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01-14-02 CC
JUL.28.2004 12:15PM FINAL REPORT CITY OF OTSEGO COMPREHENSIVE SANITARY SEWER STUDY FOR THE OTSEGO WEST SEWER STUDY AREA CITY OF 0' S GO ON THE GREAT RIVER ROAD N0.780 P.2i19 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: I Type or Printed Name: Ronald J. Wagner, P.E. Date: January 8, 2002 Lic. No.: 26052 Halcanson Anderson Asscc.,Inc. JUL.28.2004 12:15PM Presented to: THE CITY OF OT SE GO January 2002 City Officials Larry Fournier, Mayor Suzanne Ackerman, Council Member Jerry Struthers, Council Member Vern Heidner, Council Member Virginia Wendel, Council Member go N0.780 P.3i19 Hakanson Anderson Associates, Inc. Engineers Ronald J. Wagner, P.E. John A.1-larwood, P.E. William L, Morris, Jr., P.E. Shane Nelson, E.Y.T. Graphics Christine Papp JUL.28.2004 12:15PM N0.780 P.4i19 TABLE OF CONTENTS I. Purpose Of Report II. Service Area Analysis III. Trunk Facilities IV. Cost Of Facilities V. Recommended Plan, Sanitary Sewer Collection VI. Recommended Construction Staging, First Phase Area VTI. Funding Of Sewer And Water Improvements LIST OF EXHIBITS Exhibit No, 1, Study Area Map Exhibit No. 2, Area Topography Map Exhibit No. 3, Land Use Map Exhibit No. 4, Sub -District Map Exhibit No. 5, Base Sanitary Sewer Trok System Exhibit No. 6, Revised Sub -District Map Exhibit No. 7, Recommended Sanitary Sewer Trunk System Improvements Exhibit No. 7 A, Sub -District E1, Recommended Sanitary Sewer Trunk System Exhibit No. 7 B, Sub -District W1, Recommended Sanitary Sewer Truk. System Exhibit No. 7 C, Sub -District E3, Recommended Sanitary Sewer Trunk System Exhibit No. 7 D, Sub -District E4, Recommended Sanitary Sewer Trunk System Exhibit No, 7 E, Sub -District W1, Recommended Sanitary Sewer Trunk System Exhibit No. 7 F, Sub -District W3, Recommended Sanitary Sewer Trunk System Exhibit No. 7 G, Sub -District W4, Recommended Sanitary Sewer Trunk System Exhibit No. 7 H, Sub -District W6, Recommended Sanitary Sewer Trunk System Exhibit No. 7 I, Sub -District W8, Recommended Sanitary Sewer Trunk System Exhibit No. 8, Recommended Phase 1 Trunk System Map LIST OF TABLES Table 1,"Gravity Trunk Sewer Line Sizing, Recommended System" Table 2, "Pump Station And Force Main Sizing, Recommended System" Table 3, "Sm-amary Of Recommended System Cost" Table 4, "Initial Service Area Flows" Table 5, "Recommended Phase 1 Trunk Sewer System Cost" Page 1 Page 4 Page 6 Page 26 Page 28 Page 31 Page 35 Page 3 Page 6 Page 7 Page 9 Page 10 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 33 Page 24 Page 25 Page 27 Page 30 Page 34 JUL.2e.2004 12:15PM N0.780 P.5i19 I. PURPOSE OF FINAL REPORT A. SERVICE AREA DESCRIPTION The purpose of this report is to identify the infrastructure improvements necessary to provide a trunk sanitary sewer collection system that will serve an area located in the southwestern corner of the City. The City has identified a potential "study Area" that encompasses approximately 3,000 acres of land that lies generally west of McAlister Avenue and south of 80th street. This Study Area is bounded on the west by the Monticello Township line and on the south by the City of St. Michael and the City of Albertville city limits. The City believes that this area has high potential for development, primarily because of this area being bisected by I-94, which provides high visibility and convenient access for vehicular access, including trucking, Within this 3,000 acre Study Area, the portion considered most likely to experience development within the next 10 to 20 years was targeted for detailed analysis and preliminary design of trunk sanitary sewer improvements. This targeted detailed analysis area was called the "Service Area". The Service Area, including approximately 1,800 acres, is bounded on the east by the north -south half - section line of Sections 30 and 31 and on the north by the east -west half section line of Sections 27, 26,25 and 30. This overall Service Area and Study Area are shown on, Exlubit No, 1, "STUDY AREA MAP". B, PHASED DEVELOPMENT OF SEWER STUDY AND REPORT This report has been completed in two phases. The first phase of the report was dated November 21, 2001 and was submitted to the City as a review copy. This first phase review copy contained significant data on alternative collection and conveyance systems with cost. The review report made comparisons between the number of required sanitary sewer lift station versus deeper gravity trunk sewer lines. The first phase review report was presented to the City Council at a November 26, 2001 Council meeting and at a December 6, 2001 Council workshop. Based on City Council review of the first phase report, a recommended Sanitary sewage collection and conveyance plan was selected. The alternative evaluations that led to system selection are not contained in this final report. At that study review workshop, the City Council directed that changes be made in the physical boundaries of the Sanitary Sewer Service Area and directed that potential connection from property north of the Service Area, along County Road 19 be considered. This Final Sewer Study and Report is based on the recommended system and incorporates the service area revision from the City Council workshop. C. IDENTIFICATION OF THE PHASE I SERVICE AREA The City anticipates that the provision of water and Sewer service within the Otsego West Sewer Study Area will follow a staged pattern of growth. Based on the City Council review of the Service Area and on the potential for development and growth, a first phase waste water treatment capacity of 600,000 gallons per day has been selected. A review of the land elevations and topography in the JUL-28.2004 12:16PM N0.780 P.6i19 Service Area led to identification of several potential sites for a Waste Water Treatment Plant to be located towards the northeast portion of the Service Area on land with lowest ground elevations for this final report. One Site has been preliminarily selected as the location for the WWTP. With the WWTP capacity and location preliminarily selected, a first phase sewer Service Area has been delineated. This area selection is based on logical and cost effective expansion of trunk sewer facilities starting at the WWTP and extending outward into sanitary sewer sub -districts. The first phase area selection is intended to provide sufficient land area to meet initial development demands, to contain sufficient area to match the 600,000 gpd WWTP capacity mid to allow trunk sewer construction in stages to minimize potentially expensive leap frog development. D. SYSTEM COST AND FINDING The estimated costs of the sanitary sewer collection system to serve the first phase development area will be used, along with costs for a sewage treatment plant and the estimated costs for a potable water supply, storage and distribution system to recommend a total municipal utility system and, based on the estimated costs, to recommend a system connection charge that will fund construction. It is intended to fund all sewer and water utility construction by connection charges to the system users. JUL.28.2004 12:16PM N0.780 P.7i19 IT. SERVICE AREA ANALYSIS A, USE OF TOPOGRAPHIC SURVEY MAPPING The City ordered new aerial photography topographic maps prepared for this West Otsego study area, These maps were completed in October of 2001 providing surface features and ground topography with 2' contour intervals. This level of mapping was necessary to develop the detailed location of the trunk facilities with ground and invert elevation information suitable for performing the necessary profile analysis and allow reasonably accurate estimation of the cost of the trunk facilities. The location of the natural drainage ridgelines that define the boundaries of the potential sewer service sub - districts was made possible by this new topographic mapping. Also, the location of low lands and wetlands that are not suitable for development could be determined with more accuracy. The general overall slope of the area falls from the high ground south of Interstate 94 hear the western boundary line of the City is Otsego to the large low wetland areas in Section 30 in the northeastern corner of the study area. This overall topography is shown on EXHIBIT NO. 2, "AREA TOPOGRAPHY MAP". This map shows that, except for the small steep ridge of land in the southwestern corner of the study area, the available topographic relief is generally in the 940 to 970 elevation range, which, over a 3.5 mile wide sewer study area, represents relatively flat terrain, The mapping also shows that there is a significant amount of low wetlands within this study area that are not readily developed. B. LAND USE DESIGNATIONS The proposed land use that the City has designated in its Comprehensive Plan for this southwestern area is shown on EXHIBIT NO. 3, "LAND USE MAP", The proposed land use of the ultimate service area breaks down as follows. Total 2167 Acres 872 Acres 3039 Acres C. SANITARY SEWER FLOW PROJECTIONS The estimated sanitary sewer flow projection for each segment of trunk facility was determined by allocation of specific load factors per acre of area based on designated land use, This unit of load was called a "Residential Equivalent Connection"(REC). The previous sewer study performed by the City for the Eastern Sanitary District determined that a typical single-family household in Otsego would generate approximately 250 gallons per day of sanitary sewer flow. Therefore, one REC equals 250 gallons per day. Service Area StudV Area Total Area Low Density Residential 1300 357 1657 High Density Residential 47 0 47 Commercial 103 0 103 Industrial 717 515 1232 Total 2167 Acres 872 Acres 3039 Acres C. SANITARY SEWER FLOW PROJECTIONS The estimated sanitary sewer flow projection for each segment of trunk facility was determined by allocation of specific load factors per acre of area based on designated land use, This unit of load was called a "Residential Equivalent Connection"(REC). The previous sewer study performed by the City for the Eastern Sanitary District determined that a typical single-family household in Otsego would generate approximately 250 gallons per day of sanitary sewer flow. Therefore, one REC equals 250 gallons per day. JUL.28.2004 12:17PM N0.780 P.8i19 That study also determined that the typical low-density residential development, with public water and sewer available, would have a density of 2.5 single-family units per developable acre, Therefore, all land designated Low Density Residential will be allocated 2.5 RFC's per acre. The City's Comprehensive Plan defines High -Density Residential development as land developed with up tot I residential units per acre. Therefore, all land designated as High Density Residential will be allocated 11 RFC's per acre. Doth Commercial and Industrial uses, excluding any large water process manufacturing, generate an average waste water flow of 1,000 GPD per acre of developed land. Therefore, all land designated as Commercial or Industrial will be allocated 4.0 RFC's per acre. TABLE NO. 1 of the report provides data on the recommended collection system to serve the entire 3039 -acre potential service area. Using the projected land use floor the City of Otsego Comprehensive Plan and the wastewater flow associated with each use, the projected maximtun sanitary sewer flow for the entire West Otsego Sewer Study Area is 2.5 million gallons per day. JUL.28.2004 12:17PM N0.780 P.9i19 III. TRUNK FACILITIES A, WASTEWATER TREATMENT PLANT (WWTP) The City is conducting a separate study to locate, size mud obtain permits for a wastewater treatment plant to be located within this West Otsego study area. The initial and ultimate size of any West Otsego Waste Water Treatment Plant has not been finally determined yet, pending preliminary plant design and the permitting discussions with the Minnesota Pollution Control Agency. For this report, the City Council has directed use of an initial treatment plant size of 600,000 gallons per day and that the WWTP will be designed to be upgraded in increments, up to the capacity required for ultimate service to the entire potential sewer service area. The collection system will be evaluated to determine the location and boundaries of a first phase service area that would match the 600,000 gpd initial WWTP capacity. This study and report will also provide design and cost data required to evaluate expansion of service to the entire service area, in incremental phases to match development, B. GRAVITY TRUNK SEWERS 1. DETERMINE NATURAL DRAINAGE RIDGELINES Typically, the most cost effective sewer collection system is designed to follow the downhill gradients provided by the natural drainage topography. To make best use of natural gradient, the major trunk sewers should generally follow the defined creeks and strearrrs within the natural drainage basin and then branch out into smaller sub -trunk lines to provide service to properties. In the study area, most utility and roadway infrastructure has been located following the rectangular grid System established by section and quarter section lines along with the property lines that typically are parallel to such grid lines. Especially, in rural agricultural areas, such as this study area, the general expectation of the property owner is that most subdivision of property or the crossing of property by utilities and roadways will follow these grid