memorial Day to Labor Day, the estimate total user days is approximately 110 days per year. If the campground expanded its operating dates from mict-May to early-October, it the estimated total user days would be 145 days per year. 7,3 Economic Benefits Initially, the Owner plans to be the campground operator, hiring part-time staff, as needed to assist in operating and maintaining the Site. The design of the camp building incorporates a second story apartment that the Owner plans to occupy during the initial start-up period of the campground. Given success of the campground, the Owner plans to hire permanent staff to operate the campground and maintain the Site. This will likely equate to 1.5 to 2.5 full-time- equivalent (FTE) employees. The desire would be to employ an operator and their family that would live on-site in the apartment. This would be in line with the Bayfield County Comprehensive Outdoor Recreation Plan 2020-2024 to provide affordable housing for area employees. 7.3.1 Construction Trades The development of the Site will need various trade professionals that may include: • Well drilling services to construct the campground water well and water lines Sippel Consulting Services Page n December 22, 2024 ^3185JA€KPWERQAD,CORNQg©RI^^"3 20 24 • Tree services to clear trees and brush from campsites • Earthwork operators and equipment to construct building pads and footing excavations for the maintenance and camp buildings, grade the parking lot and place Class V gravel where necessary • Electrical and plumbing professionals to assist in the construction of the maintenance and camp buildings • Construction professionals and general labor to assist in the construction of the maintenance and camp buildings 7.3.2 Property Values It is anticipated the development of this Site to a recreational business would increase the property value. 7.3.3 Tax Revenue The current tax revenue generated from the undeveloped property is approximately $1,600 per year. The development of the property will likely increase the property tax revenue two to four times that amount. 7.3.4 Retail Sales Limited retail sales are planned for registered campers at the campsite. In addition to the of daily user fees, campers may purchase items such as coffee mugs, water bottles, t-shirts and hats with the Corny Camp logo. The Owner plans to use a local print shop for these items. The fees and retail items may have some additional local taxes that may benefit the community. However, having people plan a stay at the campground will likely benefit local outfitters, retail shops, grocery stores and restaurants in the community. 7.4 Services 7.4.1 Roads The entrance to the campground parking lot will be immediately off of Jack Pine Road. No additional roads are planned for this development. 7.4.2 Snow Plowing Since the campground will operate seasonally, during the warm weather, and with no additional planned roads, there will be no annual cost for snow plowing. It is assumed the Town of Bell will continue to plow Jack Pine Road as it currently operates and snow removal for the Site, if necessary, will be the responsibility of the Owner. 7.4.3 Traffic Loads The traffic loads on W Spirit Point Road and Jack Pine Road leading to and from the campground are anticipated to be light. It is estimated 10 to 30 passenger vehicles, typically cars, vans and light trucks, will seasonally use the adjacent roads from the Site to the various area commercial centers. The exception to this would be contracted trash services. Sippel Consulting Services Page 12 December 22, 2024 23^B5yA€^RIiEROAD>€0RN^G)131^ 7.4.4 Solid Waste Generation The annual amount of solid waste generated is estimated to be 2.5 to six (6) tons per year, or generally one to two cubic yards per week (see Solid Waste Generation section 4.4.2). 7.4.5 Schools Since the campground is a seasonal and transient population development, there is no estimated annual cost for schools. 7.4.6 Emergency Services Emergency services in the area include: • Cornucopia Fire Department: Cornucopia, Wl located approximately 2.5 miles southwest • It is assumed the area is policed by the Bayfield County Sheriff's Department. The Bayfield County Sheriff Office is located in Washburn, Wl, approximately 22 miles south east of the Site. • The nearest hospital is Bayfield Memorial Hospital, located in Washburn, Wl, approximately 22 miles southeast of the Site. 7.5 Assessment One of the recommended improvements for the Town of Bell within the Bayfield County Comprehensive Outdoor Recreation Plan 2020-2024 (Plan) included creation of camping sites. This development not only addresses this recommendation, but does so in a manner that is more environmentally friendly versus creating a massive campground of 100+ campsites or a recreational vehicle park. The Plan also recommended adding a camping area for the Cornucopia airport. This development would be adjacent to the airport and the campground would provide shuttle service. The campground would also provide shuttle service to the kayak outfitters, local stores, restaurants, harbor shops and the beach in the area, thereby freeing up limited parking in the beach area as a way of promoting local business and being a good neighbor in the community. The development of this Site as a campground will have environmental impacts with the removal of vegetation and the influx of human activities in the area. However, the proposed plan is for a small campground to exist within the surrounding natural environment and the community. With the Site development requires a 40-foot setback from the property limits. Being densely wooded and limiting tree removal, will make the campground nearly invisible to passersby. In addition, the Owner controls the five-acre parcel to the south of the Site, which wilt be a buffer area between the campground and established residentials. Sippel Consulting Services Page 13 December 22, 2024 DK; 23Z02 Appendix A FIGURES AND DRAWINGS SlPPEL CONSULTING SERVICES AREA PLAN - CORNUCOPIA, Wl. A1 F\ ENLARGED AREA PLAN MAP OF SURVEY ?uo»^VEYLICfSCORPORATKD AREA OF CAMPSITE APPROX. 13 ACRES 17.70 ACRES TOTAL UNDEVELOPED AREA - APPROX. 5 ACRES PROJECT INFORMATION NAME: CORNY CAMPING LLC ,^/OZ" GENERAL LOCATION: SW CORNER OF SPIRIT POINT ROAD & JACK PINE ROAD ADDRESS: 23185 JACK PINE ROAD CORNUCOPIA, WI. 54827 TAX ID: 39369 SURVEYED ACRES: 17.70 ZONED: R-RB RESIDENTIAL-RECREATIONAL BUSINESS LOT DESCRIPTION: NW SW IN DOC 2022^596267 LESS PLAT OF SAWGRASS FIRST ADD V8 Pl4 AND LESS LOTS l AND 2 IN CSM 2353 IN DOC 2024^603897 TOWN OF BELL(ORANGE) PROJECT SITE ZONED R-RB(PURPLE) PRIVITE LAND ZONED R-RB (GREEN) PRIVITE LAND ZONED R-3 (YELLOW) N A1 3^ SURVEY ^ A1 ^ PROPERTY WITHIN 300' & ZONING A1 -T- -.^ o p<^.CQ§0u1—)^ostdHi°i;z^1P-<sC^2m ^ E;18ra-Qz § ^»CTi sV} ?a a.^3 <D.I® Osl ^C\t LOLO CO 0 u <I—IPl0p& 0 00 0 .§BSwh"3o°^op-1 h'^ ^ ^0I—II wIVI A SPIRIT POINT ROAD EXISTING CULVERT MIN. SETBACK PROPOSEDCULVERT 17.70 ACRE SITE HEAVELY WOODED ACREAGE -GROUP SITE WOOD, RECYCL,TRASHBLDGS ^i ONLY CLEARED WHERE SITESAND TRAILS ARE LOCATED NATURAL WATER FLOW(DRY IN SUMMER) CAMPBUILDING EXISTING CULVERT &ENTERANCE TlT. CAMPSITE27 STANDARD2 EASY ACCESS 1 GROUP PROPOSED CULVERT CART ACCESS PATH (Tl'P) 3' FOOT WALKINGPATH (TCP)5' ELEC. CART ACCESS PATH (TCP) COVERED TRASH BINS PROPOSED CULVERT NATURALWATER FLOW(DRY IN SUMMER) NATURAL WATER FLOW (DRY IN SUMMER) MIN. SETBACK SITE PLAN / SETBACKS sl y Scale: i" = loo' 111!0 Ill!o| 1^10~Q -— p^i<[PQ T <-n ;-;Sl^OS»—l°y§ Iosilwi^IQSBs§1Pr<1C/";3 ~<z'^IJJ COZ '3 p;?>—1CL, (J 00 ^iXi0u 00 A Sl JACK PINE ROAD EXISTING CULVERT (15"x 40') AND DRIVEWAY ENTRY PROPERT/ LINE NATURAL WATER FLOW (DRY IN SUMMER) MINIMUN SETBACK PROPOSED UTILFTYLINES ROUTEPROPOSED CULVERT(15"x40') PROPE.RT>' LINE TRASH ENCLOSURE . MAINTENANCEBUILDING(SEEMi-My) o I 11 I I I 11111 \ ' l^lyl I I Itlll GRAVEL ENTRY AND LOTSLOPE (40 PARKING SPACES) K MIN.SETBACKTYP. PARKING SPACE RECYCL./TRASH SHED (10'xl2') FIREWOOD SHED (10'xl2') 111111111111111 111111111111111 PR.OPERTC LINE T>'P. CAMPSITE(SEE 1/T2)CAMP BLDG. (SEEC1-C12) PROPERTi' LINE 5' WIDE ELEC.CART ACCESSPATH (TfP) 5' WIDE ELEC.CART ACCESSPATH 0-YP) 3' WIDE FOOT PATH (Tt'P) BUILDING LAYOUT PLAN Scale: i" = 50' ^§111^ FT p^^-(CL, u 00 ^¥0Q!5 00 A S2 fS%%^ ^w,^ r^°FN^LINE' ^"fe,<- ^^/^ r%^-£^ONLINES ^^^^yN£SM^Ayour ^oti^ ($ ) ws<c So II 0 —I a=( 'M~o <7 [ Ij I v>0m(D ^^ u)mzi^nt 00>sImSs I^0 j| <"I(D z:>/^ T ~ \ ~~ \N)^^-Im -I 0)—\m -n^0z <§is I^0 I' M ! VS — - ~ 7 il ' . ' • , • . wi . . . f t a f7 \ k\ '> ? '^ " ^ tl " - : ! : \ .' " ^ ;\ . ! : • • . \ 3. r- - ) ! ' i <~ - s r~ < 3 -4 - s - > TE N T S I T E IS O M E T R I C & T O P VI E W S CO R N Y C A M P I N G CO R N U C O P I A , W I SP R U C E G L O B A L ; B1 M M A N A G E M E N T & C O N S U L T I N G 52 2 H E L E N S T . N . H U D S O N , W l 5 4 0 1 6 65 1 . 4 9 7 . 8 5 0 5 t i g a n @ s p r u c e - g l o b a l . c o m RE V I S I O N S 1 2 3 4 5 MM / D D / Y Y _u / 2 9 , 2 4 12 / 2 0 / 2 4 __ / _ _ / _ _ -/ _ _ / - /_ _ / - RE M A R K S CO N D I T I O N A L U S E P E R M I T RE V I S E D S E T B A C K L I N E S 5'-o" TO 6'-o" 45'-o"/'uZ4 L 5'-0" ^ 2'-0 i8'-o" GRAVEL / MULCH ACCESS TRAIL o SMALL PLATFORM TENT PLATFORM /— 6' PICNIC TABLE ^STEP GRAVEL / MULCH CAMPSITE FIRE RING WITH SCREEN COVER CAMP CHAIRS AND TABLE SITE LAYOUT T2y scale: 3/16"=1'-0" TOTAL SQ. FT. 144 SF - l2'x 12' ENCLOSED TENT AREA 72 SF - l2'x 6' COVERED PORCH AREA 3Q_CAMPSITES 1 GROUP SITE - SEASONAL WATER/ELEC. 2 EASY ACCESS SITES - SEASONAL WATER/ELEC. 5 INNER LOOP SITES - SEASONAL WATER/ELEC. 22 OUTER LOOP SITES - SEASONAL WATER p^1—1pl u 00 ^^CLI0p^ 00 whI—Iw I H^)@ A T2 CANVAS ROOF - FIRE ANDWATER RESISTANT (TYP.) CANVAS WALL - FIRE AND WATER RESISTANT (TYP.) RIDGE LINE (l0'-2") 12 WALL LINE (7'-3") RIDGE LINE (io'-2") /^A L—^ STEP FLOOR LINE (l'-2") GRADE ROLL UP DOOR W/ SCREEN BED PLATFORM / [^^ffl WALL LINE (7'-3'") ~Q 6' COVERED DECK FLOOR LINE (l'-2") GRADE STEP SMALL PLATFORM BEAR BOX AND FIREWOOD STORAGE ^ LEFT SIDE ELEVATION T3y Scale: 1/4"=1'-0" '3^ FRONT ELEVATION T3y scale: 1/4"=1'-0" STEP CANVAS ROOF - FIRE ANDWATER RESISTANT (TYP.) CANVAS WALL - FIRE AND WATER RESISTANT (TYP.) ^-^^ RIDGE LINE (lo'-2") 12 WALL LINE (7'-3") SHINGLED ROOF W/FLASHING BEAR BOX AND FIREWOOD STORAGE FLOOR LINE (l'-2") GRADE RIGHT SIDE ELEVATION T3 y Scale: 1/4"=1'-0" BOARD ANDBATTEN BACK WALLSHINGLED ROOF W/ FLASHING RIDGE LINE (lo'-2") WALL LINE (7'-3") CAMPSITE SIGN FLOOR LINE (i'-2") GRADE SMALL DECKED PLATFORM BEAR BOX / STORAGE FIREWOOD STORAGE '4^ BACK ELEVATION T3y Scale: 1/4"=1'-0" R! Pl I CO I ^- [ in 0^1<PQ H 1—1 °SiG>1II^^:P-<sC/~! ca 0 ^-Gsco u-l0< < C\J i—CM LOLO CO p-<0p^ Q o0 u wh1—1v^ w^' w^0I—II'^w T3 DEC 2 32024 Appendix B NRCS SOIL SURVEY SlPPEL CONSULTING SERVICES Soil Map—Bayfield County, Wisconsin (23185 Jack Pine Road, Cornucopia, Wl) u£C Z 3 2021 Map Scale; 1:1,690 if printed on Aportjat (05" x II") sheet. A 0 25 50 100 i Feet :---=i Meters150 0 50 100 200 300Map projecUcn: Web Mercator Corner crurdinats; WG584 Edge Bcs: IJTM Zone 1 W WGS84 1 M >\ Natural Resources Conservation Service Web Soil Sur/ey National Cooperative Soil Survey 12/21/2024 Page 1 of 3 Soil Map—Bayfield County, Wisconsin (2318S Jack Pine Road, Cornucopia, Wl) MAP LEGEND Area of Interest (AOQ Soils * » 0 Area of Interest (AOI) Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features is) *<?-. x -;•• Btowoul Borrow Pit Clay Spot Ctosed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Oulcrop Saline Spot Sandy Spot Severely Eroded Spot Sintthole Slide or Slip Sodic Spot Spoil Area Stony Spot Very Stony Spot Wet Spot Omer • " Special Line Features Water Features Streams and Canals Transportation ,-n- Rails ^v. Interstate Highways US Routes Major Roads Local Roads Background gjjj Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:12,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of contrasting soils that couk) have been shown at a more detailed scale. Please rely on the bar scate on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bayfield County, Wisconsin Survey Area Data: Version 26. Sep 3, 2024 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed:2021 Apr 1,2021—Oct 1, The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident IJSIM Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Sun/ey 12/21/2024 Page 2 of 3 Soil Map—Bayfield County, Wisconsin 23185 Jack Pine Road, Comucopia,Wl Map Unit Legend r'!~,-- '":• \ u^--.1 ;.. >. Map Unit Symbol '480B Map Unit Name Portwing-Herbster complex, 0 to 6 percent slopes 481 C '; Comucopia sitt loam, 6 to 15 j percent slopes 3826B ! Allendale-Wakeley-Kinross complex, 0 to 6 percent stopes Totals for Area of Interest Acres In AOI 20.1 28.8 3.3 52.3 Percent of AOI 38.5% ZG24 55.2% ; 6.3% ; 100.0% I;SDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/21/2024 Page 3 of 3 LLC 232024 Appendix C WATER WELL RECORDS SlPPEL CONSULTING SERVICES ^rp Q /^ -; ^'} .'•ULU \{ 3 ^UZ'4- 0 s @ ® @ I •v,','' r' f-'f ,<?'(d 'd li. Ri-l (•* 0 o Q o® .(?»il3i Esri, NASA, NGA, USGS, FEMA | Esri Community Maps Con Well construction report: AAK058 -0.22 MILES Well construction report: AAK057 -0.23 MILES Well construction report: CA225 -0.25 MILES Well construction report: TJ226 -0.25 MILES Well construction report: VB873 -0.26 MILES ^(r-f ^o Well Construction ReportWISCONSIN UNIQUE WELL NUMBER ME798 IProperty GRAMS, SUSAN I Owner I Mailing PO BOX 147iAddress ICity CORNUCOPIA iCounty Co. Permit # Bayfield State Wl Notification # Phone # Zip Code 54827 Completed 01-27.1998 Well Constructor (Business Name) UNO LARRY WELL DRILLING INC Address RR 1 BOX 278IRON RIVER Wl 54847-9636 Lie. # Facility ID # (Public Wells) 432 Well Plan Approval # Approval Date (mm<id-yyyy» Hicap Permanent Well #Common Well #Specific Capacity 4 3. Well serves 1 # of Private.potabte Heat Exchange_# of drillholes Hicap Well ? No Hicap Property ? No Hicap Potable ? Drinking Water and Groundwater • DG/5 L ;1 •fonn.336oAt7Ai- Department of Natural Resources, Box 7921Madison Wl 53707 1. Well Location Fire # (if avail.) Town of BELL Street Address or Road Name and Number Subdivision Name Lot #Block # Latitude / Longitude in Decimal Degree (DD) •N "W NE SE Section Township or Govt Lot #27 51 N Method Code GPS008 Range 6 W 2. Well Type New Well of previous unique well # constructed in Reason for replaced or reconstrucled well ? NEW HOME ;onstruction Type Drilled 4. Potential Contamination Source* - ON REVERSE SIDE . Oritlhole Dimensions and Construction Method Dia. (in.) From (ft.) To (ft.) Surface 30 30 100 Upper EnlargedDrillhole Lower Open Bedrock Yes Rotary - Mud Circulation .............. Rotary-Air........... Rotary - Air & Foam DrjH-Th rough Casing Hsmmer Reverse Rolary Cabte-tool Bit _in. dia... Dual Rotary Temp. Outer Casing _in. dia Removed? _depth ft. (If NO explain on back side) 8. Geology Geology Codes c N 8. Geology Type, Caving/Noncaving. Color, Hardness, etc... CLAY SANDSTONE From (ft.) To (ft.) Surface 8 8 100 1. Casing, Liner, Screen 3ia. (in.) Material, Weight, Specification From (ft.) To (ft.) Manufacturer & Method of Assembly 6 PLAIN END ASTM A53B 18 97 280 SAWHILL Surface 301 3ia. (in.) Screen type, material & slot size From (ft.) To (ft.)i 9. Static Water Level 40 ft. below ground surface 10. Pump Test Pumping level 45 ft. below surface Pumping at 20 GP M for 2 Hrs. Pumping Method ? '. Groul or Other Sealing Material Method HALIBURTON (ind of Sealing Material ?AT CEMENT 11. Well Is 12 in. above grade Developed ? Yes Disinfected ? Yes Capped ? Yes From (ft.) To (ft.) # Sacks Cementj Surface 30 6 S| 12. Notified Owner of need to fill & seal ? Filled & Sealed Well(s) as needed? 