lines. Therefore, the preliminary location of the proposed tmnit facilities in this study will generally follow a grid system that most closely follows the natural drainage channels. The depth of the trunk sewers for a grid system need to be a little deeper than a system that follows topography to allow adjacent property on the side that slopes away from the trunk line to still access the sewer by going against the natural gradient for a short distance, typically limited to 300 to 400 feet. 2, ESTABLISH SUB -DISTRICTS a. Original "Review Copy " Sub -Districts Using the natural ridgeline basin approach, augmented by the limitations of the grid property system, nine individual sanitary sewer sub -districts were originally identified. These nine Sub -districts, as originally defined in the "Review Copy" of the study, are shown on EXHIBIT NOA, "SUB- DISTRICT MAP". JUL.28.2004 12:18PM I N0.7eo P.10i19 The original overall base trunk system to serve these nine sanitary sewer sub -districts is shown on EXHIBIT NO.5,"BASE SANITARY SEWER TRUNK SYSTEM". As shown on these two exhibits, for the original base trunk system, seven of the nine sub -districts need a pump station and force main to discharge into an adjacent sub -district prior to flowing to the proposed WWTP location. Two districts W-1 and E,1 discharge into the same central p-L=p station, adjacent to the proposed WWTP. These two Districts, however, have separate trunk sewer lines and would not be dependent upon each other for development. b. Revised Sub -Districts At the City's review workshop session, it was decided to expand two of the residential sub -districts, Sub -District E1 and Sub -District E3, to the north to include the undeveloped property on the north side of Otsego Creek. This sub -district expansion would include desirable development property along Otsego Creek into the initial Service Area. This sub -district expansion allows location of the proposed Pump Station No. E3 at the natural low point adjacent to Otsego Creek rather than at the original sub -district boundary line which allows the gravity trunk sewers within District E-3 to be relocated to more cost-effective locations. This sub- district expansion to the north also allows Pump Station E1 to be located at a lower point adjacent to Otsego Creek which make it more cost effective to serve the developable lands on the north side of the creek. The revised sub -district boundaries are shown on EXHIBIT NO. 6, "REVISED SUB -DISTRICTS MAP", with the revised and recommend trunk sanitary system shown on EXHIBIT NO, 7. C. DESIGN OF INDIVIDUAL LINE SEGMENTS 1. BASIC DESIGN APPROACH The design approach used to develop the initial Base System of trunk facilities that would provide service to each of the individual sub -district areas was predicated on attempting to keep the gravity line Segment depths as shallow as practical. Each of the nine sewer sub -districts was evaluated separately with a gravity flow sewer system identified that would serve the property and flow to a single sewer lift station. The Base Trunk. System was developed by linking all sub -district lift stations to a downstream sub -district and to the WWTP by force mains, The use of pump stations and force mains to transport the generated flows across the natural ridge lines that separated the sub -districts was initially considered in lieu of constructing deeper and longer gravity lines under these ridge lines. The elimination of some of these pump stations and force mains was evaluated in the alternative analysis section of the "Review Copy" report. 2. SEWER PROFILES A very extensive part of the report design effort was used to develop line segment locations and profiles for each individual line segment to insure that each existing property or parcel within the Service area could have access to the trunk sewer lines by extension of smaller lateral sewer lines, The details of the line profiles are included in the GRAVITY SEWER DATA SHEETS included in the APPENDIX. The stationing of each manhole, ground elevation, invert elevation, pipe size and JUL.28.2004 12:18PM N0.780 P.11i19 gradient is recorded in these tables, This line data is repeated on the RECOMMENDED TRUNK SYSTEM MAPS for each sub -district, included as EXHIBIT No.'s 7A through 71. This profile data was used in the analysis of the projected wastewater flows that would contribute to each line segment and was used to size each line segment to provide sufficient capacity for the projected flows. For the Recommended Trunk System, the individual line segments within each sub- district and the contributing areas, with their respective land use and Residential Equivalent Connections are shown in TABLE 1,GRAVITY TRUNK SEWER LINE SIZING, RECOMMENDED SYSTEM. This table lists the line's diameter, length, pipe gradient, average and peals flow rates and pipe capacity. This table also shows the aeeumulatioan of the flow within the line segments as the associated pump stations transport the flows to the next line segment in the designed route to the WWTP. D, PUMP STATIONS ,AND FORCE MAINS 1. ALTERNATIVE ANALYSIS For the alternative analysis per£oxmed in the "Review Copy " report, there were initially eight pump stations and force mains required to bring all of the service area flows into the proposed WWTP location. Four of these pump stations were eliminated during the alternative analysis stage of the study by the extension of gravity trunk sewers. The overall revised trunk system is shown on EXHIBIT NO. 7, "RECOMMENDED TRUNK SEWER SYSTEM MAP". The Sizing of the remaining pump stations and force mains, using the projected flow data, is shown on TABLE 2, PUMP STATION AND FORCE MAIN SIZING, RECOMMENDED SYSTEM. The peak pump rates and force main diameters shown in this table are for the ultimate service area projected flows. Since Sanitary sewage pumps have a design life of approximately 20 years. It is recommended that the initial pumping equipment for sewer lift stations be sized only for projected first phase sewer flows, However, since the sanitary sewer lift Station structures have a significantly longer life expectancy, the station structure should be designed for ultimate capacity needs. This design will minimize the initial costs and allow placement of additional or larger pumps to meet ultimate potential service requirements. Force mains typically have a 50 year or longer expected life and they will be sized to accommodate the full future service area flow projections. JUL.28.2004 12.19PM N0.780 P.12i19 IV. COST OF FACILITIES A. INDIVIDUAL LINE SEGMENTS Detailed preliminary cost estimates were prepared for each gravity line segment, pump station and force main. Unit prices were developed from previous projects within this portion of the State. These preliminary cost estimates are included in PRELIMINARY COST ESTIMATE SHEETS included in the APPENDIX. The total project cost shown includes the construction cost plus 30% for a 10% construction contingency and 20% indirect costs. B. SUMMARY OF RECOMMENDED SYSTEM TABLE 3," SUMMARY OF RECOMMENDED SYSTEM COST", shows the cost of each of the trunk system facility within each subdistrict, JUL.28.2004 12:19PM N0.780 P.13i19 V. RECOMMENDED PLAN, SANITARY SEWER COLLECTION SYSTEM A. FIRST PHASE AREA A First Phase Sanitary Sewer Service Area is recommended to correspond with the 600,000 gallon per day initial Waste Water Treatment Plant. The selection of sub -districts for inclusion in the first phase Service Area is made based on logical extension of facilities starting at WWTP, on judgments of developmental demand and on City Council input related to phased development. The most natural and logical and the recommended boundaries for the Phase I Sewer Service Area include sub -districts E-1, E-3, W-1 and W-2. Sub -districts E-1 and E-3 are located east of County Road 19 and north of 67th Street. The land use within these sub -districts is guided by the City Comprehensive Plan for low-density residential development. Sub -districts W-1 and W-2 are located at and Westerly of County Road 19, from 70t" Street to 75t" Street. Land use is guided by the City Comprehensive Plan for mixed high-density residential, commercial and industrial development. That first phase area is shown on Exhibit 8 along with the recommended Trunk Sewer System as shown on TABLE NO. 4. The four sub -districts within that first phase area contain 1204 acres and have a potential, with full development, or 3926 REC's, which would generate an average of 981,500 gallons per day of wastewater. The 600,000 gallons per day capacity of the initial Waste Water Treatment Plant can provide service to approximately 61% of the recommended Phase One Service Area properties. Sewer sub -districts W-1 and W-3 contain 362 acres within the recommended first phase service area. The projected full development of these Sub -districts for high-density residential, for commercial and for industrial use would generate an average of 402,225 gallons per day sewage flow. When sanitary sewer service is made available, it would be anticipated that some early development would occur near County Road 19 along with some initial industrial development between County Road 19 and K.adler Avenue. It would be expected that fit11 or substantial development of the entire industrial areas contained in sub -districts W-1 and W-2 would not occur for a few years. The recommendation of this report is that 30% of the initial 600,000 gallon WWTP capacity be allocated to serve sewer sub - districts W-1 and W-2. This allocation of 180,000 gallons can provide service to 45% of the W-1 and W-2 area. The allocation of a specified percentage of available capacity to high-density residential and to commercial or industrial use is similar to the policy that the City has in place in the East Otsego Sewer District. Based or; an allocation of 180,000 gallons of treatment capacity to sewer sub districts W-1 and W-2, the remaining 420,000 of initial WWTP capacity can provide service to 72% of the sub -districts E-1 and E-3 areas. That percentage of full build out seems to be a reasonable number for current sewer system area planning. B. PROVISIONS OF SERVICE BEYOND THE FIRST PHASE AREA The recommended first phase sei vice area is a relatively compact geographical area surrounding the proposed Waste Water Treatment Plant site. Development in areas E-1, W-1 and W-2 should occur in stages from the treatment plant outward. Leapfrog development, with the upstream areas of any sub- district developing before the downstream areas develop, should be avoided due to the higher costs of JUL.28.2004 12:19PM N0.780 P.14i19 service extensions. Subdistrict E-3 is served by a major lift station in the northeast portion of the sub, district, The most logical development pattern for this sub -district is outward from that lift station. It could be anticipated that a request for sewer service could come from properties within sewer sub- district E-4, which is located in the southeast portion of the Service Area. The extension of sewer service to this area before substantial completion of sewer facilities in sub -district E-3 would require additional expenditures to provide proper Sewage outlet. Premature Extension of sewer service to sub- district $-4 should be avoided due to this extra "Leapfrog" cost. It might be anticipated that a request for sewer service could be made from sub -districts W-4, W-6 and W -S, which districts are located south of Interstate 94. The sewer planning shows that the sewer service to these sub -districts can be by gravity lines, but only if the lines are progressively constructed from the WWTP outward to include trunk sewer lines in District W-3, Providing premature service to the south area sub -districts would incur additional costs. The City has received initial inquiries for potential sewer service from areas outside of the Otsego West Sewer Study Area, including properties along County Road 19 as far north as County Road 39. Those requests must be examined and evaluated on an individual basis. Providing such service will reduce the amount of treatment plant capacity available for first phase development areas which would accelerate the time when WWTP expansion would be required. Provision of such service will also require special connection facilities, most likely by additional lit stations and special force mains. Any special facility costs would be paid by the properties served. In general, such service to special areas is usually not cast effective. It would require very special circumstances for such extended service to be provided. JUL.28.2004 12:20PM N0.780 P.15/19 VI. RECOMMENDED CONSTRUCTION STAGING, FIRST PHASE AREA WASTEWATER COLLECTION AND TREATMENT POTABLE WATER SUPPLY, STORAGE AND DISTRIBUTION The initial Phase I Sanitary Sewer Service is proposed to provide service to Sanitary Sewer Districts E1, E3, W1 and W2. Tliis service is to areas with the following potential design connections, The initial West Otsego Waste Water Treatment Plant is sized at 600,000 gallons per day, which can produce services to 2400 residential equivalent connections. The recommendation of this report is to allocate 30% of the initial WWTP capacity, or 180,000 gallons per day to sub -districts W-1 and W-2 and to allocate 70% of the initial treatment plant capacity, or 420,000 gallons per day to sewer sub - districts E- 1 and E-3, The Trunk Sanitary Sewer facilities to provide service to sub -districts E-1, E-3, W-1 and W-2 are shown on Exhibits 5A, 5C, 5B, and SE. The estimated cost of the facilities are detailed in the Appendix. The required facilities and estimated costs for the Waste Water Treatment Plant and for potable water source, storage and distribution facilities are from separate sources and reports. The scheduling of phased utility system construction is based on the growth projections- The scheduling of improvements is as follows with Part A, B and C being considered the Phase I Improvements to be constructed over a five year time period. Pati A, Initial System, years one and two. Initial development of residential properties in the vicinity of the Waste Water Treatment Plant. 600,000 Waste Water Treatment Facility $ 6,000,000 High Density Low Density , Two Potable Water Wells, 400 gpm each $ Industrial Commercial Residential Residential Total $ 2,288,000 (a� 4 REC/ac (a, 4 REC/ac A, 11 REC/ac _(a, 2.5 REC/ac Area Total REC El 0 ac 5 ac 24 ac 206 ac 235 ac 797 REC E3 0 ac 0 ac 0 ac 608 ac 608 ac 1520 REC Wl 148 ac 17 ac 23 ac 0 ac 188 ac 913 REC W2 174 ac 0 ac 0 ac 0 ac 174 ac 696 REC Total Acres 322 ac 22 ac 47 ac 814 ac 1204 ac 3926 REC Total R.ECs 1288 RE, C 88 REC 517 REC 2035 REC 3926 RE, C The initial West Otsego Waste Water Treatment Plant is sized at 600,000 gallons per day, which can produce services to 2400 residential equivalent connections. The recommendation of this report is to allocate 30% of the initial WWTP capacity, or 180,000 gallons per day to sub -districts W-1 and W-2 and to allocate 70% of the initial treatment plant capacity, or 420,000 gallons per day to sewer sub - districts E- 1 and E-3, The Trunk Sanitary Sewer facilities to provide service to sub -districts E-1, E-3, W-1 and W-2 are shown on Exhibits 5A, 5C, 5B, and SE. The estimated cost of the facilities are detailed in the Appendix. The required facilities and estimated costs for the Waste Water Treatment Plant and for potable water source, storage and distribution facilities are from separate sources and reports. The scheduling of phased utility system construction is based on the growth projections- The scheduling of improvements is as follows with Part A, B and C being considered the Phase I Improvements to be constructed over a five year time period. Pati A, Initial System, years one and two. Initial development of residential properties in the vicinity of the Waste Water Treatment Plant. 600,000 Waste Water Treatment Facility $ 6,000,000 Trunk Sewer Service, Sewer Sub -District E-3 $ 2,740,000 Two Potable Water Wells, 400 gpm each $ 650,000 One Elevated Tower, 1.0 mg Volume $ 1,300,000 Trunk Water Distribution, District E3 $ 2,288,000 Total Part A Initial System $12,978,000 This Part A Initial System provides service to 608 acres of property guided for single-family residential use. There are a potential of 1520 REC's within this Service Area at full 100% development. JUL.28.2004 12:20PM N0.780 P.16i19 Part B, Initial System, years 3 and 4 extension of sanitary sewer service to sewer Sub -districts $-1 and W-1, Trunk Sewer Service, Sewer Sub -District E-1 $1,265,000 Trunk Sewer Service, Sewer Sub -District W-1 $ 865,000 Trunlc Water Distribution, District &1 $ 521,000 Trunk Water Distribution, District W-1 S 785,000 Total Part B, Initial System $3,436,000 The Part B, Initial System construction provides sewer and water service to 47 acres of multi -family guided property, 22 acres of commercial guided property, 148 acres of industrial guided property and 206 acres of single-family guided property, The total of 423 acres potentially can contain 1712 RE C's at frill 100% development. The combination of Parts A and B extension provides service to 1031 acres having potential for 3232 REC's at full 100% design development density, Full development is rare. Part C, Initial System, year 5 extension of sanitary sewer service to sewer sub -district W-2, Trunk Sewer Service, Sewer Sub -District W-2 $ 777,000 Trunk Water Service, District W-2 S 206,000 Total Part C, Initial System, $ 983,000 The Part C, Initial System provides sewer and water service to commercial industrial guided property. That facility extension completes the initial service phase. Upon completion of the sewer to sub- district W-2, sewer would be available for fixture extension to areas west of Kadler Avenue and south of Interstate 94. This future extension is not programmed in this report, but could be anticipated within a 20 -year planning period, Expansion of the WWTP would be required to provide treatment capacity JUL.28.2004 12:21PM N0.780 P.17i19 VII, FUNDING OF SEWER AND WATER IMPROVEMENTS All sewer and water facilities in the West Otsego Sanitary Sewer District are proposed to be funded by connection charges, in a fashion essentially identical to the successful program conducted in Easter Otsego, A recommendation for a connection charge requires an estimate of all costs, a projection of growth, and staging of improvements to meet the projected growth, The estimated costs for the Sanitary Sewer Collection System are provided in this report, The costs of wastewater treatment have been provided based on a Treatment Facility Study separately commissioned by the city. The estimated costs for the companion water system are provided in a separate Potable Water Supply Report. Northwest Associated Consultants, the City Planner, provided data on projected growth. The population projections are shown in the following table, In addition to population, the projected growth in commercial and industrial usage was taken from the 1.997 projections made by NAC for the City of Otsego Eastern District Sanitary Sewer District. The projections for growth of population are generally fairly good, based on significant experience with land availability and residential demand, The projections for commercial and industrial growth are more tenuous due to the uncertain nature of commercial and industrial property needs at any specific location. The projects for growth are: able City of Otsego Projected Population Growth 20012025 1980 F 1990 1 2000 12001 est. .ouseholds 1,397 1,588 2,120 2,8,255 3,704 4,154 4,6us �,u� 35 3 ,.H. Size 3.41 3.27 3.01 3.00 2.95 1 2.90 2.80 2.80 2.8 opulation 4,769 5,219 6,389 8,505 9,602 10,742 11,631 12,888 14,14 ounce: U.S. Census, 1980, 1990, 2000 City of Otsego Building Permit Data Northwest Associated Consultants, Inc. fates: • Population increase 2000-2001 is based upon actual building permits issued. • Population increases for 2001-2005 are based upon infill of existing platted lots within east Sanitary Sewer Service District. • Projections after 2005 assume sanitary sewer capacity increases in East Wastewater Treatment Plant and establishment of second Sanitary Sewer Service District in west area of community. • Estimated saturation population based upon existing population and land Within designated/planned Sanitary Sewer Service Districts. Additional lands are designated for urban growth expansion beyond initial Sanitary Sewer Service Districts. Assuming available sanitary sewer capacity, saturation of sewer service districts may occur as early as 2015 based upon current, short-term growth rates. JUL.28.2004 12:21PM N0.780 P.18i19 Population Table 2 Projected West Sanitary Sewer District Population Growth Years 0-5 Years 6-10 Years 11-15 Years 16-20 Total 20 -Year Period Low Households 73/yr 73/yr 73/yr 73/yr 1460 H,H. Size 2.95 2.90 2.80 2.80 2.86 Population 216/yr 212/yr 204/yr 204/yr 4180 Higli Households 97/yr 97/yr 97/yr 97/yr 1940 H.H. Size 2.95 2.90 2.80 2.80 2.86 Population 286/yr 281/yr 272/yr 272/yr 5,555 Source: Northwest Associated Consultants, Inc. Accelerated Households 270/yr 60/yr 29/yr 29/yr 1940 H.PI. Size 2.95 2.90 2.80 2.80 2.92 Population 796/yr 174/yr 81/yr 81/yr 5664 Projected Growth Table III, Commercial and Industrial (Source, 1997 Report by NAC) Projected Industrial Growth Year Growth Average Yearly 1995-2000 26.4 acres 5,28 acres/year 2000.2010 47.0 acres 4.70 acres/year 710 acres 4,86 acres/year (average) Projected Commercial Growth Year Growth Average Yearly 1995-2000 23.5 acres 4.70 acres/year 2000-2010 46.0 acres 4.60 acres/year 69.0 acres 4.60 acres/year (average) For the purposes of the 1997 study, the potential growth for industrial and commercial users was estimated based on the average expectation of neighboring communities and was reduced to 75% of the estimated average to utilize a more conservative growth projection. This projection estimated combined commercial and industrial growth at slightly over 7 acres of land per year. This same projection for commercial and industrial growth, at a combined rate of 7 acres per year, is recommended for use in this 2001 Sewer and Public Utility Study, Based on the Northwest Associated Consultants growth projections and on City Council input at the report review workshop, a utility system funding evaluation was performed as shown on the enclosed spreadsheets. Two evaluations were performed, the high growth projections of 97 households per year and a second showing an accelerated residential unit will occur within the first 5 years and 85% within the first 10 years. For both evaluations, a coinmercial/industrial growth projection of 7.0 acres or 28 residential equivalent connections per year was used. This funding evaluation is intended to provide guidance to the City in the review of costs and feasibility of the system with funding by a connection charge. JUL.28.2004 12:22PM APPENDIX GRAVITY SEWER DATA, RECOMMENDED SYSTEM PRELIMINARY COST ESTIMATES, RECOMMENDED SYSTEM N0.780 P.19i19 7 SHEETS 7 SHEETS CITY OF OTSEGO CITY COUNCIL MEETING JANUARY 14, 2002 COUNCIL CHAMBERS OTSEGO CITY HALL 6:30 PiNI 1. Mavor Larry Fournier will call the meeting to order. Mayor Fournier called the January 14`h City Council Meeting to order at 6:30 p.m. Roll Call: Mayor Larry Fournier; Councilmembers: Vern Heidner, Jerry Struthers, Suzanne Ackerman, Virginia Wendel. Staff: Mike Robertson, City Administrator; Carol Olson, Deputy Clerk; Andrew MacArthur, City Attorney; Dan Licht, City Planner; Ron Wagner, City Engineer. Pledge of Allegiance: Mayor Fournier led in the Pledge of Allegiance. 2. Consider agenda approval CNI Wendel added item 6.2. general discussion of Comp. Plan changes and under item 5.2. discussion on official newspaper. CM Struthers added update regarding six nuisance sites in November 28 Memo, and add item 9.C. discussion of park fees, and to add item 9.F. national night out. Mayor Fournier added item 9.E. set meeting with Sheriff Miller and City Council. Mike Robertson deleted item 4.2. as Representative Bruce Anderson will not attend tonight. QvI Heidner motioned to adopt the agenda as amended. Seconded by CINI Ackerman. All in favor. Motion carried. 3. _Consider the following minutes: A. December 10 2001 City Council Meeting CINI Wendel motioned to approve minutes of December 10, 2001, as written. Seconded by CNI Struthers. All in favor. Motion carried. B. December 17 2001 City Workshop Meeting Mayor Fournier motioned to approve workshop minutes of December 17, 2001, as written. Seconded by CNI Wendel. All in favor. Motion carried. 4. Open Forum: (5 minute limit) No one spoke. 5. Consent Agenda (Non -controversial items) 5.1. Approve Claims List 5.3. Consider Resolution Establishing Depositories CNI Heidner motioned to adopt the consent agenda. Seconded by CM Ackerman. All in favor. Motion carried. Special Presentation - Senator Mark Ourada State Senator Mark Ourada addressed the Council on the State budget issues and the upcoming legislative session. City Council Meeting of January 1.3, 2002 Page 2 5.2 Consider Resolution Adopting an Official Newspaper. CM Wendel expressed concerns about the Star News not being delivered on the west end of the City. Administrator Robertson said he has spoken with Liz Harris, who expressed the same concerns regarding delivery. Sue Larson stated that she would be willing to do any stories we would have for her, but she is also limited for space. CNI Heidner motioned to adopt the Star News of Elk River as the official newspaper. Seconded by CM Ackerman. All in favor. Motion carried. 