13. Constructor / Supervisory Drilter LL Drill Rig Operator WH Lie # Date Signed 01-27-1998 Lie or Reg # Date Signed 01-27-1998 WISCONSIN UNIQUE WELL NUMBER ME798 ^./tAV Ny ^..Z4 |Wetl Construction Report{WISCONSIN UNIQUE WELL NUMBER AAK057 IProperty BENTON,KATHRYN I Owner IMailing 89137 N SAWGRASS RD lAddress City CORNUCOPIA County Co. Permit # Bayfield State Wl Notification # 8913664001 Phone # Zip Code 54827 Completed 10-02-2022 Well Constructor (Business Name) KOSTAC, CHRISTOPHER L Address 60358 JOHN JOHNSON RDASHLAND Wl 54806 Lie. # Facility ID # (Public Wells) 7166 Well Plan Approval # Approval Date (mm.dd.ywy) Hicap Permanent Well #Common Well #Specific Capacity 0 3. Well serves 2 # of HOMES/CABINS Private.potable Heat Exchange_# of dritlholes Hicap Well ? No Hicap Property ? No Hicap Potabte ? No Drinking Water and Groundwater • DG/5 Department of Natural Resources, Box 7921 Madison Wl 53707 Fonn 3300-077A 11. Well Location Fire # (if avail.) I Town of BELL 89137 Street Address or Road Name and Number N SAWGRASS RD Subdivision Name Lot # Block # Latitude / Longitude in Decimal Degree (DD) Method Code 46.8626 °N -91.0908 °W QPS008 SW SW Section Township Range or6ovtLot# 26 51 N 6 W 2. Well Type New Well of previous unique well # constructed in Reason for replaced or reconstructed well ? Construction Type Drilled 4. Potential Contamination Sources • ON REVERSE SIDE Drillhole Dimensions and Construction Method Dia.(in.) From (ft.) To (ft.) B Surface no Upper EnlargedDrilthole NO Rotary • Mud Circulation No Rotary - Air NO Rotary - Air & Foam .................... No Drill-Through Casing Hammer No Reverse Rotary fs|Q Cabte-toolBitffin.dia... No Dual Rotary..,. No Temp. Outer Casing _In. dia f^S Removed? _ depth n. (If NOexplain on back side) Lower Open Bedrock ? No No Na Yes 8. Geology Geology Codes c N 8. Geology Type, Caving/Noncaving, Color, Hardness, etc... R.RED C-CLAY S-SANDY N.SANDSTONE From (ft.) To (ft.) Surface 64 64 110 5. Casing, Liner, Screen 3ia. (in.) Material, Weight, Specification From (ft.) To (ft.) Manufacturer & Method of Assembly 6 6" i0 SCHEDULE 40 STEEL, PLAIN END . Surface 65ASTM A53B 3ia. (in.) Screen type, material & slot size From (ft.) To (ft.) 9. Static Water Level 54 ft. below ground surface 10. Pump Test Pumping level 100 ft. below surface Pumping at 40 GP M for 2 Hrs. Pumping Method ? Test Pump |11. Well Is 18 in. above grade IDeveloped ? Yes Disinfected ? Yes Capped ? Yes '. Grout or Other Sealing Material /lethod MOUNDED ;ind of Sealing Material 3RANULAR BENTONITE From (ft.) To (ft.) # Sacks Cement Surface 65 12. Notified Owner of need to fiil & seal ? Filled & Sealed Well(s) as needed? No No 13. Constructor / Supervisory Driller CLK Drill Rig Operator Lie # Date Signed 7166 11-13-2022 Lie or Reg # Date Signed WISCONSIN UNIQUE WELL NUMBER AAK057 rl\^l\Jt.' Well Construction ReportWISCONSIN UNIQUE WELL NUMBER AAY629 Property JOSH ILL ICK Phone* I Owner iMailing N. SAWGRASS RD. - LOT 17 iAddress |City CORNUCOPIA Slate Wl Zip Code 54827 iCounty Co. Permit # NoUficatfon # Completed iBayfield 8951967701 08-30-2023 Well Constructor (Business Name) KOSTAC, CHRISTOPHER L Address 60358 JOHN JOHNSON RD ASHLAND Wl 54806 Lie, # Facility ID # (Public Wells) 7166 Well Plan Approval* Approval Date (mm-dd-yyyy) Hicap Permanent Well it Common Well # Specific Capacity 3. Well serves 3 # of FUTURE HOMES/CABINS Private.potable Heat Exchange_# of drillhotes Hicap Well ? No Hicap Property ? No Hicap Potabte ? No :LC 23/0^ Drinking Water and Groundwater • DG/5 Fonn SMO-OTTA Department of Natural Resources, Box 7921 Madison Wl 53707 1. Well Location Fire # (if avail.) Town of BELL Sb-eet Address or Road Nama and Number N. SAWGRASS RD. - LOT 17 Subdivision Name Lot # Block # Latitude / Longitude in Decimal Degree (DD) Method Code 46.86422 *N -91.09034 °W GPS008 SW SW Section Township Range orGovtLot# 26 51 N 6 W 2. Well Type New Well of previous unique well # constructed in Reason for replaced or reconstructed well ? Construction Type Drilled 4. Potential Contamination Sources - ON REVERSE SIDE i. Drillhole Dimensions and Construction Method Dia. (in.) From (ft.) To (ft.) Surface 55 55 110 Upper EnlargedDrillhole No Rotary - Mud Circulation .............. Ng Rotary - Air.. No Rotaiy - Air & Foam (\)p Drill-Through Casing Hammer No Reverse Rotary Np Cabte-tool Bit Sin. dia... No Dual Rotary Np Temp. Outer Casing _in. dla No Removed? _depth ft. (If NO explain on back side) Lower Open Bedrock No ?? No Yss 8. Geology GeologyCodes c N 8. Geology Type, Caving/N on caving, Color, Hardness. etc... R-RED C-CLAY N-SANDSTONE From (R.) To (ft.) Surface 55 55 110 ». Casing, Liner, Screen Dia. (in.) Matenal, Weight, Specification Manufacturer & Method of Assembly 6 6" PLAIN END ASTM A53 Dia. (in.) Screen type, material & slot size From (ft.) To (ft.) Surface 57 From (ft.) To (ft.) 9. Static Water Level 45 ft. below ground surface 10. Pump Test Pumping level 100 ft. below surface Pumping at 50 GP M for 2 Mrs. Pumping Method ? Test Pump '. Grout or Other Sealing Material Method MOUNDED ;ind of Seating Material 3RANULAR BENTONITE |11. Well Is 116 in. above grade iDeveloped ? Yes IDisinfected ? Yes Capped ? Yes From (ft.) To (ft.) # Sacks Cement| Surface 55 12. Notified Owner of need to fill & seal ? Filled & Sealed Well(s) as needed? No No 13. Constructor / Supervisory Driller CLK Drill Rig Operator Lie # Dale Signed 7166 09-10-2023 Lie or Reg tf Date Signed WISCONSIN UNIQUE WELL NUMBER AAY629 't.t'-c '^ ^ L •JLL [Well Construction Report\WISCONSIN UNIQUE WELL NUMBER TJ226 Property SMITH. LINTON Phone ff Owner Mailing 5808 OLSON MEMORIALAddress idly GOLDEN VALLEY State MN Zip Code 55422 iCounty Co. Permit # Notification # Completed Bayfield 22094423 03-02-2006 Well Constructor (Business Name) KEITH R LIND Address KEITH LIND WELL DRLG INCMAPLE Wl 54854 Lie. # Facility ID # (Public Wells) 4684 Well Plan Approval* Approval Date (mm-dd-yyw) Hicap Permanent Well #Common Well #Specific Capacity 0.4 3. Well serves 1 # of Private ,potable Heat Exchange_# of drillholes Hicap Well ? No Hicap Property ? No Hicap Potable ? Drinking Water and Groundwater - DG/5 Department of Natural Resources, Box 7921Madison Wl 53707 Fomi 3300-077A 1. Well Location Fire # (if avail.) Town of BELL NA Street Address or Road Name and Number W SPIRIT PT RD Subdivision Name Lot # Block # SAWGRASS 1 ST ADDTN 1 9 Latitude / Longitude in Decimal Degree (DD) Method Code •N °W SW SW Section Township Range orGovttot# 2 26 51 N 6 W 2. Well Type New Well of previous unique well # constructed in Reason for replaced or reconstructed well ? construction Type Drilled 4. Potential Contamination Sources • ON REVERSE SIDE i. Dritlhole Dimensions and Construction Method Dia. (in.) From (fl.) To (ft.) 8.75 6 Surface 75 75 160 Upper Enlarged Drillhole Yfi§ Rotary • Mud Circulation Rotary - Air.. Rotary • Air & Foam Drill-Through Casing Hammer Reverse Rotary Cable-tool Bit_in. dig... Dual Rotary .. Temp. Outer Casing _in. dia Removed? _ depth ft. (If NO explain on back side) Lower Open Bedrock ? 8. Geology GeologyCodes c - p - r - N - 8. Geology Type. Caving/Noncaving, Color, Hardness, etc... CLAY HARDPAN BROWN SANDSTONE From (ft.) Surface 19 70 To (ft.; 1S 7C 16C i. Casing, Liner, Screen )ia. (in.) Material, Weight, Specification From (ft.) To (ft.)Manufacturer & Method of Assembly 6 PLAINEND WHEATLAND ASTM A53-B .280 Surface 75 18.97 lia. (in.) Screen type, material & slot size From (ft.) To (ft.)i 9. Static Water Level 77 ft. below ground surface 10. Pump Test Pumping level 120 ft. below surface Pumping at 18 GP M for 2 Hrs, Pumping Method ? |11. Well Is |27 in. above grade Developed ? Yes Disinfected ? Yes Capped ? Yes Grout or Other Sealing Material lethod PUMPING jnd of Sealing Material ,ENTONITE CUrriNGS From (ft.) To (ft.) # Sacks Cementl Surface 75 12. Notified Owner of need to fill & seal ? Filled & Sealed Well(s) as needed? NA 13. Constructor / Supervisory Driller KL Drill Rig Operator Lie # Date Signed 03-02-2006 Lie or Reg # Date Signed WISCONSIN UNIQUE WELL NUMBER TJ226 (1/lA-f ^ I'5 Well Construction ReportWISCONSIN UNIQUE WELL NUMBER AAK060 |Property JOSH ILLICKI Owner !Mailing 89180 MEADOW TRAILiAddress ICity CORNUCOPIA ICounty Co. Permit # Bayfield Phone # State Wl Zip Code 54827 Notification # Completed 8948640101 11-04.2022 |Well Constructor (Business Name) KOSTAC, CHRISTOPHER L Address 60358 JOHN JOHNSON RDASHLAND Wl 54806 Lie. # Facility ID # (Public Wells) 7166 Well Plan Approval # Approval Date (mm-dd-yyyy) Hicap Permanent Well #Common Well #Specific Capacity 0 3. Well serves 3 # of HOMES/CABINS Private, potabte Heat Exchange^# of drillholes Hicap Well ? No Hicap Property ? No Hicap Potabte ? No ^^L^Lii Drinking Water and Groundwater - DG/5 Form 3300-077A Department of Natural Resources, Box 7921Madison Wl 53707 11. Well Location Fire # (if avail.) Town of BELL 89180 Street Address or Road Name and Number MEADOW TRAIL Subdivision Name Lot # Block # Latitude / Longitude in Decimal Degree (DD) Method Code 46.8631 °N -91.0891 -W QPS008 SW SW Section Township Range or Govt Lot #26 51 N w |2. Well Type New Well |of previous unique well # constructed in Reason for replaced or reconslructed well ? Construction Type Drilled 4. Potential Contamination Sources - ON REVERSE SIDE ;. Drillhole Dimensions and Construction Method Dia. (in.) From (ft.) To (ft.) 6 Surface 110 Upper EnlargedDrillhole No Rotary - Mud Circulation No Rotary - Air., No Rotary - Air & Foam No Drill-Through Casing Hammer No Reverse Rotary No Cable-tool Bit _in. dia... NO Dual Rotary No Temp. Outer Casing _in. dla No Removed? _depth ft. (ir NOexplain on back side) Lower Open Bedrock Ns ? No No. Yes 8. Geology GeologyCodes 2 N 8. Geology Type, Caving/Noncaving, Color, Hardness, etc... R-RED 2-CLAY & GRAVEL N-SANDSTONE From (ft.) To (ft.) Surface 55 55 110 >. Casing, Liner, Screen )ia. (in.) Matenal, Weight, Specification Manufacturer & Method of Assembly From (ft.) To (ft.) 9. Static Water Level 45 ft. below ground surface 6 SCHEDULE 40 STEEL, PLAIN END, ASTM A53B Surface 56 3ia. (in.) Screen type, material & slot size From (ft.) To (ft.) 10. Pump Test Pumping level 100 ft. below surface Pumping at 50 GP M for 2 Mrs. Pumping Method ? Test Pump Grout or Other Sealing Material Method MOUNDED ;ind of Sealing Material iRANULAR BENTONITE 11. Well Is 118 in. above grade Developed ? Yes Disinfected ? Yes Capped ? Yes From (ft.) Surface To (ft.). # Sacks Cementl 12. Notified Owner of need to fill & seal ? Filled & Sealed Well(s) as needed? No No 13. Constructor / Supervisory Duller CLK Drill Rig Operator Lie # Date Signed 7166 11-13-2022 Lie or Reg # Date Signed WISCONSIN UNIQUE WELL NUMBER AAK060 B yFIELD PLANNING & ZONING DEPARTMENT ( f-on.)'?; 117 E 5th Street PO Box 58 .:r " Washburn, Wl 54891 (715)373-6138 p_e_rmits @ bayfi el dcpyntv.wL.fiov www.bayfieldcountv.wi.gov/zon \ng, a?^County Use Only: Zoning District: R-P^> Shoreland: N<> Notices Sent: \f^'^t>YL^ Fee Paid: ^9=>o.OO IZ(q|2-4 Agenda Item: Q> Meeting Date: llllol2-c1 Permit #: '2-?>- o2ni» fc^^l?-,^VdtW%T.^nlf^^-^»i:^^'/T^AS^'.l,%y;Wi^^^^^^ CONDITIONAL USE PERMIT APPLICATION Property Owner: Talitha Goldammer Telephone Number: 605-270-9759 E-Mail Address: talithagold@yahoo.com Mailing Address: 330 Pine St City, State, Zip: Circle Pines, MN 55014-2017 Contractor (if applicable): Authorized Agent (if applicable): Telephone Number: E-Mail Address: Mailing Address: City, State, Zip: Telephone Number:E-Mail Address: Project Address (if different from mailing address); 23185 Jack Pine Rd, Cornucopia, Wl 54827 Legal Description (use Tax Statement or Deed): NW SW IN DOC 2022R-596267 LESS PLAT OF SAWGRASS FIRST ADD V8 P14 AND LESS LOTS 1 AND 2 IN CSM 2353 IN DOC '5n9AR-fin^ftQ7 Section, Township, Range: S26T51NR06W Tax ID #:39369 Town of: Bell Lot Size (Acres/Square Feet): 19.62acres/771,093sqft Classification of Uses Request (see Bayfield County Sec. 13-1 -62): Campground, R-RB Briefly state what is being requested and why (if needed attach additional sheet): Walk-in tent site campground with a shared camp building (restrooms, showers, common/recreation area); 30 tent sites, including one group site; tent nlatforms are wnod decking with canvas walls & roof semnd floor of camn building is a camp host living quarter, separate maintenance building, 40 space parking lot. To provide a small business seasonal camping option in an established South Shore tourism/recreation area. Please include the following with this application OR it will be returned for completeness: 0 Site Plan, minimum 8 '/2"xl 1'Vmaximum 1 l"xl7", that includes north arrow, dimensions oflot(s), proposed/existing stmctures with dimensions and number of stories/floors, parking area and other areas associated with proposed use. NOTE: All structures to be associated with proposed use need to be included or a future application will be required. D Town Board Recommendation form (Do not give to Town Clerk, form must be sent by Zoning Department) Q Appropriate Fee(s) - see fee schedule (3 $30 check payable to Reg. of Deeds 53 Copy of recorded Deed(s) 1 Have you consulted with the Zoning Department prior to applying for this permit? IS YES D NO / If NO, it is highly recommended that you consult with the Zoning Department before submitting the application. I (we) declare that this application, including any accompanying information, has been examined by me (us) and to the best of my (our) knowledge and belief it is true, correct, and complete. I (we) acknowledge that I (we) am (are) responsible for the detail and accuracy of all information that I (we) are providing and that will be relied upon by Bayfield County in determining whether to issue a permit. I (we) further accept liability which may be a result of Bayfield County relying on this information I (we) are providing in or with this application. I (we) consent to county officials charged with administering county ordinances to have access to the above- described property at any reasonable time for the purpose of inspection. I (we) further acknowledge that receiving Zoning Committee approval does not allow the start of business or construction, I (we) must first obtain permit(s) from the Zoning Department. I (we) am aware that all structures involved with this application will require an individual land use application and fee and any changes involved with this application after issuance will require additional approval and issuance. Owner/s or Authorized Agent Printed Name: Talitha Goldammer Owner/s or Authorized Agent Signature: ^1^{{WJU^^ __________________ Date: (2^?