6. Dan Licht. City Planner: 6.1 Vintage Golf Course Plan. Dan Licht presented the Finding of Facts for Vintage Pro -Golf Concept Plan. A PUD will be required for rezoning, and also require an application to amend the Comprehensive Plan to allow low density residential land use of the subject site. Also a Zoning Nlap amendment will be required. To accommodate traffic generated by the project Kadler Avenue (gravel) will need to be upgraded. The Comprehensive Plan does allow for consideration of the project with proposed common sewage treatment and potable water facilities. The Planning Commission did approve this unanimously on November 19, 2001. Ron Wagner went over his memo dated November 27, 2001 on the Vintage Pro -Golf PUD Concept Plan. Mayor Fournier asked if there would be anything unique regarding the Townhomes. Chris Bulow, 9380 Napier Avenue, commented that they would range from $230,000 to 5400,000. The single family homes should range from $250,000 to $450,000. Administrator Robertson asked Chris if he had any objections to any of the approval conditions. Chris said he had no objections. CM Struthers asked about the time line for an MPCA decision for the private sewer plant. Ron Wagner thought it should be approximately three months, but was unsure since no one has applied for this before. City Attorney MacArthur stated concept plan approval does not imply or obligate preliminary plat approval. Mayor Fournier agreed that it was a good plan, but would like to see it in the Otsego West Wastewater treatment district. CNN Wendel motioned to approve the concept plan subject to the 7 conditions listed in the Findings of Fact and the 5 conditions listed in the City Engineers memo of November 27, 2001. Seconded by CM Heidner. After Discussion: CM Wendel amended her motion to approve the concept plan subject to the 7 conditions in Findings of Fact, the 5 conditions listed in the City Engineers memo, and also to consider being included in the city's sewage treatment system subject to the City Engineers approval. Seconded by CNI Heidner. All in favor. Motion carried. City Council Meeting of January 14, 2002 Page 3 6.2 Comprehensive Plan Amendment: CTI Wendel questioned information given at Staff Meetings regarding the Comp Plan in the triangle area. Administrator Robertson stated that those attending staff meetings generally want to know how the Council might react to such a request before spending a lot of money, and that the City Council has indicated that they do not care to see any more townhome plans in non -multifamily designated areas. The Council can always change the Comprehensive Plan in any area. 7. Ron Wagner City Engineer: 7.1 Discuss Autumn Woods III Drainage Issue Ron Wagner presented the report dated January 7, 2002 regarding the drainage issues. Council was in consensus to have the developer make the drainage improvements. 7.2 Presentation of report on drainage in Meadowlands Subdivision Ron Wagner presented the report on the drainage issues regarding Meadowlands Subdivision. Mr. Steve Wiltermuth, 8937 NE Obrian Avenue, said his biggest concern is a swale which stops just short of his place. Could this be continued further so water would be diverted to Great River Acres. Recommendation was for the City Engineer to continue to work with the developer to resolve this issue. 7.3 Consider No -Parking Resolution for Page Avenue (791h Street to 85`h Street) —Required by MSA CAI Heidner motioned to adopt No -Parking Resolution for no parking on Page Avenue (79`h Street to 85`h Street) as required by NInDOT. Seconded by CNI Struthers. All in favor. Motion carried. 7.4 Other Planning Business: CM Heidner recommended that the Planning Commission look into the temporary housing ordinance. Staff will place this on the Planning Commission agenda. 8. Andrew MacArthur City Attorney' 8.1 Closed Meeting for Attorney - Client privilege 9. Council Items: A. East and West Sewer Plant Update and set schedule for future hearings Council set Tuesday, February 12`h, 2002 at 7:30 p.m. for the Western Sewer District Hearing. Robertson said that staff would notice the proposed sewer district and expansion district. City Council Meeting of January 14, 2002 Page 4 B. Appointment of Council Committees for 2002 by Mavor Fournier River Rider: CM Wendel Alternate: Mayor Fournier Planning Commission: CNI Heidner Alternate: CM Wendel EDAAC: CM Wendel Alternate: Mayor Fournier Park and Rec. CM Ackerman Alternate: CM Struthers Heritage: CM Struthers Alternate: CM Ackerman Public Works Sub -committee Mayor Fournier, CM Struthers Alternate: CM Wendel Administrative Sub -committee: CM Heidner, CM Ackerman Alternate: Mayor Fournier Otsego Creek Authority: CM Struthers, CM Wendel Alternate: CM Heidner Urban/Rural Taxing District: CM Struthers, CM Ackerman Alternate: CM Wendel Post Office: CM Wendel, CM Struthers Alternate: Mayor Fournier Albertville/Otsego Shared Road CM Wendel, CM Ackerman Alternate: CM Struthers Sewer Sub -committee: CM Heidner, Mayor Fournier Alternate: CM Wendel Otsego Police Department: CM Wendel, CM Struthers Alternate: CM Heidner Otsego/Dayton Sewer committee CM Heidner, Mayor Fournier Alternate: CM Wendel Otsego Fire Department Issues: CM Wendel, CM Ackerman Alternate: CM Struthers CM Heidner motioned to adopt the proposed appointments. Seconded by CNI Wendel. All in favor. Motion carried. C. Consider Resolution Setting City Fees for 2002 CNI Wendel motioned to adopt the proposed resolution. Seconded by CNI Ackerman. All in favor. Motion carried. CM Struthers suggested that the park fees be raised. City Attorney MacArthur described the procedure the City had to follow under State law to raise park fees. Administrator Robertson said that staff was working on a Capital Improvements Program (CIP) for parks based on the recently approved Park & Trail Plan. Once this CIP was approved, it could be used as a basis to raise park fees. City Council Meeting of January 14, 2002 Page 5 D. Set a Public Works Subcommittee meeting. A Public Works Subcommittee meeting was set for Thursday, February 7, 2002 at 4:30 p.m. E. Set a Meeting with Wright Countv Sheriff Council set two dates, February 7 and February 20, both at 4:30 p.m., and directed Administrator Robertson to contact the Sheriff to meet on either date. F. Police Commission Council discussed establishing a Police Commission. Administrator Robertson said that in his experience Commissions existed in small towns were there was no supervisor of the Police Chief and provided a way to deal with citizen complaints about police outside of Council meetings. Council agreed to discuss the issue further with the Sheriff. G. National Nirht Out CM Struthers asked if the City should do something for National Night Out. CM Heidner indicated that some neighborhoods have held block parties but that the City has not organized them. Council directed Robertson to note the event in the Otsego View and encourage block parties. 9.1 Mike Robertson. Citv Administrator. Robertson told Council that he would be taking an Effective Management course specifically for City Administrators, and that as part of the course he would be asking Council and staff to fill out an evaluation. Closed Meeting CINI Ackerman moved to close the meeting at 9:45 p.m. to discuss pending litigation. Seconded by CNI Wendel. All in Favor, motion carried. CINI Ackerman moved to reopen the meeting at 10:44 p.m. Seconded by CNI Wendel. All in Favor. Motion carried. Adjournment CINI Ackerman moved to adjourn at 10:45 p.m. Seconded by CNI Wendel. All in Favor. Motion carried. Mayor Larry Fournier Attest and recorded by: Carol A. Olson, Deputy Clerk CLALMS LIST CITY COUNCEL MEETING JANUARY 14, 2002 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. If you have questions regarding this service, please let me know. Claims Registers 12-19-2001 $ 72,813.84 12-27-2001 $ 56,880.04 01-08-2002 $ 10,293.00 01-10-2002 $ 90,056.46 GRAND TOTAL $ 230,043.34 If you have any questions or if you would like to review this list further, please let me know. Kathy Grover Bookkeeper CITY OF OTSEGO 12/19/01 2:09 PM *Check Summary Register© Pace 1 DECEMBER 2001 Total Checks $72,813.84 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AFFORDABLE SANITATION UnPaid AIRGAS, INC. $144.60 UnPaid AJE COMPANIES $26.74 UnPaid AUDIO COMMUNICATIONS $16,491.82 Unpaid BFI - WOODLAKE SANITATION SER $88.00 UnPaid BOISE CASCADE OFFICE PRODUCTS $372.00 UnPaid BONESTROO ROSENE ANDERLIK $119.58 UnPaid BOYER TRUCKS $3,696.00 UnPaid CITY OF M ONTICELLO $122 Unpaid CROW RIVER FARM EQUIPMENT $$1.00 UnPaid D & D INSTRUMENTS S288-83 UnPaid DAVE L PEARSON 3.69 $3$33.45 UnPaid EARL F ANDERSON INC $ UnPaid ECM PUBLISHERS INC $191 14 UnPaid ELK RIVER FLORAL $59.63 Unpaid ELK RIVER PRINTING & PARTY PLU 50.55 UnPaid FINKEN'S WATER CARE $724.76 Unpaid G & K TEXTILE LEASING SYSTEM $39.41 UnPaid GILBERTO VALDEZ $464.57 UnPaid GOPHER STATE ONE -CALL INC $179 30 UnPaid H G WEBER OIL COMPANY $7.60 UnPaid HARL SHEPPARD $1,781.11 UnPaid ICMA RETIREMENT TRUST $1,125.00 UnPaid KEN KOOSMAN CONSTRUCTION .92 $331 $331.00 UnPaid MACQUEEN EQUIPMENT INC $ Unpaid MEADOWVALE CONSTRUCTION $31.38 UnPaid MENARDS $30,001.00 Unpaid MONTICELLO ANIMAL CONTROL $114.31 UnPaid NORTH PINE AGGREGATE INC $32.00 UnPaid NORTHERN NATURAL GAS $600.00 Unpaid NORTHERN TOOL & EQUIPMENT CO $10.00 UnPaid ONRAMP, INC $323.05 UnPaid PEOPLE SERVICE INC. $39.95 UnPaid PITNEY BOWES $9,195.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD $100.02 UnPaid RODNEY G WINTER $954.27 UnPaid SOFTRONICS $1,470.01 UnPaid ST JOESPHS EQUIPMENT INC $369.23 UnPaid SUPERIOR LAMP AND SUPPLY $377.07 UnPaid WALTER H BERNING $418.64 UnPaid WASTE MANAGEMENT $40.00 UnPaid WRIGHT COUNTY RECORDER $108.17 UnPaid ZIEGLER INC 60.00 $$64 00 $ Total Checks $72,813.84 FILTER: None CITY OF OTSEGO 12/19/012:09 PM Page 1 *Check Detail Register© DECEMBER 2001 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid AFFORDABLE SANITATION E201-45000-410 Rentals (GENERAL) $144.6_0 112C22 DECEMBER HC UNIT Total AFFORDABLE SANITATION $144.60 Unpaid _ AIRGAS, INC. E101-43100-210 Operating Supplies (GENERAL) $26.74 105253771 ACET/HAZMAT/OXYGEN Total AIRGAS, INC. $26.74 Unpaid AJE COMPANIES _ E 425-43100-530 Improvements Other Than Bldgs $16,4C-1.82 KADLER BIKE PATH MOVE W TO E Total AJE COMPANIES $16,491.82 Unpaid AUDIO COMMUNICATIONS E101-41940-220 RepairiMaint Supply (GENERAL) $88.00 54529 PROGRAM 2 PHONES Total AUDIO COMMUNICATIONS $88.00 Unpaid BFI - WOODLAKE SANITATION SER E 101-43610-390 Contracted Services $372.00 8000143-1100 NOV Total BFI - WOODLAKE SANITATION SER $372.00 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies $119.58_ 665920 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $119.58 Unpaid BONESTROO ROSENE ANDERLIK E 415-43251-302 Engineering Fees $3,696.00 083647 WWTP EXPANSION Total BONESTROO ROSENE ANDERLIK $3,696.00 Unpaid _..._ � BOYER TRUCKS _, ... ... .., _.. _....__Mw E 101-43100-220 Repair/Maint Supply (GENERAL) $1.22 11689R 92 FORD TRUCK Total BOYER TRUCKS $1.22 Unpaid CITY OF MONTICELLO E 101-42710-390 Contracted Services $99.00 6921 ANIMAL CONTROL NOVEMBER Total CITY OF MONTICELLO $99.00 Unpaid CROW RIVER FARM EQUIPMENT E101-43100-220 Repair/Maint Supply (GENERAL) $206.31 86148 MAINT SUPPLIES E 101-43100-220 Repair/Maint Supply (GENERAL) $82.52 86630 MAINT SUPPLIES Total CROW RIVER FARM EQUIPMENT $288.83 Unpaid D & D INSTRUMENTS E101-43100-220 Repair/Maint Supply (GENERAL) $17.58 27521 SNOWBLOWER E101-43100-220 Repair/Maint Supply (GENERAL) $16.11_ 27545 SNOWBLOWER Total D & D INSTRUMENTS $33.69 Unpaid DAVE L PEARSON G 701-21934 Pearson CUP 99-27 $383.45 ESCROW REFUND 99 CUP Total DAVE L PEARSON $383.45 Inpaid EARL F ANDERSON INC E 101-43100-393 Street Signs $45.85 0044866 ODAY AVE SIGNS E 101-43100-393 Street Signs $145.29 0044925 NO MOTOR VEH SIGN Total EARL F ANDERSON INC $191.14 Unpaid ECM PUBLISHERS INC E101-41400-350 Print/Binding (GENERAL) $59.63 00121979 ORDINANCE CITY OF OTSEGO 12/19iC1 2:09 PM *Check Detail Register© Page 2 DECEMBER 2001 Check Amt Invoice Comment Total ECM PUBLISHERS INC $59.63 Unpaid ELK RIVER FLORAL E 101-41400-310 Miscellaneous _ 24C385 FUNERAL ARRGT Total ELK RIVER FLORAL _$50.55 $50.55 Unpaid ELK RIVER PRINTING & PARTY PLU E101-41400-201 Office Supplies $724.76 014265 POCKET FOLDERS Total ELK RIVER PRINTING & PARTY PLU $724.76 Unpaid FINKEN'S WATER CARE E 101-41940-390 Contracted Services $9.59 CITY HALL E 101-41950-310 Miscellaneous $29.82_ 13620 90TH ST Total FINKEN'S WATER CARE $39.41 Unpaid G & K TEXTILE LEASING SYSTEM E 101-43100-225 Uniforms $73.66 652951 UNIFORMS E 101-43100-225 Uniforms $102.95 657854 UNIFORMS E 101-41940-390 Contracted Services $80.17 657855 MATS E 101-43100-225 Uniforms $63.81 662761 UNIFORMS E 101-43100-225 Uniforms $63.81 667682 UNIFORMS E 101-41940-390 Contracted Services $80.17 667683 MATS Total G & K TEXTILE LEASING SYSTEM $464.57 Jnpaid GILBERTOVALDEZ G 701-21921 Midwest Station $179.30 ESCROW REFUND Total GILBERTO VALDEZ $179.30 Unpaid. `- GOPHER STATE ONE -CALL INC..._ ...,...._,,......_.._.,..... _...w _.m.,_,_ _;,...._.....M_,_�-„,. E 101-41400-310 Miscellaneous $7.60 1110604 LOCATE CALLS Total GOPHER STATE ONE -CALL INC $7.60 Unpaid H G WEBER OIL COMPANY E 101-43100-202 Gas & Oil $349.47 41999 GAS & OIL E 101-43100-202 Gas & Oil $302.83 42113 OIL E 101-43100-202 Gas & Oil $70.72 42143 GAS & OIL E 101-43100-202 Gas & Oil $374.78 42180 DIESEL E 101-43100-202 Gas & Oil $434.49 42231 DIESEL E 101-43100-202 Gas & Oil $248.82 42232 GAS Total H G WEBER OIL COMPANY $1,781.11 Unpaid aid HARLSHEPPARD E 601-49400-310 Miscellaneous $1,125.00 385635 9 TREES WATER TOWER Total HARL SHEPPARD $1,125.00 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $130.00 PPE 12/8 CK DTD 12/12i01 E 101-41400-121 PERA _ $201.92_ PPE 12/8 CK DTD 12/12 Total ICMA RETIREMENT TRUST $331.92 Unpaid KEN KOOSMAN CONSTRUCTION E 702-41400-310 Miscellaneous $1,000.00 7866 PARELL AVE LNDSCP REFUND Total KEN KOOSMAN CONSTRUCTION $1,000.00 Unpaid MACQUEEN EQUIPMENT INC E101-43100-220 Repair/Maint Supply (GENERAL) $31.38 2020507 SNOWBLOWER - RELAY _ Total MACQUEEN EQUIPMENT INC $31.38 Unpaid MEADOWVALE CONSTRUCTION CITY OF OTSEGO 12!19i01 2:09 PM Page 3 *Check Detail Register© DECEMBER 2001 Check Amt Invoice Comment E 414-43100-530 Improvements Other Than Bldgs $30,001.00 EST #1 77TH ST CULVERT REPLACE Total MEADOWVALE CONSTRUCTION $30,001.00 Unpaid MENARDS E 101-431CO-310 Miscellaneous $54.22 44714 MISC SHOP SUPPLIES E 101-43100-310 Miscellaneous $60.09 46139 MISC SHOP SUPPLIES Total MENARDS $114.31 Unpaid MONTICELLO ANIMAL CONTROL E 101-42710-390 Contracted Services $32.00 268 11i9 DOG PICK UP Total MONTICELLO ANIMAL CONTROL $32.00 Unpaid NORTH PINE AGGREGATE INC E 425-43100-530 Improvements Other Than Bldgs $600.00 KADLER BIKE TRAIL CULVERT & EX Total NORTH PINE AGGREGATE INC $600.00 Unpaid NORTHERN NATURAL GAS G 701-21929 Northern Gas $10.00 ESCROW REFUND Total NORTHERN NATURAL GAS $10.00 Unpaid NORTHERN TOOL & EQUIPMENT CO E 101-43100-240 Small Tools and Minor Equip $21.60 19243974 DRIVEWAY MAKERS E 101-43100-240 Small Tools and Minor Equip $301.45 19244409 SANDSLASTER/GAUGE/SUPPLIES Total NORTHERN TOOL & EQUIPMENT CO $323.05 Unpaid ONRAMP, INC E 101-41400-390 Contracted Services $39.95 975424 MONTHLY WEB HOST Total ONRAMP, INC $39.95 Unpaid PEOPLE SERVICE INC. E 601-49400-220 Repair/Maint Supply (GENERAL) $105.00 0005195 WATER METER REPAIRS E 601-49400-390 Contracted Services $9,090.00 0005195 MONTHLY SERVICE Total PEOPLE SERVICE INC. $9,195.00 Unpaid PITNEY BOWES " E 101-41400-413 Office Equipment Rental $100.02 4705027-0001 POSTAGE METER Total PITNEY BOWES $100.02 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-41400-121 PERA $190.02 PPE 12/8 CK DTD 12112/01 E 101-43100-121 PERA $307.78 PPE 12/8 CK DTD 12/12/01 G 101-21704 PERA $456.47 PPE 12/8 CK DTD 12/12/01 Total PUBLIC EMPLOYEES RETIREMENT FD $954.27 Unpaid RODNEY G WINTER G 701-21957 Winter Sub 00-30 $1,470.01_ ESCROW REFUND Total RODNEY G W!NTER $1.470.01 Unpaid SOFTRONICS E 101-41400-570 Office Equip and Furnishings $369.23 1939 ROB Total SOFTRONICS $369.23 Unpaid ST JOESPHS EQUIPMENT INC E101-43100-220 Repair/Maint Supply (GENERAL) $377.07 V105404 93 CASE TRACTOR Total ST JOESPHS EQUIPMENT INC $377.07 Unpaid SUPERIOR LAMP AND SUPPLY E101-43100-310 Miscellaneous $418.64 S1876772 LIGHT BULBS Total SUPERIOR LAMP AND SUPPLY $418.64 CITY OF OTSEGO 12/19/01 2:09 Ph1 *Check Detail Register© Pace 4 DECEMBER 2001 FILTER: None Check Amt Invoice Comment Unpaid WALTER H BERNING R 101-38991 REFUND & REIMBURSEMENTS $40.00_ 2001 FIRE ASSESSMENT Total WALTER H KERNING 540.00 Unpaid WASTE MANAGEMENT E 101-43610-390 Contracted Services 0161422-1593- DEC SERVICE ---S-1-08 Total WASTE MANAGEMENT _$108.17 $108.17 Unpaid WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $20.00 WINTERFIELD DENIAL VARIANCE CU E 101-41400-340 Recording Fees $40.00 BEAUDRY 2 DEED RESTICTIONS Total WRIGHT COUNTY RECORDER $60.00 Unpaid ZIEGLER INC E 101-43100-220 Repair/Ntaint Supply (GENERAL) $56.39 080095614 88 GRADER E 101-43100-220 Repair/hlaintSupply (GENERAL) $41.66 080095615 88 GRADER E 101-43100-220 Repair.!Maint Supply (GENERAL) $735.39 080095699 2000 IH TRK E 101-43100-220 Repair/Maint Supply (GENERAL) $6.08 080095700 2000 IH TRK E 101-43100-220 Repair,'Maint Supply (GENERAL) $30.30 080096028 CAT LOADER Total ZIEGLER INC $866.82 10100 BANK OF ELK RIVER $72.813.84 FILTER: None CITY OF OTSEGO 12/27/01 2:48 PM Page 1 *Check Summary Register© DECEMBER 2001 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AIRGAS, INC. $225.30 UnPaid BREZE INDUSTRIES $37.54 UnPaid ECM PUBLISHERS INC $51.85 UnPaid GRANITE CITY LEASING INC $34.02 UnPaid HAKANSON ANDERSON ASSOC INC $45,431.08 UnPaid ICMA RETIREMENT TRUST $331.92 UnPaid MINNESOTA COPY SYSTEMS $247.97 UnPaid PUBLIC EMPLOYEES RETIREMENT FD $1,073.70 UnPaid RANDY'S SANITATION $2,070.83 UnPaid ST JOESPHS EQUIPMENT INC $97.70 UnPaid STEPHEN CONROY, ATTORNEY $30.00 UnPaid TARGET STORES $25.50 UnPaid TRACY J SADOWSKI $144.00 UnPaid WRIGHT COUNTY HIGHWAY DEPT $6,236.38 UnPaid WRIGHT-HENNEPIN CO-OP ELECTRIC $842.25 Total Checks $56,880.04 FILTER: None CITY OF OTSEGO *Check Detail Register© DECEMBER 2001 12/27/01 2:49 PM Page 1 Check Amt Invoice Comment 10100 BANK OF ELK RIVER ;Unpaid' ............................., ........::::.AIRGAS,lNC.,,......,..,.,...:....,.,,.:..,.,..x:....,:.:........,....., .�..m .......�.:. ......::..:...,.:..,...r..,...: ,.,M. ,....., ....,.:.... E 101.43100-220 Repair/Maint Supply (GENERAL) $207.23 105268445 WELD CABLE/GROUND CLAMP E101-43100-210 Operating Supplies (GENERAL) $18.07 105269949 OX/HAZMAT Total AIRGAS, INC. $225.30 Unpaid:.;.......:......,.. BREZE IN..,....,•.,:.._:`i,h D:USRT`R, IE:..::.,,,,-:., .:::::::::::::::::::.::.,•:.,.:::., S :.,•:.,.:.,..,..,-::.,-::: -::::::::::::::-:.,..::::.,.::::..:.,.:::.:..... ....................... ••••••••••••N•-...,...,...... E101-43100-220 Repair/Maint Supply (GENERAL) $37.54 11720 REPAIR SUPPLIES Total BREZE INDUSTRIES $37.54 Unpaid ECM PUBLISHERS INC .:::...:, ::..::.. ..::::..:....:.:: E 101-41400-350 Print/Binding (GENERAL) $51.85 00122333 ORDINANCE Total ECM PUBLISHERS INC $51.85 Unpaid .................. ................ .•,.::,:::::::::::::::::::,:.:::.:::::::::::,:.::::A.::::.::..,.:::,.,,,�...-- GRANITE CITY LEASING INC ....,.. N:..,:::�.,...::::.......:.,,,,,:,.,:..,..:.,..,:.::..:...,N..:,.:.,. •••-••••••-•••-•-••••••••-••••• E101-41400-413 Office Equipment Rental $34.02 10 TOSHIBA FAX Total GRANITE CITY LEASING INC $34.02 •Unpaid:.:..: .......................�...:..............,..::. HAKANSON ANDERSON ASSOC INC:::.....r,..........:.....:::.:.::.k:.:............:..,......,.......,...:.::.....::.::�.:.................:.,: G701-21915 Crimson ponds/Backes 99-7 $820.72 CRIMSON POND 1 E 430-43100-302 Engineering Fees $1,244.04 4938 2001 PHOTO CONTROL G 701-21947 Prairie Creek 3rd Addn $333.27 4939 PRAIRIE CREEK 3 G 701-21942 Ranch Acres $75.00 4940 GRUPA G 701-21940 The 'Point 1 & 2' - Big Ed's $72.23 4942 THE POINTE G 701-21941 Pulte Prairie Crk 2nd $104.73 4943 PRAIRIE CREEK 2 G 701-21936 Mississippi Pines PUD 00 $1,649.99 4944 MISS PINES G 701-21927 O. Thompson CUP 99.1 a $1,348.11 4945 RIVERPOINTE E 101-41400.348 Maps $217.25 4947 CITY MAP E 101-41560-302 Engineering Fees $398.80 4949 STAFF MEETING G 701-21997 Rhea Co Signage $794.39 4950 RHEA 194 G701.21970 Bulow/Luconic $1,221.34 4951 MEADOWLANDS G 701-21974 Prairie Creek 4th $135.67 4952 PRAIRIE CREEK 4 G 701.21973 Pheasant Ridge 5th $3,879.53 4954 PHEAST RIDGE 5 E 101-41560-302 Engineering Fees $150.00 4955 VERIZON G 701-21993 Otsego Farms $92.81 4956 OTSEGO FARM G 701-21996 Vintage Pro Golf $187.50 4957 VINTAGE PRO GOLF G 701-21977 Stone Gate 2nd $1,755.76 4958 STONEGATE 2 G 701.21980 Hidden Creek Trail Subd $2,240.13 4959 HIDDEN CREEK G 701.21982 Prairie Creek 5th $1,723.66 4960 PRAIRIE CREEK G 701-21940 The 'Point 1 & 2"- Big Ed's $6,324.76 4961 POINTE 2 G 701-21958 Crimson Ponds III $10,893.01 4962 CRIMSON POND 4 G 701-21999 Winterfield CUP $262.50 4963 WINTERFIELD G 701.21961 Pheasant Ridge Nrd & 4th $675.24 4964 PHEAST RIDGE 4 G 701-21961 Pheasant Ridge #rd & 4th $708.24 4965 PHEAST RIDGE 3 G 701-21958 Crimson Ponds III $30.94 4966 CRIMSON POND 3 G 701-21949 Stone Gate Estates $265.82 4967 STONEGR,T E 1 G 701-21922 Pheasant Ridge $912.52 4968 PHEAST RIDGE 2 G 701-21922 Pheasant Ridge $569.86 4969 PHEAST RIDGE 1 G 701.21946 Crimson Ponds 2nd $820.72 4970 CRIMSON POND 2 E 101-41560-302 Engineering Fees E $210.00 4971 EASEMENT ACOUISTION 101-41560-302 Engineering Fees $3,362.70 4972 77TH CULVERT E 101-41560.302 Engineering Fees $1,393.25 5017 MISC ENG E 416-43100-302 Engineering Fees Total HAKANSON ANDERSON $556.59 5020 BITUMINOUS ROAD OVERLAY ASSOC INC $45,431.08 Unpaid ICMA RETIREMENT TRUST ........................................... E 101.41400-121 PERA $201.92 G 101-21705 Other Retirement PPE 12/22 CK DTD 12/26/01 $130.00 PPE 12122 CK DTD 12/26/01 CITY OF OTSEGO 12/27/01 2:49 PM Page 2 *Check Detail Register© DECEMBER 2001 Check Amt Invoice Comment Total ICMA RETIREMENT TRUST $331.92 .............................................................................................. Unpaid MINNESOTA COPY SYSTEMS E101-41400-413 Office Equipment Rental $247.97 102662 TOSHIBA COPIER Total MINNESOTA COPY SYSTEMS $247.97 ,................ ....,..:.:....,:........................_:...... _ ............................................. Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-43100-121 PERA $265.76 PPE 12/22 CK DTD 12/26/01 E 101-41400-121 PERA $190.74 PPE 12/22 CK DTD 12/26/01 E 101-41550-121 PERA $103.60 PPE 12/22 CK DTD 12/26/01 G 101-21704 PERA $513.60 PPE 12/22 CK DTD 12/26/01 Total PUBLIC EMPLOYEES RETIREMENT FD $1,073.70 Unpaid::.:..................:..........:..........:,...::.,RANDY'S SANITATION,.:...:......,..:...:....,,.N..:..:..:-.,.:.:.........,..,...:::.:.:..-.:..N.:..:.........................,.:..,..........:..:...:.. E 101-43610-390 Contracted Services $1,981.25 871 RECYCLE E101-41940-325 Garbage Service $89.58 872 GARBAGE Total RANDY'S SANITATION $2,070.83 ..................................................................................................... UnpaidST JOESPHS EQUIPMENT INC E 101-43100-220 Repair/Maint Supply (GENERAL) $66.07 V104564 93 CASE TRACTOR E 101-43100.220 Repair/Maint Supply (GENERAL) $31.63 V104567 93 CASE TRACTOR Total ST JOESPHS EQUIPMENT INC $97.70 ....:..........:......................:::::::STEFliEN CONROY, ATTORNEY".:.,•:............,:.....:...,..,.,........,.::........,..., E 101-42420-301 Legal Services $30.00 DEC 2001 RILEY CORRESPONDENCE Total STEPHEN CONROY, ATTORNEY $30.00 .......................................................................................................... . P d TARGET STORES E 101-43100-310 Miscellaneous $25.50 1102891926 DAWN - MISCELL Total TARGETSTORES $25.50 Unpaid TRACY J SADOWSKI """" "' E 101-41940-101 Full -Time Employees Regular $144.00 16 HRS WORK HALL RENTALS Total TRACY J SADOWSKI $144.00 ................... Unpaid WRIGHT COUNTY HIGHWAY DEPT """"' E 101-43100-392 Culverts $193.39 3218 CULVERTS E 101-43100-372 Salt & Sand $6,042.99 3219 SAND & SALT/SAND Total WRIGHT COUNTY HIGHWAY DEPT $6,236.38 UnP WRIGHT-HENNEPIN CO-OP ELECTRIC aid ........................................... E 601-49400-390 Contracted Services $842.25 7829 MONTHLY Total WRIGHT-HENNEPIN CO-OP ELECTRIC $842.25 10100 BANK OF ELK RIVER $56,880.04 FILTER: None CITY OF OTSEGO 01/08;022:42 PM *Check Summary Register© Page t JANUARY 2002 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid FORTIS BENEFITS INSURANCE CO UnPaid MEDICA UnPaid MINNESOTA LIFE UnPaid MINNESOTA STATE TREASURER UnPaid MN CITY/COUNTY MANAGEMENT ASSO UnPaid PRINCIPAL FINANCIAL GROUP FILTER: None $94.19 $3,600.19 $64.50 $5,909.00 $145.00 $480.12 Total Checks $10,293.00 CITY OF OTSEGO OVO&022:42 PM Page 1 *Check Detail Register© JANUARY 2002 Check Amt Invoice Comment 10100 BANK OF ELK RIVER U.::,:::.,........... ..... ... n. ........ ........:: ........................................................................................ patlFORTIS BENEFITS INSURANCE CO FILTER: None E 101-41400-130 Employer Paid Ins (GENERAL) $54.00 ADMIN - JAN E 101-43100-130 Employer Paid Ins (GENERAL) $40.19 PW - JAN Total FORTIS BENEFITS INSURANCE CO $94.19 UnpaidM EDICA E 101-41400-123 Health $2,149.99 ADMIN - JAN E 101-43100-123 Health $1,450.20 P/W JAN Total MEDICA $3,600.19 UnpaidMINNESOTA .... LIFE ...... .... ................. ......................................... . E 101-43100-130 Employer Paid Ins (GENERAL) $37.10 P/W - JAN E101-41400-130 Employer Paid Ins (GENERAL) $27.40 ADMIN - JAN Total MINNESOTA LIFE $64.50 Unpaid MINNESOTA STATE TREASURER ....................... ...................... G101-21801 BUILDING PERMIT SURCHARGE $5,909.00 4TH OTR BLDG PERMIT SURCHARGE Total MINNESOTA STATE TREASURER $5,909.00 Unpaid MN CITY/COUNTY MANAGEMENT ASSO ....,:...... . .I ...............:....:....... ,,......:.........: E 101-41400-360 Educabon/Training/Conferences $145.00 MIKE - SEMINAR 2%8-9 Total MN CITY/COUNTY MANAGEMENT ASSO $145.00 Unpad PRINCIPAL FINANCIAL GROUP :.........:...........::.,..:.........::................ E 101-41400-123 Health $256.87 ADMIN -JAN E 101-43100-123 Health $223.25 PNV - JAN Total PRINCIPAL FINANCIAL GROUP $480.12 10100 BANK OF ELK RIVER $10,293.00 FILTER: None CITY OF OTSEGO 01/03/02 12:21 ANI *Check Summary Register© Page t JANUARY 2002 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid ACE SOLID WASTE INC $462.50 UnPaid AFFORDABLE SANITATION UnPaid AIRGAS, INC. $157.92 UnPaid ARLENE HOLEN $2,077.73 UnPaid BERLIN TIRE CENTER, INC $70.00 UnPaid BFI - WOODLAKE SANITATION SER $1,481.40 UnPaid BOB PEDERSEN SIGNS $372.00 UnPaid CHRIS BULOW $415.35 UnPaid CROW RIVER FARM EQUIPMENT $83.11 UnPaid DJ'S TOTAL HOME CENTER $331.70 UnPaid ECM PUBLISHERS INC $104.79 UnPaid ELAINE NORIN $378.34 UnPaid ELK RIVER MUNICIPAL UTILITIES $70.00 UnPaid FINKEN'S WATER CARE $2,475.00 UnPaid FLOYD TOTAL SECURITY $77.73 UnPaid FRIEDA LOBECK $219.36 UnPaid G & K TEXTILE LEASING SYSTEM $70.00 UnPaid GABRIEL DAVIS $537.86 UnPaid GLENS TRUCK CENTER INC $1000 UnPaid GROEN GARY CPA $295.55 UnPaid ICMA RETIREMENT TRUST $1,444.63 $331.92 UnPaid J -CRAFT INC $144.97 UnPaid JACQUIE ROGNLI $875.00 UnPaid JERRYOLSON $63,689.03 UnPaid JESSICA STOCKAMP $20.00 UnPaid JIM GAIKOWSKI $30.00 UnPaid JON ZACK UnPaid KOBER EXCAVATING INC $20.00 UnPaid LEROY LINDENFELSER $1,120.00 UnPaid LITTLE FALLS MACHINE $40.00 UnPaid LONG & SONS $527.68 UnPaid MAUS FOODS $548.13 UnPaid MIKE DAY $43.81 UnPaid MINNESOTA COPY SYSTEMS $90.00 UnPaid NAPA OF ELK RIVER INC $249.00 UnPaid NICHOLS JOAN M $412.61 UnPaid NORMAN SCHWANBECK $80.00 UnPaid NORTHWEST ASSOC CONSULTANTS $40.00 $3,782.69 UnPaid PAULINE NELSON UnPaid PUBLIC EMPLOYEES RETIREMENT FD $40.00 UnPaid ROBERT COTE $1,208.25 UnPaid RON ERIKSMOEN $950.00 UnPaid RUDY THIBODEAU $600.00 UnPaid SAXON MOTORS INC $20.00 Unpaid SHARON CARTER $25.24 UnPaid SOFTRONICS $30.00 UnPaid ST JOESPHS EQUIPMENT INC $791.09 UnPaid STEVE ACKERMAN $658.78 UnPaid STS CONSULTANT'S LTD .00 $30$30.75 UnPaid SUPERIOR SERVICES $ UnPaid SWENSON JOY $460.00 UnPaid TERRY LONG $80.00 UnPaid TOM BAILLARGEON $60.00 UnPaid TOM CONSTANT $20.00 UnPaid TOM KOERWITZ $90.00 UnPaid TONY FAUST $40.00 UnPaid TOSHIBA AMERICA INFO SYS INC $10.00 $203.38 CITY OF OTSEGO 01/C1C212:21 Aft Page 2 *Check Summary Register@ JANUARY 2002 Name Check Date Check Amt UnPald VINCENT PETERSON $20.00 UnPaid ZIEGLER INC $1,182.16 Total Checks $90,056.46 FILTER: None CITY OF OTSEGO 0110310212:21 AM *Check Detail Register© Page 1 JANUARY 2002 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid: ..........