/2-^ NOTE: If a single property owner is acting on behalf of multiple property owners or a designated agent is signing on behalf of the owner(s), a letter of authorization must accompany this application. Address to Send Permit: 330 Pine St, Circle Pines, MN 55014-2017 300-foot public notice map Q3£Q2fSS^QS^!!;fl:!/W^S?S^^Svssso^xs OS13sai?Q2S&?TEQIEDSTO? <03CT3®P£S!&'3B1EO%®9 @3SB5SIXBQ3HVgi:S3VBS•23306083333_pS8@c'!8@SlflRBOg S£GK£X3?13iilESSfC&VSSS13<S?Q3& Ei%6ta^(?(KBO») f3B3S!3a3QES3W£ISB£ OQSVDssoBSBee K®i;i^wayK®®R Bell» !^K(?M§C® M33SS2EE8BSaSOSQEGGBEBSlTaS}IMK75y WvwSSEm^SSff%3flED€ESi5 'S3SS30?','3sssm': i@psa&^|^i.»;%BUSD%E&. P-iYL'ERTJlFJRKUSli%a(EDf%E@ 5<fl»gK2(?UiagC®'gassSSSB&QSSBSB•333C30%®8 aasg&auEC^;®*--^ 1^ _/'^^ "'©©•MiagaisgS^iEfe , • -.». 'y., [I ^i9i:i»'(!'iyB©fiGSE12SS?i?D@E23InSDfliDSEES1)iSeWSSS^fSSI^, > ff !.&^*"&lgg»9®TO"@aEO TOWN OF BELL TALITHA A GOLDAMMER 330 PINE ST CIRCLE PINES, MN 55014 RICHARD A LOEW 113726THST CHETEK, Wl 54728 FBO BORSSARD IRA CHICAGO TRUST ADMIN SERVICES LLC 1555 SERMAN AVENUE 305 EVANSTON, IL 60201 THE OTHER BROTHER PROPERTIES LLC 2815 TRINITY ST EAUCLAIRE.WI 54703 SISKIWIT BAY LODGE LLC 89405 JACK PINE RD PO BOX 147 CORNUCOPIA, Wl 54827 LEMASURIER, BETH & SMITH, LINTON A PO BOX 148 CORNUCOPIA,WI 54827-0148 MARYANN R & ANDREW F LEDIN PO BOX 324 CORNUCOPIA.WI 54827 DENNIS & BARBARA EDWARDS 3002 4TH AVE APT 111 ANOKA, MN 55303 SAWGRASS DEVELOPMENT LLC 4143RDAVEE ASHLAND, Wl 54806 JOSEPH J KOGLIN 2479 N 85TH ST MILWAUKEE, Wl 53226 CHRISTIAN G KLATT AND CARRIE R TAYLOR 1463 ALBERT ST N ST PAUL, MN 55108 TIMOTHY A EHLERS 12326 N EARLS LN CAMBY,IN46113 CONOR T CASEY 77760 N HOUGHTON PT RD WASHBURN, Wl 54891 MARK W & BARBARA J SWANSON 2312GARFIELDAVES MINNEAPOLIS, MN 55405 SANITARY DISTRICT #1 TOWN OF BELL -iF»?®are@r@a—i ISE^ff3333S<3WS tlisesssywcEECEoffessGsssa ii§j (SOCCSSSyBoQ&OSKB II''esnsQiwasesss S^iS'SSSISBSKBSiBS ^ssssss.emses Bayfield County, Wl BSSSiffSssSEiOBSBbys3ssaes?Q3!Si> .&3fei?a»Bisa.S3SESS3S35E>C3fSSEQQSSSSSS^SBSSSKS'' ssiSsses&SEssssi ^^gA2@Sa»)gBs) Esssffsns&ogsss?ISISKIWITiBMCQCTS.ElL'fi: B^EffS!38SO@3BBQVSSSS&t,fl(33M3SC3H32 'saasssaasuK®®? CCS82P3QEE>08EEG0'vKSSS!!S\Q@3££S33Q ssessssss.swsms [PRPIC>7iTa3?ICiT<fa7753VSSSSSBQQOSIX&SSSSSSB gessgffiasemga® GSiSTOtea&OSEEB'uQSSSSfCSESSSB s3@s8ia)ai:eiassgL 12/19/2024, 2:23:56 PM Rivers Lakes i—i Approximate Parcel Boundary Road Type ~^~ Town Private CSSSffSESSSQSEESBi(3S3BiBiE)©Qk3uu> t?m^iS-iSS7V93SWi STOWN'OR.'BELL'! iHE,".^ i^SteaSSOSEEO (!SSS!ffSESQ0SXB^QBESSOdOSBSBS cs gessssswes —'-.———. ^ass'^ipyo"" \ '"'ssessvssisisw., «@g8®5)8!<iga8]@iwra!, -@agg@JiS@tS@®iWH3!. _^ES£ffSBSSWSSBQ__^^^^'tE%^Qfi'11fp®^^ Lake Superior Shoreline Recession Segments "" The average annual rate of bluff recession in this reach of shoreline Is approximately 0.5 feet. Flood Plain Boundaries Active Dec 16th, 2011 AE = Base floodplain where base flood elevations are provided. Lake Superior Proposed Setback Line Building Footprint 2015 * Building 0.04 1:3,386 0.09 0.17 mi 0.05 0.1 0.2 km Bayfield County Land Records Department Bayfield County Zoning Applicationhttps://maps.bayftetdcounty.wt.gov/ZoningWAB/ WISCONSINDEPARTMENT OFNflTURflL RESOURCES Legend:[some map layers may not be displayed) Wetland Identifications and Confirmations Wetland Class Points Wetland too small to delineate Wetland Indicators Latest Leaf Off Imagery City or Village I j State Boundaries j^J: County Boundaries Major Roads Interstate Highway === State Highway US Highway County and Local Roads County HWY Local Road Railroads Notes: A'N~ 0Map: ^250 500 Feet 70 140 Meters Map projection: NAD 1983 HARM Wisconsin TM Service Layer Credits: Wisconsin Wetland Inventory NWI (cached): , Wetland Indicators & Soils: Surface Water Data Viewer Team,EN Basic Basemap WTM Ext: , 2020 Leaf Off:, Wisconsin Wetland Inventory NWI (Dynamic): Calvin Lawrence,Dennis Weise, Nina Rihn ThismaolsaDroductffeneratedbu'aDNRwebmaoDineaDDtication. This map is for informational purposes only and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. The user is solely responsible for verifying theaccuracy of information before using for any purpose. By using this product for any purpose user agrees to be bound by all disclaimers found here:httDS://dnr.wisconsin.eov2leffal.Date Printed; 12/19/2024 2:42 PM rasMc%B(EOSEB3 Bayfield County, Wl iBsssmiavsa. 'ssssa^&isessessESBSttQlEOSSGEQ SaaB5B3B@GMBi>SsEOGEEES 'SSSSsSSE&QSSSQwesvses SSSSgseSHsWS: %fiECaSA©Se3££aSE3SBEOSES® se^ssssfvss^^m 12/19/2024, 2:23:24 PM Lake Superior 1 2 3 Zoning Districts — (R1). Residential-1 (R3) - Residential - 3 (F1)-Forestry -1 '_i Approximate Parcel Boundary """ Private (A1) - Agricultural -1 I—I Section Lines survey MaPS (R-RB) - Residential - Recreational Business — Government Lot w UnRecorded Map Rivers I—I Municipal Boundary * Recorded Map Lakes A11 Roads Meander Lines Tow" Comer Tie Sheetsm Building Footprint 2009-2015 Changed Existing New Driveways Section Comer Monument on File • Buildings 0.04 1:3,132 0.07 0.05 0.1 Bayfield 0.15ml 0.2km Bayfield County Land Records Departmenthtips://maps.bayfjeldcounty.wi.gov/BayfieldWAB/ MAP OF SURVEY A PARCEL OF LAND LOCATED IN THE NW 1/4 OF THE SW 1/4 OF SECTION 26,T. 51 N., R. 6 W., IN THE TOWN OF BELL,' BAYFIELD COUNTr, WISCONSIN TOTAL AREAi,6W,330 SO. FT.37.66 AC.DE;C232U2h r 1/1 con JACK PINE RD 13 ;°SS5"^ s]s BEARINGS ARE REFERENCEDTO ThE WEST LINE OF THE5W 1/4 OF SECTION 26,WHICH SEARS N OCTSS'IS' W PARCEL 3 (INCLUDING RD R/W) 435,600 SQ. FT. 10.00 AC. N 8S'25'34* W- N aa'25'34" W 'WH PARCEL 2 (INCLUDING RD R/W) 435,600 SQ. FT. 10.00 AC. N Be'25'34" V» PARCEL 4 (INCLUDING RD R/W) 433,637 SQ. FT. 9.95 AC. •1320.74'. 664.87' PARCEL 1 (INCLUDING KB R/W) 335,493 SQ. FT. 7.70 AC. |66 2- > /a' IP 11.50' '^».. N 88"31'19" W -s- • -/V 88'jn?" W- • (S B9-45 '00' £) WC.g 2020R-5SOti sr CORSEC. 26S-f/1- MM. 84r. CO, A/OW. PROPEBTC DESCR1FTION: A PARCEL OF LAND LOCATED M -WE NW 1/4 OF THE SW 1/4 OF SECTON 26, T. 51 N., R. 6 W., IN THE TOWNOF BEii.'BAYFIELO COUNff, WISCONSIN. DESCRIBED AS FOLLOWS; BEGIN AT A 2" BR^SS CAPPED IRON PIPE AT THE WESTT 1/4 CORNER OF SAID SECTION 28 A? RUN _S a8'25'34" E,TH2,3B"FEET ON'mi EAST'- WET 1/4 UNE OF SAID SECTON 26 TO A 1' IRON PIPE AT THE CENTERWEST 1/18KJWER. ' 'wax 'LfiumGsiD SST - WEST 1/4 U»E MID ON THE BST UNE OF MO N» ]/< OT_mE_SH t^*.s~w<4'32- E. 'wj.neea TO » f IRON PIPE AT THE SOUTHWEST i/is CORNEB. WENCE LEAVIKC MB EBTUNE AND1 ON ~W€ SOUTH UNE OF SAID NW 1/4 OF.7HE^.V4,N8ff31_t19\W,^.06FECT_TOAJ^1/+'jro^R'PE ON'IHE BeT'uiiE"OF's»WGi»s5n[BT"ADDfnoN,~meNCELam«i sin soum UNE <IID ON SMSeiEl UN_E,N an5'21"-W, 128^-FEET TO A 1-1/4" IRON PIPE. THENCE LEAVING SAID EAST LINE ?Q ON THENtWHUNEOF SA«cinss FIRST ABcmoN, n 8r0f]5- W. 378.88 FEET TO * 2-1/2- imN npt. THCTCE » 88-S2WJ*;]~«9.52 FIET TO A 2-1/2- HON PPE. mENCE S 42-3a'<7- W. 234.3B fSS TO^ I-y«- imN WE^N THESOIIH UNE OF SW NW 1/4 OF THE S» 1/4. THENCE LENim SUB NORIH UNE «NC ON S1D SOUm_L»IE;_N'88-317i6" W, 570.46 FGCT TO A 1-1/4' IRON PIPE AT THE SOUTH 1/t6 CORNER. THENCE IfAWtfi SAK)_ SOUTHUNE'AND ON THE WEST UNE OF SAID SW t/4 OF SECTION 28, H 00'5a'i8* W, 131B,3fl FEET TO THE POIOT OFBEGINNING. S1» PWCEL COUTAINS 1,6<0,,B« SOUABE FEET, mW S 37.M »C«ES. INCLUDNC TNAT UWB LYIN6 WIWW THERHSHTS OF WAY OF JACK P!NE R0? AND W. SPIRIT POW RQAO. •s» i/ie miWt SURVETOR'S CEfnWCATE I, PHHi ». HELSON, PnOFSSIOWL UNO aimaan » THE STATE OF WBCOKSIN, HtnEBT CEmra 1WT ON THE ORDE8 Or TAUTHA GOtUWMER. I WIVE SUWErEO fW HUPPEO A PMCa. OF UNOuxsm N mm 1/4 OF me s» 1/4 OF SECTION 26, T. si »., n. « »., IN THE TOIW OFB£li, EWREU) COUNTY, WISCONSIN; THAT THIS MAP IS A TRUE REPRESENTATION OF SAIO SURVEY; THAT SAIO SURVET AND MAP FULLY COMPLY Wtffi THE PRCMSIOHS OF CHAPTER A-E 7 OF THEWISCONSIN ADMtNISTTWWE COOE: AND THAT SAID SUB»E» MO UAP ARE COWECT TD WE BEST OF UT KNOWUDCE •ND BEUEF. "^"uim.r' SCALE: ONE INCH " WO FEET DELTA BADUS I CHORD BEAHKG | CHORD OKTANCE_ 106.96' I 92'32'44B | 66^2' | S 45-18r03- W UNELIL2 n BEARING"ea'31'19" (W15'21"ww DISTANCE 22.06' 12fl,63> LEGEND • FOUND f-»/4" IRON PIPE (IP), UHLESS NOTEO 0 1-1/4' X IS' IRON PIPE, SET TH/S SURVEY C ; RECORDED DATA PSPE DMWSIONS ARE OUTSIDE DIAM£r£R CLIENT: GOLDAMMER, T. JOB M.: N22/166SCALE: ONE IMCH - 100 FEET BATE: 10/4/2022 Fiaj) worn coupiBEo: 12/19/2022 FILE: N/T5WR6W/SEC2S ACAP: H22_166JUNKE PSDATA: mj^l54 MB. 422 PC. 123 DWFTED BY: TZB ASHLWD. WISCONSIN 5480\(715) ess-reszV.NELSONSURVEflNG.COM%s™ -'""""" SVSVSfWG TOUR KSCK OF THE VOOSS SINCE 19S4 ^ AREA PLAN - CORNUCOPIA, Wl. A1 ^ ENLARGED AREA PLAN AUP OF SURVEY PARCEL 3 ^5,600 30. FT 10.00 AC. PARCEL 4 n^ •AS ; 'f'S^^'^aiSi"^r" "" ° " fiSWfSSSSSV^ \NELSOHSURVEYINGISSCORPORATED AREA OF CAMPSITE APPROX. 13 ACRES 17.70 ACRESTOTAL -UNDEVELOPED AREA - APPROX.5 ACRES A1 r\SURVEY A1 PROJECT INFORMATION NAME: CORNY CAMPING GENERAL LOCATION: SW CORNER OF SPIRIT POINT ROAD & JACK PINE ROAD ADDRESS: 23185 JACK PINE ROAD CORNUCOPIA, WI. 54827 TAX ID: 39369 SURVEYED ACRES: 17.70 ZONED: R-RB RESIDENTIAL-RECREATIONAL BUSINESS LOT DESCRIPTION: NW SW IN DOC 2022^596267 LESS PLAT OF SAWGRASS FIRST ADD V8 Pi4 AND LESS LOTS i AND 2 IN CSM 2353 IN DOC 2024^603897 TOWN OF BELL(ORANGE) PROJECT SITE ZONED R-RB (PURPLE) PRIVITE LAND ZONED R-RB (GREEN) PRIVITE LAND ZONED R-3(YELLOW) N^L 4^ PROPERTY WITHIN 300' & ZONING A1 -^r .u u^1-<PQ0 O!u-?p-?l^1;51P-<iC<3 CQ " Ei^8ill; §^i ^-CTd)0 Sw ='a Q-I ^ v> ^' 0^I—IPL| u 00 ^p^0p£> 00 A 1 DRAWING NOTES SITE PLANS l) EXACT LOCATION OF TENT SITES WILL BE DETERMINED BASEDON TREE COVERAGE WITH THE INTENTION OF NOT HARMING MATURE TREES. SITES WILL BE STAKED BEFORE GRADING AND CONSTRUCTION. 2) SITE PLAN BASED ON SURVEY COMPLETED ON 12/19/22 BY NELSON SURVEY, INC. ASHLAND, WI. 3) TOPOGRAPHICAL INFORMATION BASED ON DATA PROVIDED BY BAYFIELD COUNTY GIS SERVICE. 4) DISTANCE BETWEEN CAMP SITES WILL VARY BUT WILL NOT BE LESS THEN 25'. DISTANCE WILL BE AROUND 50' ON AVERAGE. FOUNDATION PLANS l) 6" POURED CONCRETE SLABS TO BE REINFORCED WITH #4 REBAR IN 2' GRID PATTERN. 2) 4" POURED CONCRETE SLABS TO BE REINFORCED WITH 6"x 6" WELDED WIRE MESH. FLOOR PLANS l) ALL EXTERIOR WALLS TO BE 2"x 6" SPF#2 OR BETTER 2) ALL INTERIOR WALLS TO BE 2"x 4" SPF OR BETTER U.N.O. 3) ALL EXTERIOR WALL DOOR AND WINDOW HEADERS TO BE DOUBLE 13/4"x n 7/8" LVL. 4) ALL EXTERIOR DIMENSIONS MEASURED TO OUTSIDE OF SHEETING U.N.O. 5) ALL INTERIOR DIMENSIONS MEASURED TO OUTSIDE OF GYPSUM BOARD U.N.O. 6) SEE DOOR AND WINDOW SCHEDULE FOR SIZES AND ROUGH OPENFNG DIMENSIONS. 7) REFER TO MIDWEST MANUFACTURING SPEC. SHEETS FOR ALL PREMANUFACTURED FLOOR AND ROOF TRUSS DESIGNS. 8) REFER TO APA WALL BRACING CALCULATON REPORT FOR SHEAR AND PORTAL WALL FRAMING COMPLIANCE. 9) ALL WALLS ON CONCRETE SLABS TO HAVE GREEN TREATED BOTTOM PLATE. EXTERIOR WALL PLATES TO INCLUDE SILL SEAL. ABBREVIATIONS SHEET INDEX / PAGE REFERRNCE S SFTE PLAN, LAYOUT DRAWINGS, NOTES T TENT SITESC CAMP / CAMP HOST BUILDINGM MAINTENANCE BUILDING DRAWINGSAFFARCHBLDGCLCNTPCONCDD(x)DNDWELEC F.D.FLR GD(x) GYP.BD.INSULISO LVLMAXMAINTMECHMINNTS o.c.OSBRECTCLREFREINFREQDKMSIMTLTTLT/SHRTYPUNOwW(x)WPWWM ABOVE FINISHED FLOORARCHFTECTURALBUILDINGCLOSETCOUNTERTOPCONCRETEDRYERDOOR TYPE (SEE DOOR SCHEDULE)DOWNDISHWASHERELECTRICFLOOR DRAINFLOORGARAGE DOOR TYPE (SEE DOOR SCHEDULE)GYPSUM BOARDINSULATIONISOMETRICVIEW LAMINATED VENEER LUMBERMAXIMUMMAINTENANCEMECHANICALMINIMUMNOT TO SCALEON CENTERORIENTED STRAND BOARDRECTCLINGREFRIGERATORREINFORCEDREQUIREDROOMSIMILARTOILET ROOMTOILET ROOM AND SHOWER TYPICALUNLESS NOTED OTHERWISEWASHING MACHINEWINDOW TCPE (SEE WINDOW SCHEDULE)WATERPROOFINGWELDED WIRE MESH SHEET NUMBER A-l A-2 A-Sl A-S2 A-S3 A-Tl A-T2 A-T3 A-T4 A-T5 A-Cl A-C2 A-C3 A-C4 A-C5 A-C6 A-Cy A-C8 A-C9 A-Cio A-Cll A-C12 A-Ml A-M2 A-M3 A-M4 A-M5 A-M6 A-My A-M8 A-M9 SHEET NAME PROJECT INFORMATION / AREA PLANS SHEET INDEX & DRAWING NOTES S -SITE PLAN & SETBACKS S - ENLARGED SITE PLAN & BUILDING LAYOUT S - ELEVATION LINES EXISTING & NEW T - TENT SITE ISO VIEWS T - SITE LAYOUT T-ELEVATIONS T-ISO FRAMING PLAN T - FOOTINGS/JOIST LAYOUT C - ISO / SQ. FT. C - E&W ELEVATIONS C - N&S ELEVATIONS C - FOOTING, FOUNDATION, SLABS C - SECTION DETAILS C-1ST FLOOR PLAN C - 2ND FLOOR PLAN C - ENLARGE TOILET ROOMS C - WALL SECTIONS C - FLOOR AND ROOF TRUSS LAYOUT C - 1ST LEVEL ROOF TRUSS LAYOUT C - STAIR DETAIL / SCHEDULES M-ISO/SQ.FT. M - N&S ELEVATIONS M-E&W ELEVATIONS M - FOOTING, FOUNDATIONS, SLABS M-1ST FLOOR PLAN M-2ND FLOOR PLAN M-WALL SECTIONS M - TRUSS & JOIST LAYOUTS M - STAIR DETAIL / SCHEDULES -- 0 ¥ £0^;S§lljz ?-' i.0 °2-U 0ri^ll>§!f0|sll§!!f=^50<33 ^ i£ S^ii p;?h—<CL, u 00 ^i=L|I!D 00 xw0 MI§IAMIyjQ SPIRIT POINT ROAD EXISTING CULVERT MIN. SETBACK PROPOSED CULVERT 17.70 ACRE SITE WOOD,RECYCL,TRASH BLDGS HEAVELY WOODED ACREAGE ONLY CLEARED WHERE SITESAND TRAILS ARE LOCATED NATURAL WATER FLOW(DRY IN SUMMER) CAMPBUILDING EXISTING CULVERT &ENTERANCE TiT. CAMPSITE27 STANDARD2 EASY ACCESS 1 GROUP 5' ELEC.CART ACCESS PATH (FTP) PROPOSED CULVERT 3' FOOT WALKING PATH (T»'P) 5' ELEC. CART ACCESS PATH (TYP) COVERED TRASH BINS PROPOSED CULVERT NATURAL WATER FLOW(DRY IN SUMMER) NATURAL WATER FLOW(DRY IN SUMMER) MIN. SETBACK SITE PLAN / SETBACKS SIV Scale: i" = 100' II!^1 --- u^5S§<§§!en ^ SilSIu § s^—i^gi0Hit,05(S^g;;|jis^: C-J 1LO 'cysm ^;?h-1CL, u 00 ^fy0u 00 A Sl n^0 EXISTING CULVERT (15"x 40') AND DRIVEWAY ENTRY 30'-o" Ai MINIMUM SETBACK PROPOSED CULVERT (15"x40') TYP. PARKING SPACE i45'-o" "^-<0 » °11r^-m PROPERTY LINE NATURAL WATER FLOW (DRY IN SUMMER) PROPOSED UTILIT/ LINES ROUTE SLOPE GRAVEL ENTRY AND LOT(40 PARKING SPACES) I I I I I I ^^321'-0" 5' WIDEELEC. CART ACCESSPATH (Tl'P) 11111 I I I I I SLOPE 42'-0" I I 1111111 1111111 PROPE.RT.' LINE GROUP SITE MIN.SETBACK CAMP °° BLDG. (SEE Ci-Ci2)| RECYCL./TRASH SHED (10'xl2') FIREWOOD SHED (10'xl2') 302'-0" ^-Tl'P. CAMPSITE(SEE 1/T2) \5' WIDE ELEC. CART ACCESS PATH (T»'P) -t 63'-o" PROPERTi' LINE I 0& p-en 3' WIDE FOOTPATH (TYP) BUILDING LAYOUT PLAN Scale: i" = 50' a ^. ^ p5i I-f- ^^ '•" TO'C/3 ^ _ciZ S; J20 2 ?G §^cy2|i— =5 %'z £@)i^z I01 CO LO ^—li<iml;08^? wi^^ss LU oo$g;'id&jSSP-<sOQ55 c\i mLO CQ A S2 EXISTING DRIVEWAY AND CULVERT 690 NATURAL WATER FLOW(DRY IN SUMMER) NATURAL WATER FLOW (DRY IN SUMMER) AREA OF NEWGRADE LINE 690 700 710 720 730 I- AREA OF NEW / GRADE LINE 730 EXISTING ELEVATION LINES S3 y scale: 1"= 200' ^ EXISTING ELEVATION LINES W/ LAYOUT S3 y Scale: 1"= 200' ^ NEW ELEVATION LINES W/ LAYOUT S3 y Scale: 1"= 200' SITE PLAN BASED ONSURVEY COMPLETED ON 12/19/2022 BYNELSON SURVEYING INC. ASHLAND, WI. TOPOGRAPHICAL INFORMATION BASED ON DATA PROVIDED BY BAYFIELD COUOTYGIS SERVICE --- 0^s<^9?10u»—lcyoswMl^15^i P-<sC<3 3 ^ Ei?8-raJ=i 00 3 ^ <I—IPH0§ Q o0 0 a?w ^^ ^II^s§^w S3 " m 0)-Im 0-0 <m /^ p \ v- ^ H|m 0) -Im -n7]0z-I<m 0)0 >^h-1 TE N T S I T E IS O M E T R I C & T O P VI E W S CO R N Y C A M P I N G CO R N U C O P I A , W I SP R U C E G L O B A L ; BI M M A N A G E M E N T & C O N S U L T I N G 52 2 H E L E N S T . N . H U D S O N , W l 5 4 0 1 6 65 1 . 