__ .............._.,.............. �. ACE SOLID WASTE INC � �� � �-����� � �� . � � . � .� :.,..,.::.........:..:..:.N:,,", ::.:.::,:.:..Y............... ,.................,.......... *"...... .'"��"'���"' ' " E 101-43610-390 Contracted Services $462.50 5693175 DEC RECYCLING Total ACE SOLID WASTE INC $462.50 Un aid p :.. ...... _ ._ AFFORDABLE SANITATION � ....... .. ..... E201-45000-410 Rentals (GENERAL) $157.92 201009 H/C UNIT Total AFFORDABLE SANITATION $157.92 Unpaid':...........:................,....:.........,.:.....::AIFiGAS, INC x:... ....v..,:.,.,..:,.:.:......::, r N ..:.....H:......: ... ...w...,.,................................ E101-43100-220 Repairi Maint Supply (GENERAL) $2,059.31 105280181 MISCELL SUPPLIES E101-43100-210 Operating Supplies (GENERAL) $18.42 105295551 ACET/HAZ/OX Total AIRGAS, INC. $2,077.73 Unpaid::.:.: ............:,.......:..:..N...,..::.:., ::.AFiLEfVE IiOLEN::.N.......,.:.::....:...x....:.::w:. H::..:..:.....,...,.:..w.,..........::...�:................................. E 101-45300-101 Full -Time Employees Regular $70.00 2001 HPC MEETINGS ��Unpaid':....: Total ARLENE HOLEN $70.00 :.:....:.....n..............:.....,:..........:::BERLIN�TIRE CENTEFt�:.INC..:.:....:.....:.:..:....::.,.......N.,.......,,.:....:..,.:.................,.....:.........:.,...:....H....:.:x........,.......,.. E101-43100-220 Repair/Maint Supply (GENERAL) $1,472.40 2790000134 92 FORD TRK E101-43100-220 Repair/Maint Supply (GENERAL) $9.00 2800040969 86 CHEVY TRK Total BERLIN TIRE CENTER, INC $1,481.40 Unpaid :..,..:.....,.....:........................:.....:.BFI - WOODLA KE SANITATION SER:........:.:.:......:..........:....,:...................:......., ........,.:N.,,....:.x..A:..:,.:�,..�.:... E101-43610-390 Contracted Services $372.00 8000143-1200 RECYCLING Total BFI - WOODLAKE SANITATION SER $372.00 �Unpaid � BOB PEDERSEN SIGNS- ' -E 101-43100-310 Miscellaneous $138.45 122101 CAT LOADER SIGN E 101-43100.310 Miscellaneous $138.45 122101 02 PICKUP SIGN E 101-43100-310 Miscellaneous $138.45 122101 93 CASSE TRACT SIGN Total BOB PEDERSEN SIGNS $415.35 Unpaid::............:....:..:...............N.....:..,.:.CHRIS BULOW:.,..:.,.....,......:.....,:.:.. ....,..::...:..................:., ...,.......,...............:..,........:.,....:.::. .:...::.......:..:....:.: G 701-21925 99-16 PUD - Bulow $83.11 ESCROW REFUND Total CHRIS BULOW $83.11 Unpaid::.CROW RIVER FARM E101 -43100-22O Repair/Maint Supply (GENERAL) $106.25 86758 MISCELL SUPPLIES E101-43100-220 Repair/Maint Supply (GENERAL) $100.60 87042 MISCELL SUPPLIES E101-43100-220 Repair/Maint Supply (GENERAL) $124.85 87067 MISCELL SUPPLIES Total CROW RIVER FARM EQUIPMENT $331.70 Unpaid:........: ...................: ,.......:...:..:..,..v S TOTAL HOME CENTER::.......::..............:....:.,.........,..:.:...:.:..,::.....................................w.::.,.::. .......:..., , ::.: E 101-43100-310 Miscellaneous $27.32 510234 SPRAY PAINT E 101-43100-310 Miscellaneous $6.58 511947 CONCRETE E 101-43100-310 Miscellaneous 512 ^ 2`3c SPRAY PAINT E 101-43100-310 Miscellaneous $3.29 512233 CONCRETE E 101-43100-310 Miscellaneous $63.62 515649 MISCELL Total DJ'S TOTAL HOME CENTER $104.79 Unpaid...:.....:...:. ...............:.:...............,..:., ECM PUBLISHERS INC'::.....:..........................:.....,...,..,............,..:..w......:.....:.....:...............H .....:.. .:...:....,....., .:.:.:. E 101-41400-347 E 101-41400-347 Newsletter Newsletter $105.24 00122494 OTSEGO VIEW OUTSERTS $273.10 00122607 OTSEGO VIEW Total ECM PUBLISHERS INC $378.34 Unpaid'.::.,...:..:n....:..................:.:..,.........,.� ELAINE NORIN:::.,..........:...:..,,...:.:...::...:.....M.:..::::..: ........:.....:...:.:..:.:..,:.,:.n.,...,.....:..::..:.:...:..:......,...,...,..:..N.:.........,.....M..... E101-45300-101 Full -Time Employees Regular $70.00 2001 HPC MEETINGS CITY OF OTSEGO 01/03/02 12:21 AM Page 2 *Check Detail Register© JANUARY 2002 Check Amt Invoice Comment Total ELAINE NORIN $70.00 Unpaid ELK RIVER MUNICIPAL UTILITIES ................ . E101-43160-530 Improvements Other Than Bldgs $2,475.00 11280 RIVER RANCH STREET LIGHT Total ELK RIVER MUNICIPAL UTILITIES $2,475.00 UnpaidFINKEN'S WATER CARE E 101-41940-203 Supplies - General $8.45 SOLAR SALT E 101-43100-310 Miscellaneous $29.87 GARAGE/SHOP E 101-41940-390 Contracted Services $9.59 CITY HALL E 101-41950-310 Miscellaneous $29.82 RENTAL HOUSE Uniforms Total FINKEN'S WATER CARE $77.73 UNIFORMS Unpaid FLOYD TOTAL SECURITY r.:.......:.................:..................N...............,....v...........:...........,..:.:..,...,:..:.......w..,.:....... . .................................................................................................. ........... E602-49450-430 Miscellaneous (GENERAL) $219.36 664251 WATER TREATMENT PLANT Total FLOYD TOTAL SECURITY $219.36 Unpaid FRIEDA LOBECK E101-45300-101 Full -Time Employees Regular $70.00 2001 HPC MEETNGS Total FRIEDA LOBECK $70.00 Un and P G & KT XTILE LEASING�SYSTEM ""."'.•-•• E 101-43100-225 Uniforms $73.66 672576 UNIFORMS E 101-43100-225 Uniforms $102.58 677467 UNIFORMS E 101-41940-390 Contracted Services $80.17 677468 MATS E 101-43100-225 Uniforms $63.81 682349 UNIFORMS E 101-41940-390 Contracted Services $80.17 687199 MATS E 101-43100.225 Uniforms $63.81 687200 UNIFORMS E 101-43100-225 Uniforms $73.66 691998 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $537.86 ........................:........,:.:GABRIEL DAVIS:.,.:.:.....::...:........, .,.,..:..,.,,.M,,....:..:..:......:,....,...............:.,:...::....A,...:.:..:.....K.. ..,.. w .w « . E101-41900-101 Full -Time Employees Regular $10.00 2001 EDAAC MEETINGS Total GABRIEL DAVIS $10.00 Unpaid;;,:.::...:...:.......�......:.......,:.........::,•:GLENS TRUCK CENTER INC:.:.:.,..::.,.n,.m........::...................................,...............,.:......... ..n,.::...:,:::....,,...:., E 101-43100-220 Repair/Maint Supply (GENERAL) E 101-43100-220 Repair/Maint Supply (GENERAL) E 101-43100-220 Repair/Maint Supply (GENERAL) E 101.43100-220 Repair/Maint Supply (GENERAL) E 101-43100-220 Repair/Maint Supply (GENERAL) E 101-43100-220 Repair/Maint Supply (GENERAL) Total GLENS TRUCK CENTER INC $12.78 213370013 94 FORD TRK $28.31 213370045 94 FORD TRK $74.33 213380027 MISC $121.48 213510009 02 PICKUP $28.76 213530010 02 PICK UP $29.89 213550015 02 PICK UP $295.55 Unpaid:.........:.........,..::......::.:..:.:.........:..:GROEN GARY CPA ...::...:...::w .:.::n.:.,.:.�...:..:.:.:.....::::....::.........,...:....:n:.:..::..:.:.,:..:..., :.., .::..::.:.,....... E 101-41600-430 Miscellaneous (GENERAL) $4.63 CERT MAIL REIMBURSE E 101-41600-390 Contracted Sen.ices • $ � 1,»»OAv NOV/DEC HOURS 2001 Total GROEN GARY CPA $1,444.63 •Unpaid:.:...............:.......:..:.:.....,,,.............,.::ICMA RETIRElNENT TRUST::::::.:....,..:,,..,..:.::..,,:::...,.,.,,,..:..:.:......:..,,:...........::..,..........:...::....:.�,..::.:..:.:....: v..,.:....:.,.:. G 101-21705 Other Retirement $130.00 PPE 1/5/02 CK DTD 1/9/02 E 101-41400.121 PERA $201.92 PPE 1/5/02 CK DTD 119/02 Total ICMA RETIREMENT TRUST $331.92 ...............:....:....:....................:::.J -CRAFT INC:::.:...::.:.:.......::.:....,....::......:...:.:.:...........h.:.........:.............................:........::::.....:.......::............:..... E 101-43100.220 Repair/Maint Supply (GENERAL) $87.09 28768 MAINT SUPPLIES E 101-43100-220 Repair/Maint Supply (GENERAL) $57.88 28825 MAINT SUPPLIES Total J -CRAFT INC $144.97 CITY OF OTSEGO 01/03/02 1221 AM *Check Detail Register© Page 3 JANUARY 2002 ..........:.................. E 101-41940-389 Cleaning Services Check Amt Invoice Comment Unpaid E 101-41940-203 _.._ .:. JACOUIE ROGNLI.. ... . TOW ELS/BAGS E 101-41400-347 Newsletter $875.00 2002-01 NOWDEC VIEW 2001 Unpaid Total JACOUIE ROGNLI $875.00 ....... Unpaid E 101-41400.310 JERRY OLSON $43.81 04121412 .......... E101-42410-390 Contracted Services $14,462.73 DEC 2001 ........................................ Unpaid E 101-42410-390 Contracted Services $23,281.84 ........................................... E 101-42410-390 Contracted Services $25,944.46 NOV 2001 Total JERRY OLSON $63,689.03 OCT 2001 Unpaid :;.. .. ;.:�JESSICASTOCKAMP ,.::.:,: ,.:... •.... .... .....:,.,.....,...,,.::..:....:,...:..::....,..:...... ....................... ... Unpaid' E201-45000-101 Full -Time Employees Regular $20,00 E101-41400-201 Office Supplies Total JESSICA STOCKAMP $20.00 SETUP & SUPPLY TOSIBA COPIER 2001 PARK &REC MTGS Unpaid MINNESOTA COPY SYSTEMS JtM GAIKOWSKI ••••..••••..................... .................,....... ...... E201-45000-101 Full -Time Employees Regular $30.00 ...... .................. .....:.::....,.......:.:.:...«............. E 101-43100-220 ............................................ Total JIM GAIKOWSKI $30.00 92 FORD TRK 2001 PARK &REC MTGS Unpaid:::..........:.....,:....:.....:................:.._.:::JON Repair/Maint Supply (GENERAL) .................................................................................................................................................. ZACK:.:..........:....,...........,,....,.......,..............:.:....:...:..:..............................................:.................:.....,.................... 889661 93 CASE TRACTOR E 101-43100-220 E101-41900-101 Full -Time Employees Regular $20.00 86 CHEVY P/U E 101-43100-220 Repair/Maint Supply (GENERAL) $26.07 $46.82 890075 81 TRK 2001 EDAAC MEETINGS Total JON ZACK $20.00 92 FORD TRK Unpaid;::...,.,...........:.......::..< .....:.......:.....::.KOBER EXCAVATING INC':::::.v.::.:.. .:.,.:. M:....:k::..::..:.,.v...,.,......,...,......:........,.::...:....:..:.:..:.:..::.....,..........:.. ............... E 416-43100.390 Contracted Services $1,120.00 01-33 INSTALL IRON PIPE Total KOBER EXCAVATING INC $1,120.00 UnpaidLEROY LINDENFELSER E101-41900-101 Full -Time Employees Regular $40.00 Total LEROY LINDENFELSER $40.00 2001 EDAAC MEETINGS Unpaid LITTLE FALLS IiAACtiINE E101-43100-220 Repair/Maint Supply (GENERAL) $85.65 27355 81 TRK E101-43100-220 Repair/Maint Supply (GENERAL) $131.17 99869 92 FORD TRK E101-43100-220 RepainMaint Supply (GENERAL) $310.86 99870 92 FORD TRK Total LITTLE FALLS MACHINE $527.68 Unpard _w LONG +3 SONSW , , ...:.:,::..:::..<....,.:,,...:.,.:.:.,.....w...,...:. . E 101-41940-389 Cleaning Services $433.45 DEC CLEANING E 101-41940-203 Supplies - General $114.68 TOW ELS/BAGS Total LONG & SONS $548.13 Unpaid MAI FOODS..;, ....................,:.:.... ....... E 101-41400.310 Miscellaneous $43.81 04121412 NAPKINS/PLATES/COFFEE/MISC Total MAUS FOODS $43.81 ........................................ Unpaid ...................... . MIKEDAY.......,•.,•::::.::::::::::.:::.: •:::::.::..:::..:::».:.:..v,...:::..:.:..,.:.:.,:.,,.»,,:..,:.:,.:...::,,:.:.,.::.,.:::.:,. ........................................... E201-45000-101 Full -Time Employees Regular $90.00 20 �vG1 PARK &REC MTGS Total MIKE DAY $90.00 Unpaid' ::................,.:...:.:.::..:............:...:.~:MINNESOTA COPY SYSTEMS:::.................:..::.:..:..:....:.,.........:.:....,.........,...:......:....:..........:.:............................. E101-41400-201 Office Supplies $249.00 102853 SETUP & SUPPLY TOSIBA COPIER Total MINNESOTA COPY SYSTEMS $249.00 Unpaid` .................,....... ...... ,....:.....: NAPA`OF`ELK RIVER INC....... :....:....:.:.....:..:.:....:..:..:.w.::n:.::..::.,.:........:.......... ...... .................. .....:.::....,.......:.:.:...«............. E 101-43100-220 Repair/Maint Supply (GENERAL) $37.12 889288 92 FORD TRK E 101-43100-220 E 101-43100-220 Repair/Maint Supply (GENERAL) $50.76 889661 93 CASE TRACTOR E 101-43100-220 Repair/Maint Supply (GENERAL) Repair/Maint Supply (GENERAL) $65.48 889935 86 CHEVY P/U E 101-43100-220 Repair/Maint Supply (GENERAL) $26.07 $46.82 890075 81 TRK 890184 92 FORD TRK CITY OF OTSEGO 01/03/C2 1221 AM Page 4 *Check Detail Register© JANUARY 2002 UnpaidNORMAN SCHWANBECK E101-45300-101 Full -Time Employees Regular $40.00 2001 HPC MEETINGS Total NORMAN SCHWANBECK $40.00 Unpaid NORTHWEST ASSOC CONSULTANTS Check Amt Invoice Comment E 101-43100-220 Repair/Maint Supply (GENERAL) $89.45 890389 86 CHEVY P/U E101-43100-220 Repair/Maint Supply (GENERAL) $8.22 890478 SNOWBLOWER E 101-43100-220 Repair/Maint Supply (GENERAL) $5.09 891267 CAT LOADER E 101-43100-220 Repair/Maint Supply (GENERAL) $1.18 891476 SNOWBLOWER E 101-43100-220 Repair/Maint Supply (GENERAL) $0.52 891477 SNOWBLOWER E 101.43100-220 Repair/Maint Supply (GENERAL) $18.59 891927 MISC E 101.43100-220 Repair/Maint Supply (GENERAL) $44.17 892729 02 PICK UP/PLOW E 101-43100-220 Repair/Maint Supply (GENERAL) $19.14 893353 02 PICK UP/PLOW k..ti,: M .:..,,:.,.,.,...:..,....,...........:......, :..:....,..,.,.,v....,,:....: Total NAPA OF ELK RIVER INC $412.61 2001 PARK 8 REC MTGS UnpaidNICHOLS JOAN M .............................................................................................................. E 101-45300-101 Full -Time Employees Regular $80.00 2001 HPC MEETINGS Total NICHOLS JOAN M $80.00 UnpaidNORMAN SCHWANBECK E101-45300-101 Full -Time Employees Regular $40.00 2001 HPC MEETINGS Total NORMAN SCHWANBECK $40.00 Unpaid NORTHWEST ASSOC CONSULTANTS G 701-21999 Winterfield CUP $287.58 10584 W INTERFIELD G 701-21996 Vintage Pro Golf $278.63 10584 VINTAGE PRO GOLF G 701.21998 Autum woods 3 $24.00 10584 AUTUMN WOODS E 101-45300.390 Contracted Services $112.20 10585 HPC E 101-41570-303 Planning Fees $148.68 10585 MOORE PROP E 101-41570-303 Planning Fees $345.80 10585 GENERAL E 430-43100-303 Planning Fees $91.80 10585 WEST SEWER PLAN E 101-41570.303 Planning Fees $800.00 10586 MEETINGS E 101-41570-303 Planning Fees $1,694.00 10587 WACP Total NORTHWEST ASSOC CONSULTANTS $3,782.69 Unpaid::.:...,...,..a.....,.>........:......:.x :..PAULINE NELSON:.:...:.. x. , N .r., .�. k..ti,: M .:..,,:.,.,.,...:..,....,...........:......, :..:....,..,.,.,v....,,:....: E201-45000-101 Full -Time Employees Regular $40.00 2001 PARK 8 REC MTGS Total PAULINE NELSON $40.00 .,..:............. Unpaid PUBLIC EMPLOYEES RETIREMENT FD ""'""""""" E 101-41550-121 PERA $103.60 MERGES G 101-21704 PERA $577.97 PPE 1/5i02 CK DTD 1/9/02 E 101-43100-121 PERA $318.16 P/W E 101-41400.121 PERA $208.52 ADMIN Total PUBLIC EMPLOYEES RETIREMENT FD $1,208.25 Unpaid;:.. ...................... .......:.............:.ROBERT COTE.v:. k:.,,..,..,.::::...::: w::.:.:::.M .:..::....A...:.:...,,..M :.......................,. ,....::N..::.:::.,M....:..,......,, E 101-43100-310 Miscellaneous $950.00 STORM SEWER WORK 1467072ND ST Total ROBERT COTE $950.00 UnpaidRON ERIKSMOEN G 701-21985 Eriksmoen move in $600.1XI ESCROW REFUND ON MOVE IN Total RON ERIKSMOEN $600.00 Unpaid RUDYTMIBODEAU E101-41900-101 Full -Time Employees Regular $20.00 2001 EDAAC MEETINGS Total RUDY THIBODEAU $20,00 Unpaid SAXON MOTORS INC E101-43100-220 Repair/Maint Supply (GENERAL) $25.24 CVR112136 CHEVY PICK UP Total SAXON MOTORS INC $25.24 Unpaid';.:...:......:.........:>.<....., .::.............,::.,:SHARON CARTER,.::......:..,...,::...,:.r...:...w,.:.:::...:.,,..:.,,...N...N.k.......N................,............................................. E101-45300-101 Full -Time Employees Regular $30.00 2001 HPC MEETINGS CITY OF OTSEGO 01:03102 12:21 AM *Check Detail Register0 Page 5 JANUARY 2002 Check Amt Invoice Comment Total SHARON CARTER $30.00 ...... ........:.::::::::::::.:...,.:..:. SOFTRONICS........................................ .:............:. E 101-41400-570 Office Equip and Furnishings $116.09 1944 COMPUTOR SUPPLIES E101-41400-390 Contracted Services $675.00 1944 LABOR - DEC Total SOFTRONICS $791.09 Unpaid ST JOESPHS EQUIPMENT INC :........:.... E 101-43100-220 Repair/Maint Supply (GENERAL) $73.95 V104535 93 CASE TRACTOR E 101-43100-220 Repair,Maint Supply (GENERAL) $305.14 V1O4566 93 CASE TRACTOR E 101.43100-220 Repair,Maint Supply (GENERAL) $165.79 V1O4568 93 CASE TRACTOR E 101-43100-220 Repair/Maint Supply (GENERAL) $48.88 V1O4580 93 CASE TRACTOR E 101.43100-220 Repair/Maint Supply (GENERAL) ($65.54) V104590 93 CASE TRACTOR E 101-43100-220 Repair/MaintSupply(GENERAL) $118.12 V104594 93 CASE TRACTOR E 101-43100-220 Repair/Maint Supply (GENERAL) $12.44 V104598 93 CASE TRACTOR Total ST JOESPHS EQUIPMENT INC $658.78 Unpaid �•• STEVE ACKERMAN •••• •••••••••��•••••�•.•-..•..... E101-41900-101 Full -Time Employees Regular $30.00 2001 EDAAC MEETINGS Total STEVE ACKERMAN $30.00 Unpaid ....._:.................:. ..,....,, STS CONSULTANT'S"LTD:.......r:. w k. :..:. w,..,,..... ,..,....,..,.,.,,,x,,..,,.,...:N....,....,..,.....,.,.... E 414-43100-530 Improvements Other Than Bldgs $357.75 225078 Total STS CONSULTANT'S LTD $357.75 Unpaid ,._:...,...............................,...,......,::.......,.:.v. SUPERIOR SERVICES ���• -�•������•�-••�r�-��••�:::-::.::::::: E 101-43610-390 Contracted Services $460.00 255998 DEC RECYCLING Total SUPERIOR SERVICES $460.00 Unpaid E101-45300-101 Full -Time Employees Regular $80.00 Total SWENSON JOY $80.00 Unpaid TERRY LONG ...... ............................ E201-45000-101 Full -Time Employees Regular $60.00 2001 PARK & REC MTGS Total TERRY LONG $60.00 Unpaid ....:........n:TOM VBAILLARGEON:......:..... ,M:�:::..:.:.wA,..::::.....::.::.::,:..,.,:...:...::......:» .:...........n«:.,,:...:.:::. .:.....::.:........: E201-45000-101 Full -Time Employees Regular $20.00 Total TOM BAILLARGEON $20.00 2001 PARK & REC MTGS Unpaid .................... .TOIN CONSTANT ..u.,M.Y: ....: ...w .. ..,.._:.w.w,., , ....:........ ...........,.............. E201-45000-101 Full -Time Employees Regular $90.00 Total TOM CONSTANT $90.00 2001 PARK & REC MTGS Unpad .•:: TOM KOERWITZ :.::..:: :,...:.,.. ........................... E101-41900-101 Full -Time Employees Regular $40.00 Total TOM KOERWITZ $40.00 _EDAAC MEETINGS $ Unpaid:........: ..............:............................,.:TONY FAUST:.:....,..........................:...,.:. , .::.,.:., .....,.,.,..w.,..:.... ..............,.....:.......:............................................. E201-45000-101 Full -Time Employees Regular $10.00 2001 PARK & REC MTGS Total TONY FAUST $10.00 Unpaid; .:............. ........: .....,..:.:......... ..:..:..N...,.,..,:.........:..,..............,,.,........,....,.:.................. TOSHIBA AMERICA INFO SYS INC E 101.41400-413 Office Equipment Rental $203.38 31719649 COPIER LEASE Total TOSHIBA AMERICA INFO SYS INC $203.38 Unpaid .. ;......,..:....,,. VINCENT PETERSON .... ......... :........ ...................... E101-41900-101 Full -Time Employees Regular $20.00 2001 EDAAC MEETINGS CITY OF OTSEGO C.1,03,02 1221 AM Page --- *Check *Check Detail Register© JANUARY 2002 FILTER: None Check Amt Invoice Comment Total VINCENT PETERSON $20.00 Unpaid :,.....:. ........... ZIEGLER ................................................... . E 101 -43100-220 Repair/Maint Supply (GENERAL) $43090 000466861 88 GRADER E 101-431CO-400 Repairs & Maint Cont (equip) $375.89 080026175 CAT LOADER E 101 -431 00-220 Repair/Maint Supply (GENERAL) $37537 080097082 88 GRADER Total ZIEGLER INC $1,182.16 10100 BANK OF ELK RIVER $90,056.46 FILTER: None Resolution No. 2002 - 02 City of Otsego County of Wright State of Minnesota A Resolution Adopting An Official Newspaper. Whereas, the Elk River Star News is a qualified newspaper of general circulation within the City of Otsego: Be It Resolved, that the City of Otsego designated the Elk River Star News as the City's official newspaper effective immediately. Be It Further Resolved, that all ordinances and any other matters which are required by law to be published in an official newspaper, and all other matters which the City Council shall deem advisable and in the public interest to be published, shall be published in the Elk River Star News. Dated this 14th day of January, 2002. Larry Fournier, Mayor Attest: Judy Hudson, City Clerk City Seal resolOOmpsoh) CITY OF ,0TSEG0 WRIGHT COUNTY, MINNESOTA Applicant: Bulcw Incorporated. 11-26-01 PUD Concept Plan Findings of Fact & Decision Request: Consideration of a PUD Concept Plan for an 18 -hole golf course and residential development entitled Vintage -Pro Golf. City Council Meeting Date: 26 November 2001 Findings of Fact: Based upon review of the application, the recommendation of the Planning Commission and evidence received, the City Council of the City of Otsego now makes the following findings of fact: 1. The legal description of the property is described by attached Exhibit A. 2. The 245 acre property lies within the Agriculture Preserve Area and is guided for agriculture land uses by the 1998 Comprehensive Plan Update, as amended. 3. The Comprehensive Plan limits residential densities in the Agriculture Preserve to four units per 40 acres, except that higher densities may be allowed with City approved sewer and water services. Development of the project will require an application to amend the Comprehensive Plan to allow low density residential land use of the subject site. 4. The property is zoned A-1, Agricultural Rural Service District; Development of the project will require an application to rezone the property to PUD District. 5. The Planning Commission and City Council must take into consideration the possible effects of the Zoning Map amendment with theirjudgement based upon (but not limited to) the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: A. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan allows for consideration of the project with its proposed common sewage treatment and potable water facilities. The r%nmmnrlatPnP.C.0 of tha propOSed denci 11 iniil! ne^,4 f.� h.-. '.J,-..-,...1 'lv:_ LL -- -1 - -r-"--= -�- v"y v I ii�cu tv Ve c nsluGl eu VVI:01111 (Ili context of the project's compatibility with the surrounding area and impact to transportation and infrastructure capacities. The type of project integrating a golf course and residential neighborhood should also be considered in that the Comprehensive Plan states that except in unique circumstances, all new residential development is to be concentrated within the sanitary sewer service district_ Hakanson 1 Anderson Assoc., Inc. MEMORANDUM To: Mike Robertson, Admin. From: Ronald J. Wagner. P.E. cc: Andy MacArthur, Attorney Dan Licht, NAC Judy Hudson, Clerk Date: November 27, 2001 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 Re: Engineering Comments of Vintage Pro -Golf PUC Concept Plan I . Require 40' ROW along Kadler including along existing farmstead. 2. Require 50' ROW on CSAH 39 (check \,\-/Wayne Fingalson of Wright County). A right turn lane and a bypass lane may be required at the entrance to the Pro -shop. Upgrade Kadler Avenue from CSAH 39 to 85°i Street due to PUD status and additional traffic. We foresee a good portion of the traffic going south on Kadler to 80`h then to CSAH 19 to I-94; therefore, paving Kadler Avenue from CSAH 39 to 85`x' Street is justified. Right turn lanes into the site may also be required. The roadway should meet our local residential rural street section — 9 ton as shown on Standard Plate 100 in the Otsego Engineering Manual. As this is a city street reconstruction, we request that we desion the street reconstruction. 4. Communal sanitary sewer system would need our review and approval. Also MPGA approval is required. A storm water study on the creek running through site is required with the new cross-sections, the 100 -year flood elevations, and pre and post development flow numbers. Civil 6— Alum'cipal G:` Engineering ?I5 �,�1unicipal\A(YrSFGU1_�� 4G\_ot_22 �Gn _vmcmoLdoc artd Surveyrng for T+e nn L. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 5541( Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.corr. MEMORANDUM - via fax transmission TO: Otsego Mayor and City Council FROM: Daniel Licht DATE: 21 November 2001 RE: Otsego - Vintage Pro -Golf; Concept Plan Review NAC FILE: 176.02 - 01. 31 CITY FILE: 2001 - 37 The Planning Commission held a public hearing on November 19, 2001 to consider a PUD Concept Plan application for the above referenced project. The applicant was present to describe their project and also address the issues raised in the planning report. Comments were received from the public concerning how this project fits within the City's Comprehensive Plan calling for agricultural use in the area and also some questions on site design. The Planning Commission also focused primarily on the Comprehensive Plan issues. Again, the Comprehensive Plan was adopted with a statement that higher densities would be considered with City approved sewer and water facilities. The main issues raised by the Planning Commission were that the proposed townhouse units are to be better integrated into the project and be of a distinctly different style or market than those townhouses in the sanitary sewer service district if they are to be allowed. The Planning Commission also felt strongly that a common water system should be included in the project and included this requirement in their recommendations. Following the public hearing and Planning Commission discussion, the board voted 5-0 in favor of the request subject to the modified conditions outlined in the staff report. Our office will provide findings reflecting the Planning Commission's recommendation for the City Council at their meeting on November 26, 2001. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Chris Bulow CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA Applicant: Bulow Incorporated. 11-26-01 PUD Concept Plan Findings of Fact & Decision Request: Consideration of a PUD Concept Plan for an 18 -hole golf course and residential development entitled Vintage -Pro Golf. City Council Meeting Date: 26 November 2001 Findings of Fact: Based upon review of the application, the recommendation of the Planning Commission and evidence received, the City Council of the City of Otsego now makes the following findings of fact: 1. The legal description of the property is described by attached Exhibit A. 2. The 245 acre property lies within the Agriculture Preserve Area and is guided for agriculture land uses by the 1998 Comprehensive Plan Update, as amended. 3. The Comprehensive Plan limits residential densities in the Agriculture Preserve to four units per 40 acres, except that higher densities may be allowed with City approved sewer and water services. Development of the project will require an application to amend the Comprehensive Plan to allow low density residential land use of the subject site. 4. The property is zoned A-1, Agricultural Rural Service District; Development of the project will require an application to rezone the property to PUD District. 