4 9 7 . 8 5 0 5 t i g a n @ s p r u c e - g l o b a l . c o m RE V I S I O N S 1 2 3 4 5 MM / D D / Y Y 11 , 2 9 , 2 4 12 / 2 0 / 2 4 _- / _ _ / _ _ -/ — / - —/ _ _ / _ - RE M A R K S CO N D I T I O N A L U S E P E R M I T RE V I S E D S E T B A C K L I N E S 5'-o" TO 6'-o" 45'-o" , 5'-o"2'-0"i8'-o" GRAVEL / MULCHACCESS TRAIL o SMALL PLATFORM TENT PLATFORM STEP GRAVEL / MULCH CAMPSITE FIRE RING WITH SCREEN COVER CAMP CHAIRS AND TABLE 1^ SITE LAYOUT T2y Scale: 3/16"= 1'-0" TOTAL SO. FT. 144 SF - l2'x 12' ENCLOSED TENT AREA 72 SF - l2'x 6' COVERED PORCH AREA ri0 CAMPSITES l GROUP SITE - SEASONAL WATER/ELEC. 2 EASY ACCESS SITES - SEASONAL WATER/ELEC. 5 INNER LOOP SITES - SEASONAL WATER/ELEC. 22 OUTER LOOP SITES - SEASONAL WATER T^TOI u ^PQ Ill 0 -^ ="GS si-^2llos^lUH _ £Z TOOT[— -^^I!P-<i00 3 U-lQ^s,^i ^PLl0u^ Q0 wgO! @ I A T2 CANVAS ROOF - FIRE ANDWATER RESISTANT (TYP.) CANVAS WALL - FIRE AND WATER RESISTANT (TYP.) 4^ RIDGE LINE (io'-2") 128^ WALL LINE (7'-3") /^^*" STEP FLOOR LINE (l'-2") GRADE RIDGE LINE (io'-2") ROLL UP DOORW/SCREEN BED PLATFORM a STEP —/^ WALL LINE (7'-3") ffl 6' COVERED DECK FLOOR LINE (l'-2") GRADE SMALL PLATFORM BEAR BOX AND FIREWOOD STORAGE '1^ LEFT SIDE ELEVATION T3y Scale: 1/4"=1'-0" '3^ FRONT ELEVATION T3y Scale: 1/4"=1'-0" STEP CANVAS ROOF - FIRE AND WATER RESISTANT (TYP.) CANVAS WALL - FIRE AND WATER RESISTANT (TYP.) RIDGE LINE (lo'-2")RIDGE LINE (io'-2") 12 ^^A WALL LINE C7'-3") SHINGLED ROOF W/FLASHING -—BEAR BOX AND FIREWOOD STORAGE FLOOR LINE (i'-2") GRADE RIGHT SIDE ELEVATION T3y Scale: 1/4"=1'-0" BOARD ANDBATTENBACK WALLSHINGLED ROOF W/ FLASHING ^ SMALL DECKED PLATFORM BEAR BOX / STORAGE FIREWOOD STORAGE 4^ BACK ELEVATION T3y Scale: 1/4"= 1'-0" --.- C)^5<^m|08 »__)oi?05u-lwl^1z5iP-<icyss ^ "•A m z" T§ sen =>0 a-^3 CP.£ 0) p-10p^ 0 00 0 wHI—IGOH^w^ w§0t—^Ii-Ll_jw A T3 2"x 10" RIDGE BEAM 2"x4" BACK WALL (16"OC) 1/2" WALL SHEETING BOTH SIDES W/BOARD AND BATTEN FINISH CUSTOM MADE RAFTER / RIDGE BEAM BRACKET SEE DETAIL(B - 3/T4) l"x 6" COLLAR TIE 7'-11" AFF CTYP.) 2"x 4" RAFTER TOP BOARDS SANDED EDGES TO ALLOW FOR CANVAS (TYP.) 2"x 6" WALL BOARD W/ 2"x4" INSIDE BOARD LAYED ON EDGE (SEE DETAIL 3/T5) DOUBLE 2"x 6" GREEN TREATED BEAM WATERPROOF VINYL PLANK FLOORING 3/4" GREEN TREATED PLYWOOD SUBFLOOR 12"xl0" CONCRETE DECK BLOCK (SEE DETAIL 4/T5) CUSTOM MADE RAFTER/ RIDGE BEAM BRACKET SEE DETAIL (A - 3/T4) ,— 2"x 6" RAFTERS 2"x 8" RAFTER TAIL FRAMING 5/4" GREEN TREATED DECKING 4"x 4" GREEN TREATED POST 2"x8" FLOOR TRIM BOARD 144 SF - l2'x 12' ENCLOSED TENT AREA WITH 72 SF - 6'x 12' COVEREDPORCH AREA DECK HEIGHT ABOVE GRADE NOT TO EXCEED 30" 2"x4" BACK WALL (16"OC) 1/2" WALL SHEETING BOTH SIDES W/BOARD AND BATTEN FINISH 3/4" GREEN TREATED SHEETING BEAR BOX BUILD FROM 3/4" GREEN TREATED SHEETING. FRONT FRAMING PLAN - ISO T4y scale: 1/4"=1'-0" L 5/4" GREEN TREATED DECKING BACK FRAMING PLAN - ISO T4y scale: 1/4"=1'-0" RAFTER/RIDGE BEAM BRACKETS T4y Scale: 1 1/2"= 1'-0" -^ 0^1^ilil0 7--CTG§ 8i-^sllos^jU-i _ 1=wl^lfcjlll§111C\J ^—CN LDLD COGQ3 <I—IPLiQp£» Q o0 0 w A T4 8'-o" (2) 2"x 6" GREEN TREATED FLOOR JOISTS ON BACK SIDE 2"x 6" GREEN TREATED FLOOR JOISTS (16"O.C.) (2) 2"x 6" GREEN TREATED FLOOR JOISTS ON BACK SIDE jm-t ~^3J (2) 2"x 6" GREEN TREATED BEAM SEE DETAIL 5/T5 Q- 6'-o"6'-o" ^ 2"x 4" WALL FRAMING 2"x 8" WALL FRAMING T^ SECTION AT WALL T5y scale: 1"-1'-0" 3/4" TREATED PLYWOOD SUBFLOOR WITH WATERPROOF VINYL PLANK / FINISH FLOORING/ '- (2) 2"x 6" GREEN TREATED JOISTS AT POSTS - SEE DETAIL 4/T5 (2) 2"x 6" GREEN TREATED FRAMING AT POSTS POST STRAP TO FRAMING A 5/4" GREEN TREATED DECKING ^ TENT PLATFORM FLOOR JOIST LAYOUT T5y Scale: 1/4"-1'-0" 4"x4" GREEN TREATED POST 12"x 10" CONCRETE DECK BLOCK ^ TYP. POST DETAIL T5y scale: 1/2"-1'-0" / / / 10" // 5'-o" / 10' ZL / l8'-6 1/2" 5'-2"10\ 5'-""10'L / / ~\ BEAR BOX / STORAGE 5/4" DECKING 2"x 6" GREEN TREATED FLOOR JOISTS (2) 2"x 6" GREEN TREATED BEAM / z 2"x 4" FRAMED WALL WITH 1/2" WALL SHEETING BOTH SIDES 3/4" TREATED PLYWOOD SUBFLOOR WITH WATERPROOF VINYL PLANK FINISH FLOORING POST STRAP/ TO BEAM CTYP) •K 12"x 10" CONCRETE DECK BLOCKS (12 Tr'P.)4"x 4" GREEN TREATED POST HEIGHT TO VARY WITH GRADE v GRADE .— DECK NOT TO EXCEED 30" ABOVE GRADE 12"x 10" CONCRETE DECK BLOCK &3 as "^ POST DETAIL AT BEAM T5y Scale: 1/2"-1'-0" ^ TENT PLATFORM FOOTING BLOCK LAYOUT T5y Scale: 1/4"-1'-0" - a^s31PQ|08 I—] ^°gRl^-)051sP-^500 3 ^ ^§1u7 m^1CT(D0 G00 pQ S-ZZ) "£©) C\t ^C\l LDLO co 0^t-^Pl u 00 ^^p^QQ£) 00 wHI—Ico^^e t»—fIssi E00h 3 A T5 ^^RNERCAMPBLD^CAM^^^ TQTALSa.FT. 2&844SSJ-~^IpIr^%x_34^ 3,8o8 SF TOTAL" 1,028 SF - COVERED WALKWAYS fsf °3^§ $Ss C\J l^^n co u 0 su o u CONTINUOUS RIDGE VENT 2nd FLOOR RIDGE LINE (26'-6") CONTINUOUS RIDGE VENT 126C^ ^_ ARCH.ROOF SHINGLES ARCH. ROOF SHINGLES /:FLASHING STEEL SIDING @ 2ND FLOOR (TOP.) 2nd FLOOR CEILING LINE d7'-o") ARCH. ROOF SHINGLES 2nd FLOOR LINE (9'-o") ^sLFLOOR CEILING LINE f8'-o"~) BOARD ANDBATTEN SIDING AT PORCH (TYP.) GRADE '1"\ EAST ELEVATION C2y Scale: 1/8"= 1'-0" CONTINUOUS RIDGE VENT ^_2nd FLOOR RIDGE LINE (26'-6") ARCH.ROOF SHINGLES STEEL SIDING @ 2ND FLOOR (TYP.)/"FLASHING CONTINUOUS RIDGE VENT> ARCH. ROOF SHINGLES 12^6 ARCH. ROOF SHINGLES 1ST FLOOR RIDGE LINE (l9'-0") 1st FLOOR PEAK OF VAULTED CEILING LINE (l3'-7") 1st FLOOR BOTTOM OF VAULTED CEILING LINE (9'-6") mm a^mm BOARD AND BATTEN SIDING AT PORCH OYP.) GRADE '2^ WEST ELEVATION C2y scale: 1/8"=1'-0" S! --- 0^i^ml0u1—)^0^u-l"liylizf^i!P-<sC<2 CQ §8t" -TO-a001S scfl pQ 5.n "?. p^Qp£> Q o0 0 0^t—1Q^-i)—<i?m pl u ^^0I—II-IM A C2 STEEL SIDING @ 2ND FLOORAND GABLE END (TYP.) 2nd FLOOR RIDGE LINE (26'-6") JLFLASHING 2nd FLOOR CEILING LINE (ly'-o") ARCIT.ROOPSSINGLES 2nd FLOOR LINE (9'-o") 1st FLOOR CEILING LINE (8'-o"3 BOARD AND BATTEN SIDING @ PORCH (T/P.) GRADE '1^ NORTH ELEVATION C3y Scale: 1/8"= 1'-0" STEEL SIDING® GABLE END (T?.) STEEL SIDING @GABLE END (TYP.) 2nd FLOOR RIDGE LINE (i6'-6") 1ST FLOOR RIDGE LINE d9'-0") 1st FLOOR PEAK OF VAULTED CEILING LINE (l3'-7") 1st FLOOR BOTTOM OF VAULTED CEILING LINE (9'-6") BOARD AND BATTEN SIDING PORCH (TIT.) GRADE 2^ SOUTH ELEVATION C3y scale: 1/8"=1'-0" <?) I m | ^- --- u C\J '<—CN LOLO co ^^CLIQu£> 0 00 0 ^§0I—IIw A C3 86'-o" DIMENSIONS SAMEON WEST WALL 76'-6" (OUTSIDE OF FOUNDATION) 76'-0" (OUTSIDE OF CURB) 7'-9 1/2" i8 . 7'-9 1/2"8[ 7'-9i/2" I8'; 7'-9l/2" i8'^ 7'-9l/2" 4" POURED REINF CONC. FLOOR4"POURED REINF. CONC FLOOR -i-o r-o 3'-2 1/2" I'-IO 1/2" DIMENSIONS SAME ON EAST WALL -4" POURED REINF. CONC. FLOORWITH 12" BOND BEAM ON ALL FOUR SIDES OF BUILDING 1 ^ FOUNDATION / SLAB PLAN C4 y Scale: 1/8" = I'-o" & 00 T-l 1^ _00 ~0 I'1^ 00 CM r-( <?> 0> 00 0 1^ 00 r-{ "t\ -00- p N^ AA.-T- y 01 I CO I f -^ u^13199'I°?>—)<^O!i-dMiw^—)0<zSlCL-i s OQco s£ ^ EIsroilz CT§ s<-n ='a 0-w OJ T-Csl LDu~> co p^ u g <I—Ipl0p^ Q b0 u p^1—1Qi-iI—I^N p-1 u ^ o^Ep^^01—1 I—I§iOQh 0& C4 4" POURED REINF. CONC. FLOOR 4" CONC. FLOOR VAPOR BARRIER2" (Rio) INSULATION 4"GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. lo"x 20" CONC. FOOTING W/ (2)#4 REBAR GRADE co \t- INTERIOR FOUNDATION - NO CURB Scale: 1/4 = i'-o" 4" POURED REINF. CONC. FLOOR 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. io"x 20" CONC. FOOTING W/ (2)#4 REBAR GRADE co •<- INTERIOR FOUNDATION - WITH CURB Scale: 1/4 = i'-o" 4"POURED REINF. CONC. 4" POURED REINF. CONC. PORCH FLOOR W/8"X12" REINF. BOND BEAM 4'-o" GRADE ^-' 8"xi2" POURED CONC. BOND BEAM VAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 8" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. 8"xi6" CONC. FOOTING W/ (2)#4 REBAR Y A CiS 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. io"x 20" CONC. FOOTING W/ (2)#4 REBAR FOUNDATION / 4' PORCH Scale: 1/4 = i'-o" 4" POURED REINF. CONC. PORCH FLOOR W/8"X12" REINF. BOND BEAM 6'-o" 8"xi2" POURED CONC. BOND BEAMVAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 8" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. 8"x 16" CONC. FOOTING W/ (2)#4 REBAR -TTI, 00 ^1- 6" POURED REINF. CONC. 4" CONC. CURBVAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. io"x 20" CONC. FOOTING W/ (2)#4 REBAR FOUNDATION / 6' PORCH Scale: 1/4 = i'-o" M I CO I ^j- --- 0^1<^.OQ§0ui__]=y^ij-i2M^121:P-lS!C7~!5 w EI8TO§iz CT§ sco pQ a-ZD ^I©) ^ <1—1Pl0u?3 0u M^IQ^0I—II^'^ pfe C5 M^1- 86'-o" 8'-2 1/2"8'-5 1/2"8'-5 1/2", 8'-51/2", 8'-51/2", 8'-51/2"9'-5 1/2"8'-5 1/2"8'-5 1/2", 8'-31/2" L" 1^ WAITING AREA STAIR SECTION SEE DETAIL 1/C12 ' 5'-r STAIR SECTION SEE DETAIL 1/C12 PICNICTABLE -ROLL UP WINDOW 2 PICNIC TABLE GDi COMMON ROOM (SEASONAL ONLY) 39'-6 1/2" ^—TABLE (TYP.)y^ o^q 9^ 0\^0 0\/0 0\/0 Mau c 0 _0__0 ^) C/55TOOLO°3TOOLS (Ti'P.000 SITTING COUNTER ~0~0~-0^) 0 SINK ) _0. ~0 _Q ~0 COUNTER REF COVERED PORCH - ALL SIDES a D 21'-9" co Q ^m ai 0 EDGE OF CONC. PORCH SLAB - ALL SIDES / 76'-o"PORCH COLUMNS CTYP.) •3'-£ =0 [^ I 4'-o" 86'-o" '1^ CAMP BUILDING - 1ST FLOOR PLAN C6y Scale: 1/8"= 1'-0" DIMENSIONS SAME ON WEST WALL DIMENSIONS SAME ON WEST WALL SAUNA/ HOT TUB AREA FOR LAYOUT ONLY(FUTURE ITEM) ^ <! c'i m i ^t- -^- 0^1<^m|08 ^_|c%j01^u-lwiu-l^11311s P-<sQQ3 " EI?8•A -TO§iz OT§ 8Crt =3Q a. ^s?T: ^i- p^y — (PL| u g^pl0ui5 0 00 0 0^I—IQ'^ I—I^m pl u PH^00^h^GO A C6 ^pm M i-4 ^> <0 "•^f N r-1 ^0 6 1/2"14'-1/2" STAIR SECTION SEE DETAIL 1/C12 34'-o" 5'-i"4 1/2"i3'-5"61/2"| CL." 1^BEDROOM #3 ^ l5'-3"~o-.| MECH.CHASE 5'-ll" an00 3'-6" l5'-7 i/2'| KITCHEN 10'-0' 4 1/2" DN DININGROOM D CL 'D9' 5'-n" BEDROOM #2 l3'-5"I? ,^MECH.CHASE"; _" ^9- CL 5'-lo" I'-O" BEDROOM #1 ~<^\ CL-J <D4 i3'-9 1/2" LTVWG ROOM w,r <0 LO STAIR SECTIONSEE DETAIL 1/C12 ^ CAMP BUILDING - 2ND ST FLOOR PLAN (CAMP HOST APARTMENT) C7y scale: 1/8"=1'-0" -- u^1ml§113 L" -m 0u § d 5.^-?^§ Ioi§|[T-] __ (-P-) Iz .1u§ ^g$gg;liiss;CM LOLO CO003 p^H—lPL| u Q0 g^^0p^ 00 p Q^I—Ibm Pl u ^8So2?h P^Q 'c\i A C7 61/2"|7'-ir 34'-o" 6i^ 5'-7i/2" 41,^" 4'-o" 41,^' 5'-7i/2" 61^7'-ir 6i ^f ^0 ^0 r-1 M TLTo"'/°FD s EASY ACCESSTOILET / SHR °.D.TLT TLT&va 5'-5" n'-5' 6 1/2"6 1/2" 2'-6"4'-o" Q 0 EASY ACCESSTOILET / SHR 2'-6" 9'-o" n'-5" 6 1/2"6 1/2" "1 ^ ENLARGED TOILET / SHOWER ROOMS C8y Scale: 1/4"= 1'-0" N^L-r- z0HQ|8| 0 u ^^p^0 .0^ 0 00 0 0 Q 3 ^^^w^ ^s0031 Sillw g 1-11—1o wH A C8 c^" PREMANUFACTURED MONO ROOFTRUSS@24"O.C. 2x4 TRUSS NAILERS SOFFIT(2) 7 1/4" LVL BEAM(3) 2x6 COLUMN1" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS GRADE T PORCH co 6'-o" [^] 0 00 RIDGE VENTASPHALT SHINGLES ICE St WATER SHIELD 1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN 2"AIR GAP VENTED SOFFIT R-49 INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD. DINING AREA 11/8" RIM BOARD 3/4" T&G FLOOR SHEETINGGLUED AND NAILED 12" FLOOR TRUSSES @ 24" O.C. 5/8" GYP. BD. CEILING l'-0' 1/2" GYP. BD. WALLS4 MIL POLY R-21 INSULATION (BATTS) 2"x6" STUDS @ 16" O.C. 7/i6" OSB SHEETING TYVEK HOUSE WRAP SIDING - STEEL ABOVE BOARD AND BATTEN @ PORCH WAITING AREA PREMANUFACTURED MONO ROOFTRUSS@24"O.C. 2x4 TRUSS NAILERSSOFFIT (2) 7 1/4" LVL BEAM (3) 2x6 COLUMNi" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS GRADE 2"x6" TREATED SILL PLATE SILL SEAL1/2" ANCHOR BOLTS @ 6'-o" O.C.(MAX) SEE 4/C5FOR FOUNDATIONINFORMATION ^ PORCH 1^ 1^ 4'-o" ^] <0 cr> 12 RIDGE VENTASPHALT SHINGLESICE & WATER SHIELD 1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN 2"AIR GAP VENTED SOFFIT R-49 INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD. 1/2" DRYWALL4 MIL POLY R-21 INSULATION (BATTS) 2"x6" STUDS @ 16" O.C. 7/l6" OSB SHEETINGTCVEK HOUSE WRAP SIDING - STEEL ABOVE BOARD AND BATTEN @ PORCH COMMON ROOM 2"x6" TREATED SILL PLATE SILL SEAL1/2" ANCHOR BOLTS @ 6'-o" O.C.(MAX) SEE3/C5FOR FOUNDATIONINFORMATION ^3 2 STORY WALL SECTION Scale: 1/4"=1'-0" WALL SECTION AT SCISSOR TRUSS Scale: 1/4"= 1'-0" <t—ICLIQp& Q o0 0 w§0^ — ^IwVI^'^<1 C9 ^"MANUFACTURED FLOOR TRUSSES 24" O.C. (2) 1 3/4"x 11 7/8" LVL WITH TOP MOUNT FLOOR JOIST HANGER MANUFACTURED COMMON AND END TRUSSES (6/12 PITCH) 24" O.C.2"x 6" EXTERIOR BEARING WALL 1-1 u- C<-. J^f^J^ -NT in IF UULJU i—u —u —n_i^ 33'-ll" uu^j 1 in n -m UUI, j—UL Jjt^Jj^l Ill TlIT it a. JUL -nr-ni 33'-"' 4'-3" / |, io'-4 1/2" 2"x 4" INTERIOR BEARING WALL 2"x 4" INTERIOR BEARING WALL /i9'-3 1/2" L l9'-9" 2"x 6" EXTERIOR BEARING WALL 2"X 6" EXTERIOR BEARING WALL / 10'-2 1/2" r 3'-11 1/2" (2) 1 3/4"x 11 7/8" LVL WITH TOP MOUNT FLOORJOIST HANGER ^ 2nd FLOOR - ROOF TRUSS LAYOUT C1oy scale: 1/8"= 1'-0"^ 2nd FLOOR - FLOOR TRUSS LAYOUT C10y scale: 1/8"=1'-0" "^1<PQ s^l^^s 0 7-CTGS s!-^Sllos^l[JLJ _ C~ZL ro,OT[JQ h- ^=0 "g$g£^ ^s;^g!P-<5GO S CM ^C\l LDLD CO 0^HHcu u Q0 ^^p^Qp^ 00 0^t—<0i-iI—I^PQ CL, u cow^.^^hII^ ?^^'0sh A Cio MANUFACTURED MONO TURSSES (6/12 PITCH) /— (2) 1 3/4"x 7 1/4" LVL HEADER / FOR MONO TRUSSES AT ALL SIDES (TYP)MANUFACTURED SCISSOR TRUSSES - 24"O.C. / (6/12 OUTSIDE PITCH - 3/12 INSIDE PITCH) Lt \ 2"X 6" EXTERIOR LOAD BEARING WALL (Tr-P) MANUFACTURED MONO TRUSSES (6/12 PITCH) \ 35'-" 1/2"39'-" 1/2" 75'-"' -10" 85'-7" 00 MANUFACTURED MONO TRUSSES (6/12 PITCH) MANUFACTURED MONO TRUSSES (4/12 PITCH)^ 1ST FLOOR ROOF TRUSS LAYOUT C1V Scale: 1/8"=1'-0" •^ m EilL" m CT ---- 0^llm|l5Qs§?^_)oiiG>^ "-!W9iyiizSiiP-<2GOCQ ;@) CM ^CN LQLT-) CO 0^H^p^ u Q0 ^^'(^0p^ 00 0^I—III—I^CQ PL, u ,^^IwwI^h0s A Cu WINDOW; NUMBER WiW2 W3W4 SCHEDULEpry 1 56 2 35 1/2" 35 1/2" 35 1/2" 72" DOOR SCHEDULENUMBER Dl D2 D4D5 Dy D9 QTY I 10 10 3 2 2 WIDTH 32" 36" 30" 32" 36" 30" GARAGE DOOR SCHEDULE NUMBER GDl GD2 OTY 2 1 WIDTH 9' 10' HEIGHT 35 1/2" 411/2" 47 1/2" 36" HEIGHT 8o" So" So" So" So" 8o" HEIGHT 8' 8' RA36"x 36" 36-X42" 36"x48" 75"x 39" R.O. 34 l/2"x 82" 38 l/2"x 82" 32"X 82 1/2" 34"x 82 1/2" 38"x 82 1/2" 61 i/2"x 81 3/4" RA 9'-ll/2"x8'-3/4" DESCRIPTION DOUBLE HUNG DOUBLE HUNG DOUBLE HUNGCUSTOM DESCRIPTIONEXTERIOR EXTERIORINTERIORINTERIORINTERIOR (2) BI-FOLD DESCRIPTION [" GLASS PANEL 10-1 i/2"x 8'-3/4" GLASS PANEL io'-4 1/2" @ SOUTH STAIR (MECH. ROOM) l0'-2 1/2" @ NORTH STAIR (OFFICE) 3/4" T&G SUBFLOOR (Ti'P) 12" FLOOR TRUSS 24" O.C. 1 ^ STAIR SECTION 5/8" GYP. BOARD (T/P) GREEN TREATED PLATES PLANK LAMINATE FLOORING POURED CONCRETE FLOOR --- 0 t-^—!i'^[CQ|00>—^osMHi^1iiP-i003 ^ Ei8•A -rasiz CT§ sen ?Q a- I @) ^ <^ — <PL,0p& 0 00 0 p;z.I—IQ'^ I—IbPQ PL| u ^ .^%^s^i?S oQ H^ s^) ^^ A Cl2 0cy § §^ § IZ £©)M _ cI-Q s z .1QSMI SW-^^RNERMAINTENANCE BUILDING ISO VIEW TQTALSOJT lu1y Scale: N/A 2,400 SF- 1ST FLOOR (40'x 60') _8QQ SF- 2ND FT.nnR f^\ 3,200 SF TOTAL 360 SF - COVERED PORCH CONTINUOUS RIDGE VENT > ARCH. ROOF SHINGLES STEEL SIDING RIDGE LINE (28'-4") 2nd FLOOR CEILING LINE (i/-4") GRADE 1^ NORTH ELEVATION M2y Scale: 1/8"= 1'-0" CONTINUOUS RIDGE VENT ARCH. ROOF SHINGLES STEEL SIDING @ 2ND FLOOR (TCP.) /FLASHING BOARD ANDBATTEN SIDINGAT PORCH CTYP.) RIDGE LINE (28'-4") 2nd FLOOR CEILING LINE (17' -4") 2nd FLOOR LINE (Q'-4") 1st FLOOR CEILING LINE (8'-o") GRADE '2^ SOUTH ELEVATION N12 y Scale: 1/8"= 1'-0" ZD "X(g) A M2 RIDGE LINE (28'-4") 2nd FLOOR CEILING LINE (l7'-4") 2nd FLOOR LINE (9'-4") ist FLOOR CEILING LINE (8'-o") GRADE EAST ELEVATION Scale: 1/8"= 1'-0" RIDGE LINE (28'-4") SHOP CEILING LINE (1/-4") TOP OF GARAGE DOOR Ci2'-o") WEST ELEVATION Scale: 1/8"= 1'-0" -^- 0 ^^PLl0y£ 0 00 0 w§0 1—1^ 0w ^ 1—1^^ M w§0I—IIw M3 6o'-6" (OUTSIDE OF FOUNDATION) 0 >r> 2'-0' 6o'-o" (OUTSIDE OF CURB) 38'-6" M4 / n co 6" POURED REINF. CONC. FLOOR 6" POURED REINF. CONC.APRON ^ <$) 25'-5 1/4" IF-H _lal 20'-0"6" / 4" POURED REINF. CONC. FLOOR > M4 y, 7'-ioi/4" '8 7'-9 1/2" 4" POURED REINF. CONC. PORCH - 60'x6' 9'-n/2" ' 5'-2i/4" ' 3'-2" Ml_mi _[n 1/-1" Hal -s i, /-91/2" \ gl, /-91/2"7'-9 1/2"7'-9 1/2";, /-lo 1/4" g 6o'-o" M^&u &<0w0I 0. 0 Q•^ ?;0§'•<0^b2h0wai& 0.'^—^ "p 0^t- FOUNDATION / SLAB PLAN M4y Scale: 1/8 = I'-o" N -T- 8"xl2" POURED CONC. BOND BEAMVAPOR BARRIER 2" (Rio) INSULATION 4"GRAVEL BASE WP BELOW GRADE AS REQD.8" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. 8"x 16" CONC. FOOTING W/ (2)#4 REBAR 2'-0" 16" 6" POURED REINF. CONC.APRON 6" POURED REINF. CONC.SHOP FLOOR 4" CONC. CURB VAPOR BARRIER2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. io"x 20" CONC. FOOTING W/ (2)#4 REBAR GRADE co •d- FOUNDATION / APRON Scale: 1/4 = i'-o" 6" POURED REINF. CONC. SHOP FLOOR -^ 4" CONC. CURB VAPOR BARRIER 2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. lo"x 20" CONC. FOOTING W/ (2)#4 REBAR 4" POURED REINF. CONC. FLOOR AT HEATED SHOP GRADE FOUNDATION / 6" TO 4" SLAB Scale: 1/4 = i'-o" 4" POURED REINF. CONC. PORCH FLOOR W/8"X12" REINF. BOND BEAM 6'-o" rrc 6"POURED REINF. CONC.SHOP FLOOR GRADE co ~^t- 4" CONC. CURB VAPOR BARRIER2" (Rio) INSULATION 4" GRAVEL BASE WP BELOW GRADE AS REQD. 12" POURED FOUNDATION W/ (2)#4 VERTICAL REBAR @ 6' O.C. MAX. i0"x 20" CONC. FOOTING W/ (2)#4 REBAR FOUNDATION / PORCH Scale: 1/4 = i'-o" ot I ec [ •^ I LO -- a^i co^!§i ^-^01i-up-^iys<z^1:P-<S!OQS =^-y•A -TO s-g en CDum ?0 a. Cst 'C—C^ LOLO CO 0^1—11=^ u Q0 t — ^^^Pl0pi5 00 wjg^s^s^^CQ A M4 6o'-o' 6 1/2"38'-5 1/2" 2"x"6 FULL HEIGHT INSULATED WALL 2'-0' 0^t- 0 \0 ^Q&^ u 8 CTQu UNHEATEDWORKSHOP COco <0•^t- STAIR SECTION SEE DETAIL 1/M9 0 M 25'-5 3/4" GDi 0 <0 COVERED PORCH 9'-1 1/2 EDGE OF CONC. PORCH SLAB 6'-8 1/2" PORCH COLUMN (Ti'P.) M r-< ^)- :^ 43/4"J 8'-5 1/2"8'-5 1/2"8'-5 1/2"8'-5 1/2"8'-5 1/2"8'-5 1/2"8'-5 1/2" 6o'-o" 43/4" ^ MAINTENANCE BUILDING - 1ST FLOOR PLAN M5y scale: 1/8"=1'-0"N A-^ F ---a ;^s|PQ|iE|0 ^G§!-^cyi^ 5 80w _ i=E-9l^s>y^liz ym< y m1 •:T ^ip^:P^i003 ^^I—Ip^ u 00 <I—IPH00i5 00 ??inI!^^ M PL,^02fc^co A M5 6o'-o" 6 1/2"38'-5 1/2"6 1/2"i9'-ir 61/2"|M r-t ^0 2"x"6 FULL HEIGHT INSULATED WALL OPEN TO BELOW UNHEATED WORKSHOP(BELOW)STAIR SECTION SEE DETAIL 1/M9 3'-11 1/2" 3'-7" DN SEWING LOFT OFFICE AREA Wx 48'-4" Wx |^ 6'-8 1/2"4'-11 1/2"IN r-< \0 ^ MAINTENANCE BUILDING - 2ND FLOOR PLAN M6y Scale: 1/8"=1'-0" N^LT- '>: --- 0^1SB§10 l-—l°ii01wHi;(—>$^^\^1p-§GO 5 ^ E Q Sw =>a 0-^3 w.£ (§) z ^ 0^^—1pl u Q0 ^p-10D^ 0u ??§0 I—I^ Qw 3 1—1^PQ A M6 126l^ 12 PREMANUFACTURED MONO ROOF TRUSS @ 24" O.C. 2x4 TRUSS NAILERSSOFFIT (2) 7 1/4" LVL BEAM (3) 2x6 COLUMNi" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS GRADE ? PORCH 00 6'-o" SEE4/M4FOR FOUNDATIONINFORMATION [^ RIDGE VENTASPHALT SHINGLESICE & WATER SHIELD1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN 2"AIR GAP VENTED SOFFIT R-49 INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD. OFFICE AREA 11/8" RIM BOARD 3/4" T&G FLOOR SHEETINGGLUED AND NAILEDi6" FLOOR TRUSSES @ 16" O.C. 5/8" GYP. BD. CEILING 1/2" GYP. BD. WALLS 4 MIL POLY R-21 INSULATION (BATTS) 2"x6" STUDS @ 16" O.C. 7/i6" OSB SHEETINGTOVEK HOUSE WRAPSIDING - STEEL ABOVE BOARD AND BATTEN @ PORCH LAUNDRY ROOM l'-0' PREMANUFACTURED MONO ROOFTRUSS@24"O.C. 2x4 TRUSS NAILERS SOFFIT (2) 7 1/4" LVL BEAM(3) 2x6 COLUMN1" OFFSET POST ANCHOR 1/2" ANCHOR BOLTS 2"x6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-0" O.C.(MAX) GRADE PORCH CM co 6'-o" SEE 4/M4FOR FOUNDATIONINFORMATION [^ RIDGE VENTASPHALT SHINGLESICE & WATER SHIELD1/2" OSB ROOF SHEETING PRE-MANUFACTURED ROOF TRUSSES AT 24" O.C. W/12' HEEL MAINTAIN 2"AIR GAP VENTED SOFFIT R-49 INSUL. (MIN.) 6 MIL POLY 5/8" GYP. BD. 2"x6" FIRE BLOCKING 2"x6" WALL BLOCKING 1/2" DRYWALL 4 MIL POLY R-21 INSULATION (BATTS) 2"x6" STUDS @ 16" O.C. 7/l6" OSB SHEETING TYVEK HOUSE WRAPSIDING - STEEL ABOVE BOARD AND BATTEN @ PORCH WORKSHOP 2"x6" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS @ 6'-o" O.C.(MAX) ^J 2 STORY WALL SECTION Scale: 1/4"=1'-0"TALL WALL SECTION Scale: 1/4"=1'-0" - u <^ — IPL,0p£> 0 00 0 wi§§5I3^^CQ ^^0I—IE^0w03^1-1I A My MANUFACTURED MONO TURSSES (4/12 PITCH) 24"O.C. MANUFACTURED COMMON AND END TRUSSES (6/12 PITCH) 24"O.C. 16" MANUFACTURED FLOOR TRUSSES 16" O.C. 2"x 6" EXTERIOR BEARING WALL TRUSS LAYOUT (24'-o" O.C.) s -^ (2) 1 3/4"x 16" LVL WITH TOP MOUNT FLOOR TRUSS HANGERS coIco \2"x 6" INTERIOR BEARING WALL 24'-1"io'-4'L 5'-6" 39'-"" 39'-"' 2"x 6" EXTERIOR BEARING WALL 1 ^ ROOF TRUSS LAYOUT MS y scale: 1/16"= 1'-0" 2^ FLOOR TRUSS LAYOUT MS y scale: 1/8"=1'-0" u!^?i5i§;IJIz ^ -°o 7 CTS§ s I—) °iiO!0-1pjMlzSiP^i003 h" => A PL|00 00 w§0§1IIt—i^^ hog|s pl§1 ^1ill2^1h M8 WINDOW; NUMBER Wl SCHEDULE QTY 4 WIDTH 35 1/2" DOOR SCHEDULE NUMBER Dl D2 D3D6 D7D9 OTY 1 2 1 1 1 1 WIDTI 32" 36" 6o" 34" 36" 30" GARAGE DOOR SCHEDULE NUMBER GDlGD3 QTY 1 1 WIDTH 9' 12' HEIGHT 35 1/2" HEIGHT So" 8o" So" So" So" 8o" HEIGHT 8' 12' RA36"x 36" R.O. 34 l/2"x 82" 38 i/2"x 82" 62 3/4"x 82" 36"x 82 1/2" 38"x 82 1/2" 61 l/2"x 81 3/4" R.O. DESCRIPTIONDOUBLE HUNG DESCRIPTIONEXTERIOREXTERIOR EXTERIORINTERIORINTERIOR (2) BI-FOLD DESCRIPTION 9'-i i/2"x 8'-3/4" GLASS PANEL 12'-1 1/2"X l2'-l 1/2" GLASS PANEL io'-4' 16" FLOOR TRUSS 16" O.C. ^10 1/2" 3/4" T&G SUBFLOOR (TYP) J_ 1 ^ STAIR SECTION GREEN TREATED PLATES n POURED CONCRETE FLOOR c^i I m | ^- cuQp£) Q0 w§^i§I!I—Ih303 ^^ %i-i w<1 ?^ £WQQ rt^sy^cc 0) A MQ Guiding Principles Corny Camping: A Tent Resort Fit into Bayfietd County Comprehensive Outdoor Recreation Plan 2020-2024 Town of Bell, Cornucopia, Recommended Improvements: Creation of camping sites (p. 56) Community Focus Positive contributor to the framework of community; add to the existing proven success of the community as a seasonal destination Small business, owner-operated, unique to Cornucopia !'i-T- 0 Sustainable business plan Give back a percentage of profits to Town of Bell Referrals to local businesses: support, not compete Maintain small town feel, campground is intentionally small Potential for employment and/or housing opportunity Support tourism (i.e. local small business, marina, local trails and natural resources, airport camping opportunity, etc.) Low Environmental Impact Walk-in tent sites only, not for RVs/camping trailers Keep as many trees as possible Electric carts, no motorized vehicles in campground Quiet hours 10p-8a Walking paths through forest and among sites Low volume; 30 sites, not the allowed 10/acre (170) Seasonal Building potential for rainwater collection, solar power Responsible Campsites Flame resistant canvas Grates overfirepits Water at sites, water available throughout campground fo^e(U Bear-proof receptacles at site Two sites designated for increased accessibility (no stairs, proximity to accessible restroom/shower and camp building) Safety On-site camp host Video surveillance at entrance No cash on hand Registered guests only WARRANTY DEED This deed, made between Benjamin 3. Grams and Adeline G. Grams, Grantor/ and Talitha A. Goldammer/ Grantee, Witnesseth, That the said Grantor, for a valuabie consideration conveys to Grantee the following described real estate in Bayfield County, State of Wisconsin: As Described in Attached Addendum/Exhibit A Parcel No. 04-010-2-51-06-26-3 02-000-10000 This is not homestead property. DANIEL J. HEFFNERBAYFIELD COUNTY, WIREGISTER OF DEEDS 2022R-596267 09/07/2022 01:24PMTF EXEMPT #:RECORDING FEE: $30.00TRANSFER FEE: $719.70 PAGES: 2 ;^.' l''.;/'fi?4 Return to: Talitha A. Goidamn-ier330 Pine Street Circle Pines, MN 55014 Fiie No. 223108 Together with all and singular the hereditaments and appurtenances thereunto beionging; And the said grantor warrants that the titte is good, indefeasibie in fee simple and free and clear of encumbrances except exceptions, reservations, easements and restrictions of record, and wi!l warrant and defend the same. Dated this 1"1 day of September, 2022. /? i^'"*\. jamin 3. Grams State of Wisconsin Douglas County Adeline G. Grams ) )S.S. •I 4\\.Personally came before me this _JL___r^ay of September, 2022j the above/RamecN^enjamin J. Grams and Adeline G. Grams, to me known to be the persop(s) who executed the fp'regoing in^b-ument and hereby acknowledge the same, .^Tf?^. ls?' PUQ7^^ 'g-^—^A\ *\^^<&_ .^S^K^tl ;~v,„..'•' Ihiins)"J'^l"tJjrafted by: I <r I WENU^. i " I Notery7ub{ic,^te~ofWiscpns<rv^ \"^~.. ^ ,,^i^^c,^VOHNSO^.,| M7^s^^"°^&_\^^4 \:s^^.^y v vV^17:1:^'^y^%g^ GO WEY Abstract & Title Company, inc. (800) 673-8710 • www.goweytitie.com Fiie Number: 223108 ADDENDUM/EXHIBFT A w That part of the Northwest Quarter of the Southwest Quarter (NWI/4-SWI/4), Section Twenty-six (26), Township Fifty-one (51) North, Range Six (6) West lying North of the Plats of Tierra Shores and Sawgrass First Addition, Town of Bell/ Bayfield County/ Wisconsin. .Real Estate Bayfield County Property Listing Today's Date: 11/26/2024 rj[P 0 4 ,024 isliS? Description Tax ID: PIN: Legacy PIN: Map ID: Municipality: STR: Description: Recorded Acres: Calculated Acres: Lottery Claims: First Dollar: Zoning: ESN: ^ Tax Districts 1 04 010 044522 001700 047070 :* Recorded Documents Q WARRANTY DEED Date Recorded: 9/7/2022 Q WARRANTY DEED Date Recorded: 1/2/2020 0 CONVERSION Date Recorded: Q PLAT Date Recorded: 9/9/2005 (3 ORDER Date Recorded: 6/22/2005 B WARRANTY DEED Date Recorded: 7/1/2003 Updated: 9/4/2024 39369 04-010-2-51-06-26-3 02-000-11000 (010) TOWN OF BELL 526 T51N R06W NW SW IN DOC 2022R-596267 LESSPLAT OF SAWGRASS FIRST ADD V8 P14AND LESS LOTS 1 AND 2 IN CSM 2353 IN DOC 2024R-603897 19.620 18.317 0 No (R-RB) Residential-Recreational Business 107 Updated: 8/28/2024 STATE COUNTC TOWN OF BELL SCHL-SOUTHSHORE TECHNICAL COLLEGE BELL SANFTARY DISTRICT #\ Updated: 3/15/2006 2022R-596267 2020R-580489 483397 448-23;862-94 2005R-501742 9-14 2005R-500020 920-749 2003R-483397 862-94 Ownership TALCTHA A GOLDAMMER Billing Address: TAUTHA A GOLDAMMER330 PINE STCIRCLE PINES MN 55014 Property Status; Next Year Created On: 8/28/2024 11:30:01 AM Updated: 8/28/2024 CIRCLE PINES MN Mailing Address: TAin-HA A GOLDAMMER330 PINE STCIRCLE PINES MN 55014 f Site Address * indicates Private Road 23185 JACK PINE RD Property Assessment 2024 Assessment Detail Code Acres N/A 2-Year Comparison 2023 Land: 0 Improved: 0 Total! 0 Property History Parent Properties 04-010-2-51-06-26-3 02-000-10000 CORNUCOPIA 54827 Updated: N/A land Imp. 2024 Change 0 0.0% 0 0.0% 0 0.0% Tax ID 2222 HISTORY 0 Expand Alt History White=Current Parcels Pink=Retired Parcels B Tax ID: 7732 Pin: 04-010-2-51-06-26-3 02-000-10000 Leg. Pin: 010105809000 39369 This Parcel T Parents ^-Children P*yFIELD Bayfield County Planning & Zoning Department 117 E 5* Street P.O. Box 58 Washburn, WI 54891 Phone: 715-373-6138 Fax: 715-373-4010 Property Owner: GOLDAMMER, TALITHA A 330 PINE ST CIRCLE PINES, MN 55014 Description Conditional Use Permit Total: Payment Amount: Submission Number: CU-00091 Transaction Number: CU-00091-1D15F Amount $500.00 $500.00 $500.00 Reference: 226 Paid by: TALITHA A GOLDAMMER, 330 PINE ST, CIRCLE PINES, MN 55014 Payment Type: Check Receipt of payment does not guarantee eligibility of permit and is not proof of issuance of a permit. B^FIELD PLANNING & ZONING DEPARTMENT 117 E 5th Street PO Box 58 Washburn, Wl 54891 (715)373-6138 Fax: (715)373-0114 zoning@bavfieldcountv.wi.gov www.bayfieldcountv.wi.gov/zoning December 19, 2024 Talitha Goldammer taUthagold(%vahQo.coin RE: Conditional Use Permit Application for Tax ID #39369 and associated with Submission CU-00091 To Whom It May Concern: The following comments need to be addressed for your application to move forward. Conditional Use Permit application: 1) Need to clarify size of lot, page 1 of application states 19.62 acres and 771,093 sq ft, which is 17.7 acres. The site plan and unsigned plat of survey map with the application seems to indicate 17.7. What is the correct area? 2) The list of property owners within 300 feet of the subject property is not necessary. The department will obtain this information from the County records based on tax information. 3) Per Bayfield County Ordinances Section 13-l-28(c), the minimum setback from property line to a campground is 40 feet not 10 feet. That means to the edge of the tent site or other structures associated with campground use. 4) Will anyone aside from campground clients and staff be allowed to utilize the proposed buildings? 5) Need to submit an Environmental Impact Analysis (EIA) per Bayfield County Ordinances Section 13- l-28(a), see attached section. 6) Have you connected with the local Uniform Dwelling Code (UDC) inspector regarding your proposed campground given that the canvas tents might fall under their jurisdiction as camping units. See attached UDC list. 7) The Land Use Permit applications for each structure associated with the site will be reviewed separately. Need to determine if UDC has jurisdiction to determine if one Land Use Permit application can be submitted for all tent platforms associated with campground. IfUDC has jurisdiction we will need a Land Use Permit application for each tent platform. 8) Understood that you hope to retain the natural vegetation. Be aware that if vegetation removal is needed, additional vegetation or landscaping may be required per Bayfield County Ordinances Section 13-1- 28(b)(6), which requires the following for screening purposes: a. "Unless opaquely screened by existing vegetative cover, all parks shall be screened by a temporary planting of fast-growing material capable of reaching a height of fifteen (15) feet or more, such as hybrid poplar, and a permanent evergreen planting such as Norway pine, the individual trees to be such a number and so arranged that within ten (10) years of planting to be such a number and so arranged that within ten (10) years of planting they will have formed an opaque screen. Such permanent planting shall be grown or maintained at a height of no less than fifteen (15) feet." 9) Have you connected with the Bayfield County Public Health Department regarding their campground review and approval process? Sincerely, Bayfield County Planning and Zoning Department ( 0-wy<\ 117 E 5th Street/P y FIELD • OH:. 2 ^2024 po Box 58 Washburn, Wl 54891 (715)373-6138 PLANNING & ZONING DEPARTMENT Fax: (715)373-0114 zoning@bavfieldcountv.wi.Rov www.bayfjeldcountv.wi.Kov/zon ing W;M^i?%f.yr£ySa^fflP.^W^ifc1i^<VKft^^dS'^m% December 19,2024 ^^ ATTACHED for RESPONSES Talitha Goldammer taljthagold@vahoo.com RE: Conditional Use Permit Application for Tax ID #39369 and associated with Submission CU-00091 To Whom It May Concern: The following comments need to be addressed for your application to move forward. Conditional Use Permit application: 1) Need to clarify size of lot, page 1 of application states 19.62 acres and 771,093 sq ft, which is 17.7 acres. The site plan and unsigned plat of survey map with the application seems to indicate 17.7. What is the correct area? 2) The list of property owners within 300 feet of the subject property is not necessary. The department will obtain this information from the County records based on tax information. 3) Per Bayfield County Ordinances Section 13-l-28(c), the minimum setback from property line to a campground is 40 feet not 10 feet. That means to the edge of the tent site or other structures associated with campground use. 4) Will anyone aside from campground clients and staff be allowed to utilize the proposed buildings? 5) Need to submit an Environmental Impact Analysis (EIA) per Bayfield County Ordinances Section 13- l-28(a), see attached section. 6) Have you connected with the local Uniform Dwelling Code (UDC) inspector regarding your proposed campground given that the canvas tents might fall under their jurisdiction as camping units. See attached UDC list. 7) The Land Use Permit applications for each structure associated with the site will be reviewed separately. Need to determine if UDC has jurisdiction to determine if one Land Use Permit application can be submitted for all tent platforms associated with campground. If UDC has jurisdiction we will need a Land Use Permit application for each tent platform. 8) Understood that you hope to retain the natural vegetation. Be aware that if vegetation removal is needed, additional vegetation or landscaping may be required per Bayfield County Ordinances Section 13-1- 28(b)(6), which requires the following for screening purposes: a. "Unless opaquely screened by existing vegetative cover, all parks shall be screened by a temporary planting offast-growmg material capable of reaching a height of fifteen (15) feet or more, such as hybrid poplar, and a permanent evergreen planting such as Norway pine, the individual trees to be such a number and so arranged that within ten (10) years of planting to be such a number and so arranged that within ten (10) years of planting they will have formed an opaque screen. Such permanent planting shall be grown or maintained at a height of no less than fifteen (15) feet." 9) Have you connected with the Bayfield County Public Health Department regarding their campground review and approval process? Sincerely, Bayfield County Planning and Zoning Department nn" •? ^/[)74 December 20, 2024 Talitha Goldammer ^litliagokJiSlyatioo.com; 605-270-9759 RE: Conditional Use Permit Application for Tax ID #39369 and associated with Submission CU-00091 The following comments need to be addressed for your application to move forward. Conditional Use Permit application: 1) Updated site plan to 17.7 acres. See Attached. a. Signed survey. See Attached. 2) Thank you for clarifying. 3) Updated site plan to reflect 40 ft setback. See Attached. 4) No; registered guests and staff only, and also includes owners. 5) Hired Sippel Consulting Services to complete EIA. See Attached. 6) Yes. Phone consult; and sent site plans to Robert Lietha, Town of Bell UDC Inspector, on 12/20/24. He is reviewing the plans to determine UDC jurisdiction. Made follow-up phone call inquiry 12/23/24 to request progress on this matter; left a voicemail. Also had a phone consultation with Lenny Kanter, UDC Consultant State ofWI, on 12/20/24. 7) Pending response from Robert Lietha. Will submit any additional Land Use Permit applications as directed. 8) Yes, understood. Will follow all requirements set forth by Bayfield County Ordinance Section 13- 1-28 (b). 9) Yes. Connected with Michelle Simone at the Public Health Department on 12/20/24. Reviewed and started the process for Campground Plan Approval Application. BA-YFIELD PLANNING AND ZONING DEPARTMENT 117 East Fifth Street PO Box 58 Washbum, Wl 54891 (715) 373-6138 Fax: (715)373-0114 E-mail: zQninciSD.bayfieldcountv.wi.gov Web Site: www.bayfieldcounty.wi.ciov December 30, 2024 Talitha Goldammer 330 Pine St Circle Pines, MN 55014-2017 To Whom It May Concern: We are sending you this letter to advise you of the upcoming Bavfield County Planning and Zoning Committee Public Hearing and Meeting. This notice is also being sent to adjoining landowners; owners of land within 300 feet of the proposed use; the town clerk of the town in which the property is located, and the town clerk of any other town within 300 feet of the proposed use. This written notice is in regard to a Conditional Use Application to construct and operate a camporound consisting of 30 tent sites (29 individual & 1 group), came_byildinci (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office) submitted by Talitha Goldammer. To obtain information regarding this request; please visit our web site: http://www.bavfieldcountv.wi.gov/198/Planninci-Zonina-Committee. Scroll down to Agendas & Minutes. Click on Most Recent Agenda. This matter will be addressed by the Bayfield County Planning and Zoning Committee at their meeting on Thursday, January 16, 2025 at 4:00 pm in the County Board Room of the Bayfield County Courthouse, Washburn Wisconsin. Be advised; the Town of Bell will consider this application prior to the Planning and Zoning Committee meeting (please call the Town Clerk to verify the date and time of their meeting and the date and time of the Han Commission Meeting). If you wish to comment on this matter, you are invited to attend the hearing or write to the Bayfield County Planning and Zoning Department. If any person planning to attend this meeting has a disability requiring special accommodations, please contact the Planning and Zoning Department 24 hours before the scheduled meeting, so appropriate arrangements can be made. Note: Written and digital input pertaining to any agenda items will be accepted until noon the day prior to the Planning and Zoning Committee Meeting (Section 13-1-41(b)(1) and 13-1-41A(b)(2)). Subsequent input must be delivered in person at the meeting. Any aggrieved party may appeal the Planning and Zoning Committee's decision to the Board of Adjustment within 30-days of the final decision. Sincerely, Bayfield County Planning and Zoning Department enc. public hearing notice & agenda ec: MaryBeth Tillmans, Town Clerk, P.O. Box 280, Cornucopia, Wl 54827 Adjacent Property Owners (15, 13 mailed no addresses for remaining) Planning and Zoning Committee Members (Dropbox) Office File ** Please Note: Receiving approval from the Planning and Zoning Committee at the meeting does not authorize the beginning of construction or land use; you must first obtain land use application/Dermit card(s) from the Planning and Zoning Department. k/debsdata/zc/coverletter/conditionaluse/goldammerCUPcampgroundreh (12/30/2024-2:17pm) Sent out: (12/30/2024) PUBLIC HEARSNG BAYFIELD COUNTY PLANNING AND ZONING COMMITTEE JANUARY16, 2025 AT 4:00 P.M. BOARD ROOM, COUNTY COURTHOUSE WASHBURN, WISCONSIN The Bayfield County Planning and Zoning Committee of the County Board of Supervisors will hold a public hearing on Thursday, January 16, 2025 at 4:00 P.M. in the Board Room of the Bayfield County Courthouse in Washburn, Wisconsin relative to the following: Donald & Anne Sullivan request a conditional use permit to construct and operate a private cemetery consisting of 25-30 cremated remains. Property is an A-1 zoning district; 0.56 acres of a 6.05-acre parcel (Tax ID# 29336); described as a parcel in W Vi of NE 1/4 NE % lying South of State Hwy 13 in Doc.# 2017R-569574, Section 26, Township 51 North, Range 4 West, Town of Russell, Bayfield County, Wl. Talitha Goldammer request a conditional use permit to construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). Property is an R- RB zoning district; a 17.7-acre parcel (Tax ID# 39369); described as a parcel in NW % SW 1/4 in Doc 2022R-596267 LESS plat of Sawgrass First Addition, V.8 P. 14 and LESS Lots 1 & 2, CSM 2353 in Doc 2024R-603897, Section 26, Township 51 North, Range 6 West, Town of Bell, Bayfield County, Wl. Included in this request will be the requirement(s) of the Environmental Impact Analysis (EIA). L Lueth Holding Company, Inc., owner and Robert Schierman, agent request a conditional use permit (in the shoreland, w/wetlands present) to place a second residence on the property. Property is an R-1 zoning district; a 2.927-acre parcel (Tax ID# 37575), described as 2 parcels in Gov't Lot 2 & 3 in Doc #2022R-596362, in Section 33, Township 51 North, Range 6 West, Town of Bell, Bayfield County, Wl. Immediately following the public hearing, the Bayfield County Planning and Zoning Committee may approve, modify and approve, or disapprove the proposed items and/or amendments and formulate and adopt its recommendations to the Bayfield County Board of Supervisors with respect thereto (if applicable). Copies of all items, petition(s) and/or proposed amendments are available online at (https://www.bavfieldcountv.wi.aov/198/Planninci-Zoning-Committee). Scroll down to Agendas & Minutes. Click on Most Recent Agenda. All interested parties are invited to attend said hearing to be heard. Any person wishing to attend who, because of a disability, requires special accommodations, should contact the Planning and Zoning office at 373-6138, at least 24 hours before the scheduled meeting time, so appropriate arrangements can be made. Immediately after the public hearing, the Planning and Zoning Committee will hold its regular monthly meeting. If further information is desired, please contact the Bayfield County Planning and Zoning Department, at the Courthouse, Washburn, Wisconsin - Telephone (715) 373-6138 or visit ourwebsite: http://www.bavfieldcountv.wi.aov/zoning. Ruth Hulstrom, AICP / Director Bayfield County Planning and Zoning Department k/debsdata/zc/phnotice/2025/Uan Proofed by:. Prepared by: reh (12/27/2024-10:07am)Zoning Committee Bayfield County Planning and Zoning Committee Public Hearing and Public Meeting Thursday, January 16, 2025 4:00 P. M. Board Room, County Courthouse, Washburn, WI This meeting will be held in the Bayfield County Board Room. The public will be able to participate in the meeting in person or via voice either by using the internet link or phone number below. Microsoft Teams Meeting Join the meeting now Meeting ID: 279 199 232 485 Passcode: KF9Ux9b9 Dial in by phone +1 715-318-2087..544483960# United States, Eau Claire Find a local number Phone conference ID: 544 483 960# Committee Members: Charly Ray-Chair, Fred Strand-Vice Chair, Dennis Pocernich, James Crandall, & Madelaine Rekemeyer 1. Call to Order of Public Hearing: 2. Roll Call: 3. Affidavit of Publication: 4. Public Comment - [3 minutes per citizen] 5. Review of Meeting Format - (Hand-Out Slips to Audience) 6. Public Hearing: (open for public comment) A. Donald & Anne Sullivan (Russell) - [Conditional Use] - Cemetery in an A-l zoning district B. Talitha Goldammer (Bell) - [Conditional Use] - Campground and EIA in an R-RB zoning district C. L Lueth Holding Company Inc / Robert Schierman (Bell) - [Conditional Use] - second residence on a lot in an R-l zoning district 7. Adjournment of Public Hearing: 8. Call to Order of Planning and Zoning Committee Meeting: 9. Roll Call: 10. New Business: (public comments at discretion of Committee) A. Donald & Anne Sullivan (Russell) - [Conditional Use] - Cemetery in an A-l zoning district k/debsdata/zc/agenda/2025/1 Jan Prepared by: reh (12/27/2024-9:47am)Proofed By: Zoning Committee B. Talitha Goldammer (Bell) - [Conditional Use] - Campground and EIA in an R-RB zoning district C. L Lueth Holding Company Inc / Robert Schierman (Bell) - [Conditional Use] - second residence on a lot in an R-l zoning district Agenda Review and Alteration D. Alex & Mackenzie Strauch (Barnes) - [Special Use] - Dwelling in an C zoning district E. Telemark Properties LLC / Matthew Pobloske & Fred Scheer (Cable) - [Final Plat] - Telemark Hills Phase 1 in an R-RB zoning district 11. Other Business D. Minutes of Previous Minutes: (November 21, 2024) E. Committee Members discussion(s) regarding matters of the P & Z Dept. 12-Mlonthly Report / Budget and Revenue 13.Adjournment Ruth Hulstrom, AICP / Director Bayfield County Planning and Zoning Department Note: Any aggrieved party may appeal the Planning and Zoning Committee's decision to the Board of Adjustment within 30-days of the final decision. Any person wishing to attend who, because of a disability, requires special accommodations, should contact the Planning and Zoning office at 373-6138, at least 24 hours before the scheduled meeting time, so appropriate arrangements can be made. Please Note: Receiving approval from the Planning and Zoning Committee does not authorize the beginning of construction or land use; you must first obtain land use application/permit card(s) from the Planning and Zoning Department. k/debsdata/zc/agenda/2025/1 Jan Prepared by: reh (12/27/2024-9:47am) Proofed By: Zoning Committee Planning and Zoning Committee B^-VFIELD StaffReport Meeting Date: January 16, 2025 Agenda Item: Talitha Goldammer (Bell) - [Conditional Use] - Campground and EIA in an R- RB zoning district Report Date: January 11, 2025 Prepared by: Ruth Hulstrom, AICP - Director Request Summary: Talitha Goldammer, owner, are requesting a Conditional Use Permit (CUP) for a Campground on a recently surveyed 17.7-acre parcel that is R-RB, Residential-Recreational Business and identified as Tax ID 39369 int the Town of Bell, hereinafter referred to as the subject property. The subject property is not located in the Shorelands or Floodplains. There are no mapped wetlands on the subject property. The owner would like to construct a 30-tent site campground, including one group site. Each tent site would include a wood deck with canvas walls and roof and an outdoor sitting area. There is an existing driveway that would provide access to a 40-space parking lot on the north end of the subject property. The tent sites are located centrally on the subject property aside from the group site, which is located further north closer to Jack Pine Rd. Individuals would walk into these tent sites from the proposed parking lot as there is no vehicular access to each tent site. Additionally, there would be a shared camp building with restrooms, showers, and a common/recreation area on the south side of the parking lot north of the tent sites. The second floor of this building would have living quarters for the camp host. A maintenance building that will include a workshop, laundry room, sewing loft, & office is located north of the parking lot and west of the group tent site. There is an enclosed trash area, recycling/trash shed and woodshed near the parking lot. The subject property is currently heavily wooded, and the applicant has indicated that they intend to retain as many trees as possible. Bayfield County Ordinance Section 13-l-28(b) and (c) requires the following related to campground development: (b) Creation and IVIanagement. The following requirements shall apply to the creation and management of all parks: (1) The minimum size of a campground or camping resort shall be three (3) acres. (2) The maximum number of sites shall be ten (10) per acre and the maximum number of camping units shall be one (1) per site, except that ten percent (10%) of the total number of sites can be constructed and used as dual sites. (3) Each site shall be plainly marked and surfaced with compacted sand, gravel, blacktop, or concrete, except for tent sites. (4) Each camping unit shall be separated from other camping units by a yard not less than fifteen (15) feet. (5) There shall be one (1) automobile parking space for each site, plus one extra parking space for every three (3) sites. (6) Unless opaquely screened by existing vegetative cover, all parks shall be screened by a temporary planting offast-growing material capable of reaching a height of fifteen (15) feet or more, such as hybrid poplar, and a permanent evergreen planting such as Norway pine, the individual trees to be such a number and so arranged that within ten (10) years of planting to be such a number and so arranged that within ten (10) years of planting they will have formed an opaque screen. Such permanent planting shall be grown or maintained at a height of no less than fifteen (15) feet. (7) All campgrounds and camping resorts shall conform to the requirements of Ch. ATCP 79, Wis. Adm. Code. (c) Campground and Park Setbacks. There shall be a minimum yard setback of forty (40) feet at all lot lines of the park and the park shall conform to the normal setback for permanent structures from highways, roads, and shorelines. This setback shall not apply to internal access roads within a park. An Environmental Impact Analysis (EIA) was included with this request that addresses each of the items required by Bayfield County Ordinance Section 13-1-42. County staff received a phone call from the Town of Bell Sanitary District, which raised concerns about being able to handle the additional wastewater the development would produce. They indicated that their current infrastructure is not adequate to meet the anticipated demand of the proposed project. The Public Health Department will need to be contacted to secure the appropriate licenses. The department has no significant concerns about the proposed project aside from properly addressing the wastewater needs. Per the USDA Web Soil Survey the majority of the site is indicated to be comprised ofsilt loam. The individual who completed the EIA indicated that no soil tests have been completed for the subject property so there is limited understanding as to what type of private on-site wastewater system (POWTS) would be possible for the site. The department researched any approved POWTS in the general vicinity and all were holding tank systems because the soils indicated redoximorphic features at 12 inches or less, which indicates poorly drained soils. If the only option for the proposed campground is a holding tank system, this will require the property owner to find a location to dispose of the wastewater on a consistent basis. Finding a nearby location to do this might be difficult and costly given that the Town of Bell Sanitary District has indicated they would be unable to accept the additional wastewater. The Committee could consider tabling this item and requesting the applicant get soil testing completed for the site so they have a better understanding of what type ofPOWTS might be able to service the project. If the Committee would choose to approve the request the department recommends the following conditions be added: 1. If unable to connect to the public sewer, an approved sanitary permit must be obtained for a POWTS. 2. A license must be obtained from the Public Health Department. 3. Any lighting installed needs to utilize dark sky lighting standards, unless otherwise superseded by State or Federal regulations. 4. Any required building permits be obtained from the appropriate authorities, including the Uniform Dwelling Code (UDC) for each tent unit if applicable. 5. Requirements (e.g., permits/licensing/tax) of Local Town, Village, City, State or Federal agencies need to be obtained. 6. Must meet and maintain setbacks and the required 1 5-foot separation between camping units. 7. If existing opaque vegetative screen is removed, a new vegetative screen that meets Bayfield County Ordinance Section 13-l-28(b)(6). 8. Land use permits shall be required for any new building or structure erected, relocated, rebuilt, or structurally altered if used for human habitation or if 200 sq ft in area or greater. 9. Quiet hours are from 10:00 pm-8:00 am p^y FIELD PLANNING & ZONING DEPARTMENT 117 E 5th Street PO Box 58 Washburn,WI 54891 (715)373-6138 permits@b_ayfieldcoyntY.wi.Roy www.bayfieldcountv.wi.gov/zoning County Usi JAN 1 5 2025 Bayfield Go. Zoning Dept TOWN BOARD RECOMMENDATION (TBA) FORM Note: Receiving Town Board approval does not allow the start of construction or business. You must first obtain your permit(s) from the Zoning Department. The Zoning Department must send the TBA form to the town clerk. Property Owner: GOLDAMMER, TALITHA A Telephone Number: 6052709759 E-Mail Address: talithagold@yahoo. corn Contractor (if applicable):Telephone Number:E-Mail Address: Property Address: 23185 JACK PINE RD, CORNUCOPIA, WI 54827 Legal Description (use Tax Statement or Deed): NW SW IN DOC 2022R-596267 LESS PLAT OF SAWGRASS FIRST ADD V8 P14 AND LESS LOTS 1 AND 2 IN CSM 2353 IN DOC 2024R-603897 Section, Township, Range: S26-T51N-R06W Town of: Bell Tax ID #: 39369 Zonmg District: R-RB Shoreland No Wetland No Floodplain No Lot Size (Acres/Square Feet): 19.62 ACRES/771,093 SQ FT Requesting: D Special Use A D Special Use B 0 Conditional Use D Rezone D Subdivision Plat/Land Division D Other Briefly state what is being requested and why (if needed attach additional sheet): WALK-IN TENT SITE CAMPGROUND WITH A SHARED CAMP BUILDING (RESTROOMS, SHOWERS, COMMON/RECREATION AREA); 30 TENT SITES, WCLUDING ONE GROUP SITE; TENT PLATFORMS ARE WOOD DECKING WITH CANVAS WALLS & ROOF. SECOND FLOOR OF CAMP BUILDING IS A CAMP HOST LIVING QUARTER, SEPARATE MAFNTENANCE BUILDFNG, 40 SPACE PARKWG LOT. TO PROVIDE A SMALL BUSINESS SEASONAL CAMPING OPTION IN AN ESTABLISHED SOUTH SHORE TOURISM/RECREATION AREA. Town Use Only: We, the Town Board, TOWN OF_., do hereby recommend to: Table D Approval D Disapproval What is your reasoning for tabling, approval, or disapproval (if needed attach additional sheet)? >T\e£d(L\QL^(LCLFi6^ (TlL ^QU^\{h^^Jt^6^0^ -T.D^. 6A^i4AY^"'D^K^ Y\^-\- fi.&^ku»<-^^4^ 6jue- 'i ^HULU, o.ot.v^^fi^o^ (Le—-prA^oS^C ^MAjpfyu^u^A. _€> F ^ ^kAtf-'yvje.^oC. +0 C^-&Xo»^r ^QA^ ^U.UrAftAu^-.lensfveand/or LancTOse Plan?:Have you reviewed "ffiis for Compatibility with the Comprehensive'; .8 Yes D No Signatures: Chairman:_ Supervisor: Supervisory Supervisor: ^^t&AuSjSJ^ Cleii :^< 'c^i^i^A "<sF^^N^ Date? ///;////A(S-7T Return completed form to the Zoning Department Town of Bell Plan Commission Meeting January 9, 2025 Town of Bell Community Center Meeting called to order at 4:02 PM. In attendance: Jackie Eid, Ken Roman, Nancy Moye, JohnAnderson, Sean Presnail. Guests: Phil Moye, Mark Ehlers, Susan Keachie, Roger Lindgren, Alan Krane. 1. Review/Approve Prior Meeting Minutes: Moye makes motion to approve December minutes, seconded by Roman. Approved unanimously. 2. Updates/Correspondence: Roman recently traveled to Washburn to inquire about the work needed to update our Comprehensive Plan maps and some other datasets and is awaiting feedback from the appropriate County officials. 3. Senior Housing: Platted Alley Way: A plot of land has been identified to potentially site a senior housing development in Cornucopia. There are some unresolved questions about the location of the existing sewer line in the area and what its implications may have on potential development of this land. No action by the Commission necessary at this time. 4. Leuth Conditional Use Permit: Eid makes motion to approve the Town's recommendation for a conditional use permit, with a provision recorded in the deed that only one residential dwelling at a time be utilized as a short-term rental, seconded by Moye. This motion is identical to the one initially approved by the Commission at its October meeting. Approved 4-1-0. 5. Goldammer Conditional Use Permit: Construct Campground: Anderson makes motion to table Goldammner permit until the Commission receives additional information to answer questions regarding the various infrastructural impacts of the proposed campground and that the Sanitary District receives the appropriate information and time to effectively evaluate the proposed campground. Seconded by Moye. Approved unanimously. The Commission will consider a resolution in support of increasing the Sanitary District's access to information on proposals/permits that affect the District's infrastructure and capacity and its authority/autonomy to manage sanitary issues on behalf of the Town at its February meeting. 6. February Meeting Date: Next meeting scheduled for Thursday, February 6, 2025 at 4:00 PM. Motion to adjourn by Eid, seconded byAnderson, approved unanimously. Meeting concluded at 6:20 PM. Trent Wiesner From: Carrie Taylor <carriertaylor@gmail.com> Sent: Monday, January 13, 2025 9:31 AM To: Zoning Subject: Tax ID# 39369 property, EIA request Attachments: Dear Bayfield County Planning and Zoning Committee.pdf Sayfie(d Co. Znnir You don't often get email from carriertaylor@gmail.com. Learn why this is important Carrie Taylor 1463 Albert Street North Saint Paul, MN 55108 carriertaylor@Rmail.com 541-224-3598 January 12,2025 Dear Bayfield County Planning and Zoning Committee of the County Board of Supervisors, Thank you for the opportunity to provide comments to the proposal that impacts the landscape and environment in the County. I would like to express my concerns about Talitha Goldammer's request for a conditional use permit to construct and operate a campground consisting of 30 tent sites, camping building (restrooms, showers, common/recreation area, and camp host apartment) and maintenance building (workshop, laundry room, sewing loft and office) on the 17.7-acre parcel, Tax ID# 39369.1 walked that property when it was for sale in the spring of 2024.1 observed the following environmentally sensitive features on the property: • Steep terrain with multiple small drainages • Surface run-off and reduced water infiltration in clayey soils after a small rain • Standing water • Wetland plant communities in areas not currently documented as wetlands • Springs and small streams • Intact plant community that is able to hold soil in place and help mitigate excess storm water My concern is that it would be difficult to construct the number of campsites and proposed infrastructure without negatively impacting the soil, water and other environmental factors. The initial construction would have significant impacts, the alteration of the landscape would impact future stormwater holding capacity and the number of people and pets at the campground would have high demands on water resources and sewer infrastructure. I would like to see the Environmental Impact Analysis to determine if adequate stormwater collection, human bathroom and laundry water and human and pet wastes have been considered adequately. Bayfield County and Lake Superior are unique and special because of the natural beauty and water. I would hope that these environmental resources are cherished, respected and stewarded for future generations. It is important to protect these for the entire community and visitors who find wonder and rejuvenation in this special place. I ask the Bayfield County Planning and Zoning Committee to take into consideration the impacts that 30 camping sites, a camping building, a maintenance building and the number of people and cars would have on the area. I would like to receive a copy of the Environmental Impact Analysis via mail or email. 1 • Thank you for your careful considerations. Sincerely, Carrie Taylor |D)1® ':. Wi^Jr\iv Bayfield Co. Zoning Dept Trent Wiesner From: Mark Ehlers <mgecpa@cheqnet.net> Sent: Tuesday, January 14, 2025 11:40 AM To: zonin^ ' _ , l^ IS I II Cc: 'Bell Sanitary'; 'Gary Strand' Subject: FW: Proposed Campground wastewater connection ^|j j;'i\' i •/.ijt') Follow Up Flag: Follow up Oayfield Co. Zoning Depi Flag Status: Flagged You don't often get email from mgecpa@cheqnet.net. Learn why this is important Good morning. My name is Mark Ehlers and I am President of the Bell Sanitary District #1. This email is in regard to Zoning Application No.: 03-0877. I am forwarding this correspondence from our engineer, Gary Strand, of Cooper Engineering in Rice Lake, Wisconsin. We are in the planning stage for a new treatment facility for hauled wastewater. I will be present at the meeting to answer questions. Thank you. MarkEhlers From: Gary Strand <gstrand@cooperengineering.net> Sent: Monday, January 13, 2025 3:22 PM To: Mark Ehlers <mgecpa@cheqnet.net> Cc: Nathan Myszka <nmyszka@cooperengineering.net> Subject: Proposed Campground wastewater connection Mark, Your current wastewater treatment facility is designed for a flow of 20,000 gallons per day of waste. Currently, the facility is averaging 20,000+ gallons per day between the flow from the sanitary district and the hauled in holding tank waste. You have indicated that the campground is proposing to have 49 sites averaging 58 persons per day on an annual basis. However, on a seasonal basis, they are projecting a 16-week season, with as many as 490 people there at one time for as long as 7 days. They are projecting their wastewaterftow to average between 25 and 50 gallons per person per day. On an annual basis this would equal 547,000 to 1,095,000 gallons per year. This is equal toas much as an additional 1 5% increase to your flow. Since the camping season would be early May thru early October, this would alt be discharged during your fall discharge time period and the holding pond would need to accommodate a 30% additional volume. Currently, the holding pond can contain 4,400,000 gallons at the design maximum water level, and you currently utilize the entire volume between discharge intervals. You currently do not have the capacity to accept this much additional flow. You are in facility planning to add capacity for an additional 20,000 gallons per day of holding tank waste at an estimated cost of $3,441,200 and the campground could be incorporated into this plan as well as the projected user charge for this addition. I'm not sure what the campground schedule is but the current proposed update to the facility will likely not be ready for use until 2026. The campground should provide you with their proposed facility, projected flows, proposed method of connection to the sanitary district's collection system, and their proposed schedule. Gary Strand, P.E. Project Engineer 2600 College Drive, P.O. Box 230 Rice Lake, WI 54868-0230 Telephone: 715.234.7008 astrand@cooDerenaineerina.net Trent Wiesner ID) S ^ II ^ iFrom: Barb & Mark Swanson <mbswanso@gmail.com> Sent: Wednesday, January 15, 2025 11:15 AM To: Zoning Subject: GoldammerCorny Camping Hayfield Co. Zoning Depfc You don't often get email from mbswanso@gmail.com. Learn why this is important We have concerns regarding the proposed campground on Spirit Point in Cornucopia, Wl. We have had many changes around our property in the last few years. Five new driveways put in after the Town of Bell extended W Sunset Drive. Pieces of land that were part of Sawgrass development were sold. Not that we want to stop land from being sold, we just feel there's already enough activity around our land including the Town of Bell maintenance building/garbage and recycling center/airport. There are already three camping options within 3-7 miles of Cornucopia. Will there be someone onsite year round managing the campground? Being walk-in camping how will emergency vehicles have access? Will parking be allowed on the street? Will Jack Pine Road need paving to hold up to a lot more traffic? If this project is allowed what would stopj the property owner from expanding it to their ajacent property? How will this affect our property values/taxes? Sincerely, Barb & Mark Swanson 89575 W Sunset Road, Cornucopia, Wl uJA-, '\ - W^) aocve expecia'tions,pA^FiELD PLANNING AND ZONING DEPARTMENT 117 East Fifth Street PO Box 58 Washburn, Wl 54891 (715) 373-6138 Fax: (715)373-0114 E-mail :zoninci(3>ba yfieldcountv. wi. yov Web Site: www.bavfieldcountv.wi.gov January 28, 2025 Tatitha Goldammer 330 Pine St Circle Pines, MN 55014-2017 f- "^w .f •I' ^ ... ^1^ ;,„. RE: Conditional Use Application (Classification List: Campground [Public]) conditional use permit to construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). Included in this request was a requirements) of the Environmental Impact Analysis (E1A). Property is an R-RB zoning district; a 17.7-acre parcel (Tax ID# 39369); described as a parcel in NW VA SW VA in Doc 2022R-596267 LESS plat of Sawgrass First Addition, V.8 P.14 and LESS Lots 1 & 2, CSM 2353 in Doc 2024R-603897, Section 26, Township 51 North, Range 6 West, Town of Bell, Bayfield County, Wl. To Whom It May Concern: As you know, the Bayfield County Planning and Zoning Committee conducted a public hearing / meeting on January 16, 2025, where Todd Funke informed the Committee of your application for the above mentioned. After discussion and review, the Planning and Zoning Committee approved your request with conditions based upon town board recommendation, consistency with the county and town's comprehensive plans, the economic impacts of the proposal. The approval includes the following: • Classification List: Campground [Public] / Ordinance: Section 13-1-28 & 13-1-42 • Granted: construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). with the following conditions: 1) a campground license must be obtained from the county Health Department; 2) any lighting installed must utilize dark sky lighting standards unless otherwise superseded by State or Federal regulations; 3) Uniform Dwelling Code (UDC) permits must be obtained; 4) all permit and license requirements of local Town, State, and Federal agencies must be obtained; 5) the campground must meet and maintain setbacks and require a 15-foot separation between camp sites; 6) if existing opaque vegetation screening is removed new vegetative screening that meets Bayfield County Ordinance 13-1-28(b)(6) must be established; 7) land use permits must be obtained for all structures as required by Bayfield County Ordinances; and 8) the quiet hours for the campground are from 1 0:00p.m.-8:00a.m. daily. Drafted by: Bayfield Co Planning and Zoning Dept (reh-1/26/2025-6:39am) k:zc/letters/2025/1jan/goldammer Proofed by: aoove expectfitionsBA^FIELD PLANNING AND ZONING DEPARTMENT 117 East Fifth Street PO Box 58 Washburn, Wl 54891 (715) 373-6138 Fax: (715)373-0114 E-mail:zoninciO)f}avfieldcounty.wi.Qov Web Site: www.bavfieldcountv.wi.gov Congratulations on obtaining this approval. Be advised, any aggrieved party has the right to appeal this decision to the Board of Adjustment within thirty (30) days. Any person aggrieved by a decision of the Planning and Zoning Director and/or Planning and Zoning Committee may request a public hearing before the Board of Adjustment. The appeal notice shall be filed with the Planning and Zoning Director within thirty (30) days after written notice of the order or decision appealed from was sent by first class mail to the aggrieved party. Enclosed is a copy of the affidavit prepared by this Dept. setting forth the terms and conditions of your permit. Your $30 check and the original affidavit will be taken to the Reg. of Deeds Office for recording. After recordation, your permit card will be mailed to you provided all requirements have been met and/or submitted. Please note receiving approval from the Planning and Zoning Committee at the meeting does not authorize the beginning of construction or land use, if required you must first obtain individual land use application(s) / permit(s) from the Planning and Zoning Department. Terms and conditions of your permit shall be binding upon, and inure to the benefit of, all current and future owners of such property. Also, this permit entitles you to the work specifically described in the application and plans, and as limited by any conditions of this permit. No changes in the project or plans may be made without prior approval of the Bayfield County Zoning Committee. The issuance of this permit does not relieve you of your responsibility to obtain a permit or approval required by your township, State of Wl, or federal authority (i.e., US Army Corps of Engineers). Be advised your Conditional Use permit shall automatically terminate 24 months from its date of issuance if the authorized building activity, land alteration or use has not begun within such time. If your Conditional Use is discontinued for 36 consecutive months, the permit authorizing it shall automatically terminate, and any future use of the building(s) or property to which the permit pertained shall conform to Ordinance. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams Thank you for your cooperation and please let our office know if you have any questions or comments. Sincerely, Ruth Hulstrom, Director Bayfield County Planning and Zoning Department enc: copy of affidavit ec: MaryBeth Tillmans, Town Clerk, P.O. Box 280, Cornucopia, Wl 54827 Office File Drafted by: Bayfield Co Planning and Zoning Dept (reh-1/26/2025-6:39am) k:zc/letters/2025/1jan/goldammer Proofed by: DANIEL J. HEFFNER REGISTER OF- DEEDS BAYFIELD COUNTY. ^A/1 RECORDED0 1 ,30/2025 AT S:00 AM RECORDING FEE: $30.00 PAGES: 3 AFFIDAVIT DOCUMENT NUMBER On January 16, 2025, the owner(s) were granted by the Bayfield County Planning and Zoning Committee a: Conditional Use 13-1-41 Classification List Campground [Public] Ordinance 13-1-28 Campgrounds and Camping Resorts;f^^eMes" "'"r'"°''"""' I B,vfeldRSL°Zonina Requested A conditional use permit to construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). Included in this request was a requirement(s) of the Environmental Impact Analysis (EIA). Property Owner: Talitha Goldammer Property Description: See attached Exhibit A This use of the property is subject to the following terms and conditions: • Classification List: Campground [Public] / Ordinance: Section 13-1-28 & 13-1-42 • Granted: construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). with the following conditions: 1) a campground license must be obtained from the county Health Department; 2) any lighting installed must utilize dark sky lighting standards unless otherwise superseded by State or Federal regulations; 3) Uniform Dwelling Code (UDC) permits must be obtained; 4) all permit and license requirements of local Town, State, and Federal agencies must be obtained; 5) the campground must meet and maintain setbacks and require a 15-foot separation between camp sites; 6) if existing opaque vegetation screening is removed new vegetative screening that meets Bayfield County Ordinance 13-1-28(b)(6) must be established; 7) land use permits must be obtained for all structures as required by Bayfield County Ordinances; and 8) the quiet hours for the campground are from 10:00p.m.-8:00a.m. daily. The purpose of this affidavit is to make the foregoing a matter of public record in the office of the Bayfield County Register of Deeds, perBayfield County Planning & Zoninci Ordinance, Title 13, Chapter 1. Article C, Section 13-1-41: "If a conditional use permit is approved with conditions, an appropriate record shall be made of the land use and structures permitted, and prior to the issuance of the permit the Zoning Department shall record with the Bayfield County Register of Deec/s an affidavit prepared by the Zoning Department setting forth the terms and conditions of the permit and a legal description of the property to which they pertain. The recording fee shall be paid by the applicant. The terms and conditions of the permit shall be binding upon and inure to the benefit of all current and future owners of the property to which it pertains unless otherwise expressly provided by the permit, or unless the permit terminates under subsection (d) of this section." Also, this permit entitles you to the work specifically described in the application and plans, and as limited by any conditions of this permit. No changes in the project or plans may be made without prior approval of the Bayfield County Zoning Committee. The issuance of this permit does not relieve you of your responsibility to obtain a permit or approval required by your township, State of Wl, or federal authority (i.e., US Army Corps of Engineers). Be advised your conditional use permit shall automatically terminate 24 months from its date of issuance if the authorized building activity, land alteration or use has not begun within such time. If your conditional use is discontinued for 36 consecutive months, the permit authorizing it shall automatically terminate, and any future use of the building(s) or property to which the permit pertained shall conform to Ordinance. i0l IE S 6 ^ ^ liii || ,j,.ri . • •? '^ Drafted by: Bayfield Co Planning & Zoning Dept / (reh-1/26/2025) k/affidavit/2025/ljan/goldammer ,. ,,„,„. i, ,^,;.,iL;ayilfckJ Cu. Zoniny bupt. p^^^ ^ Bayfield County Planning & Zoning Dept. Governmental Official Printed Name and Title: Ruth E Hulstrom, Director Signature of Governmental Official:^i^ On this _day of 'Jcj.rkU'N.rU , 2025 This instrument was signed before me in the State of Wisconsin, County of Bayfield on this ?_ by:. _day of_\_Q^AOJCU_, 2025 y~\/^ f^r>. V^'Wi-.u.Tcmjt^:cu \-'Notary Public, My commission expires on: C'f(S\ \ 0¥^ I'^n'^'s Receiving approval from the Planning and Zoning Committee at the meeting does not authorize the beginning of construction or land use; you must first obtain land use apDlication/permit card(s) from the Zoning Department. BI®^I| Vi'x't . ,II ^ ri ^ ° Dayfield Co. Zoning W Drafted by: Bayfield Co Planning & Zoning Dept/ (reh-1/26/2025) k/affidavit/2025/ljan/goldammer Proofed by: Exhibit A That part of the Northwest Quarter of the Southwest Quarter (NWI/4-SW1/4), Section Twenty-six (26), Township Fifty-one (51) North, Range Six (6) West lying North of the Mats of Herra Shores and Sawgrass First Addition, Town of Bell, Bayfield County, Wisconsin. JAN 31 2025 Bayfield Co. Zoning Dept Town, City, Village, State or Federal Permits May Also Be Required LAND USE – SANITARY – SIGN – SPECIAL – CONDITIONAL – X (ZC Mtg: January 16, 2025) (Tn of Bell – January 14, 2025) BOA – No. 25-0276 Tax ID: 39369 Issued To: TALITHA A GOLDAMMER Location: S26 - T51N - R06W Town of Bell Legal Description: NW SW IN DOC 2022R-596267 LESS PLAT OF SAWGRASS FIRST ADD V8 P14 AND LESS LOTS 1 AND 2 IN CSM 2353 IN DOC 2024R-603897 For: Campground [Public] (*EIA required) - construct and operate a campground consisting of 30 tent sites (29 individual & 1 group), camp building (restrooms, showers, common/recreation area, & camp host apartment), and maintenance building (workshop, laundry room, sewing loft, & office). Condition(s): 1) a campground license must be obtained from the county Health Department; 2) any lighting installed must utilize dark sky lighting standards unless otherwise superseded by State or Federal regulations; 3) Uniform Dwelling Code (UDC) permits must be obtained; 4) all permit and license requirements of local Town, State, and Federal agencies must be obtained; 5) the campground must meet and maintain setbacks and require a 15-foot separation between camp sites; 6) if existing opaque vegetation screening is removed new vegetative screening that meets Bayfield County Ordinance 13-1-28(b)(6) must be established; 7) land use permits must be obtained for all structures as required by Bayfield County Ordinances; and 8) the quiet hours for the campground are from 10:00p.m.-8:00a.m. daily. (Disclaimer): You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. Any future expansions or development would require additional permitting. NOTE: This permit expires two years from date of issuance if the authorized construction Ruth Hulstrom work or land use has not begun. Authorized Issuing Official Changes in plans or specifications shall not be made without obtaining approval. This permit may be void or revoked if any of the application information is found to have been misrepresented, erroneous, or incomplete. May 19, 2025 This permit may be void or revoked if any performance conditions are not Date completed or if any prohibitory conditions are violated. BAYFIELD COUNTY PERMIT WEATHERIZE AND POST THIS PERMIT ON THE PREMISES DURING CONSTRUCTION