5. The Planning Commission and City Council must take into consideration the possible effects of the Zoning Map amendment with theirjudgement based upon (but not limited to) the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: A. The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The Comprehensive Plan allows for consideration of the project with its proposed common sewage treatment and potable water facilities. The a^ppr opriatei ejS Vf the pl upVJCd dell Say win neeu (u ue consiueieu within the context of the project's compatibility with the surrounding area and impact to transportation and infrastructure capacities. The type of project integrating a golf course and residential neighborhood should also be considered in that the Comprehensive Plan states that except in unique circumstances, all new residential development is to be concentrated within the sanitary sewer service district. The Comprehensive Plan encourages development of a balanced housing supply in terms of type and values. In that the majority of Otsego's existing housing supply developed before 1999 is considered to be affordable by Metropolitan Council guidelines, the City's recent focus has been on development of higher value housing. The City has attempted to accomplish this objective by creating opportunities for combining residential developments with certain amenities, such as openspace preservation in the Rural Residential District or with Vintage Golf. Subject to issues of compatibility, transition and infrastructure impacts, the proposed scope of the development may be appropriate. B. The proposed use's compatibility with present and future land uses of the area. Finding: The majority of the residential units are clustered within the golf course isolating them from surrounding properties. Creating an appropriate transition for the townhouse uses and commercial elements of the development between surrounding properties and integrating them within the project is an issue that requires further attention. C. The proposed use's conformity with all performance standards contained in the Zoning Ordinance (i.e., parking, loading, noise, etc.). Finding: Conformance with applicable performance standards of the PUD District will be subject to review of a development state application. D. The proposed use's effect upon the area in which it is proposed. Finding: The area in which the subject site is located has experienced development beyond rural densities. Provided that issues pertaining to services, infrastructure and land use compatibility can be addressed, the project will not negatively impact the area. E. The proposed use's impact upon property values of the area in which it is proposed. Finding. Although no study has been completed, no negative impact to area property values is anticipated to be caused by the project. F. Traffic generation by the proposed use in relation to the capabilities of streets serving the property. Finding: The property is served by Kadler Avenue, which is a gravel street. To accommodate traffic generated by the project, the street will need to be upgraded. Potential traffic impacts to CSAR 39 also will require further review by City Staff and Wright County. G. The proposed use's impact upon existing public services and facilities including parks, schools, streets, and utilities and its potential to overburden the City's service capacity. 2 Finding: The provision of common on-site sewage treatment and potable water facilities will address a primary service issue and the future need for municipal sanitary sewer service. The development is located in close proximity to other developed areas in this area of the City requiring services such as street maintenance, park facilities, police/fire protection, etc. 6. The planning report dated 14 November 2001 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. 7. The Otsego Planning Commission conducted a public hearing at their regular meeting on 19 November 2001 to consider the application, preceded by published and mailed notice. Upon review of the application and evidence received, the Otsego Planning Commission closed the public hearing and recommended by a 5-0 vote that the City Council approve the PUD Concept Plan based on the aforementioned findings. Decision: Based on the foregoing information and applicable ordinances, the requested PUD Concept Plan is hereby approved based on the most current plan and information received to date, subject to the following conditions: 1. The applicant shall submit a complete development stage application(s) within six (6) months from the date the concept plan is approved by the City Council. 2. The development stage application must include plans for a common sewage treatment plant and potable water system, subject to review and approval of the City Engineer and MPCA. 3. The development stage applications is to reflect the following modifications and revisions of the concept plan- a. The street layout is subject to further review by the applicant and City Staff. Street section plans are to be provided with the development stage plan. b. Any proposed townhouse units are to be better integrated into the project. Site plans, floorplans, and building elevations for the proposed townhouse units are also to be provided. C. Viewsheds of the golf course are provided to the single family lots within the looped streets. d. Golf course facilities including tee boxes, fairways, and greens are to be setback 50 feet from anv perimeter lot line. The maintenance arca is to he revicarl ci le -H +hut all activities are oriented into the project and access is to be off of the internal street. e. Floorplans and building elevations for the proposed clubhouse and maintenance buildings are provided. f. Operation of the practice range including hours, number of tees, and any lighting is to be specified. g. Provision is made for cart circulation between the golf course and residential neighborhoods that is not dependent upon public streets. h. A landscape plan for existing and proposed plantings for the clubhouse area and parking lot, practice range, townhouse areas, entrance ways, boulevards or medians, and maintenance area is submitted. Outlot A is platted as a lot and block, with dedication of necessary right-of-way for Kadler Avenue. Any existing buildings within the proposed right-of-way or create traffic visibility issues are to be removed. 4. Kadler Avenue is to be improved to a paved rural local street section from CSAH 39 to the south end of the subject site abutting the right-of-way at the applicant's expense. 5. Access to CSAH 39, visibility at CSAH 39 and Kadler Avenue, and the tunnel under CSAH 39 are subject to review and approval of the City Engineer and Wright County. 6. All grading, drainage, and utility issues are subject to review and approval of the City Engineer. 7. The Parks and Recreation Commission consider the need for a trail corridor along Kadler Avenue. PASSED by the Otsego City Council this 26th day of November, 2001. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judv Hudson, Zoning Administrator/City Clerk 4 Hakanson Anderson Assoc., Inc. 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone:763/427-5860 Fax:763/427-0520 CITY OF OTSEGO CITY COUNCIL CITY ENGINEER'S AGENDA JANUARY 14, 2002 Item 7.1: Discuss Autumn Woods III Drainage Issue Item 7.2: Presentation of Report on Drainage in Meadowland Subdivision Item 7.3: Consider No -Parking Resolution for Page Avenue (79th Street to 85th Street) — Required by MSA Item 7.4: Any Other Engineering Items Civil &Municipal �� Engineering G:\Municipal\AOTSEGO\councilagend a1 l.doc Land Surveying far Hakanson Anderson Assoc., Inc. MEMORANDUM 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax: 763/427-0520 To: Mike Robertson, Administrator From: Ron Wagner, P.E70 cc: Judy Hudson, Clerk Jim Perterson, Trail Head Land Development Dan Licht, NAC Ms. Lisa Young Date: January 7, 2002 Re: Drainage Issues for Autumn Woods III Addition As requested by the City Council, we have obtained data (elevations) on the existing and proposed drainage easements north and west of the intersection of Quilley Avenue and CSAH 36. The information we have gathered shows positive drainage flow south within the west road ditch of Quilley Avenue and south through the existing and proposed easements, although both drainage routes can be improved fairly easily. We suggest the following improvements to be completed by Trail Head Land Development: Clean or regrade the west road ditch of Quilley Avenue from Lot 1, Block 1, Autumn Woods II, driveway to the culvert crossing under Quilley Avenue approximately 300' to the southeast. Placing a straight grade of 0.68% will require cuts of between 0.4' and 1' in front of Lot 1, Block 1, Autumn Woods III. The existing road ditch is nearly level for the southerly 150'. 2. Removal of barbwire fence and/or trimming of grass under the fence at the south property line of Lot 1, Block 1, Autumn Woods III. Flow of runoff may be slowed by tall grass and debris, which builds up on fence and grass. �. Widenin- of ditch within the new easement at the southwest corner of Lot 1, Block 1, Autumn Woods III. A 100' stretch of the easement has a narrow constricted ditch bottom. Both drainage routes have good overall fall (Quilley Avenue = 0.68% and drainage easement = 1.57%). A low point, which does not affect Lot 1, Block 1, Autumn Woods II is located just upstream of CSAH 36. This appears to hold up to ''/Z' of water in an area approximately 100' x 40'. It does not appear to affect anyone and stays within the newly acquired easement. We suggest no action at this time � Civil & Municipal GAN(Lill icipal\AOTSEGO\3500\ot2500mrautumn wood d Engineering 25 Lan Surveying for , 6" 3.6_OOS z@ az \ � K k § 1t§� § b - !� ; E z------�-- = _ ------ ,| ; ® . | ' 2 � k 13 � ��.�f| ■ ®k k / --------hoz ---- - Q; R� •| . § § § Xi - _ - x��^ • : � � � . © . z . ■ . §. r �d■ |> 7 '■. ^ ; | ] c r 2 m % \ iIt 6 S ' ■ : Ic �® ■ . 2 ' 41■, z® . #i z � Hakanson 1 Anderson 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Assoc., Inc. Phone: 763/427-5860 Fax: 763/427-0520 Re: Meadowlands The report does not address my primary concern of where the water will go in the event of a 100 -year storm. (When I questioned the workers as they were pumping the pond, they had no idea where the water was going to go after it went to the end of the swale). Water goes north through a natural swale in Great River Acres. 2. The report repeatedly addressed the fact of protecting the people south of Mr. Wiltermuth. It never mentions relief for my property. Properties to the south of Mr. Wiltermuth are lower, therefore, should be the first to experience water problems. 3. The pond is lower than the lake. Guess where the water from the lake is going to go? The lake is a perched water table; little goes into ground or else the lake would be dry. Development has redirected lake overflow to Otsego Creek. 4. Did the City authorize the changes that were made during the construction? Why would we allow those changes if we had already approved a plan and the changes are in fact degradation of the original plan? Approved contingent upon Engineer approval. Also field changes do occur and as the City Engineers, we felt we had addressed all concerns. There is NO berm between my lot and Meadowlands. Mr. Wiltermuth's land is higher than the berm. 6. The data that only 7 acres is being drained toward Otsego Acres is blatantly errored. Mr. Wiltermuth, Larry Fournier and I reviewed existing catch basins and pipe directions. Much of what Mr. Wiltermuth thought drained toward the pond, drains toward the lake. The pond is large enough (2 acre — ft in volume) to hold runoff from a 100 -year event. 7. The project, as completed, is not acceptable. It appears that we have been compromised. In our professional opinion, we do not believe existing homes safety from flooding have been compromised by the project. There is less drainage area and less volume of runoff toward Otsego Acres after this project. 8. Again, we were told that the pond would only collect water from a few backyards and would probably never have water in it. We were also told that the water would be diverted to Otsego Creek. It is not being directed to the creek. The pond still collects water from a relatively small area in comparison to the size of the pond constructed and diverts the water north into wetlands and drainage swales of Great River Acres rather than through Otsego Acres. The vast majority of runoff will be completely diverted away toward Otsego Creek. Water is in the pond due to the water table. This has been accounted for in the Engineering Calculations. Civil 6- Municipal Engineering 25 G:\IvtunicipaiWOTSEGO\2231\ot2231meadowlands.loc and Surveying for Hakanson 1 Anderson Assoc., Inc. MEMORANDUM 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone: 763/427-5860 Fax:763/427-0520 To: Mike Robertson, Administrator From: Ronald J. Wagner, P.E. cc: Judy Hudson, Clerk Mr. Wiltermuth Date: December 26, 2001 Re: Meadowland Drainage At the Council meeting on November 28, 2001, Mr. Wiltermuth (8937 O'Brien) expressed concerns with drainage modifications to the Meadowland Plans, which were initiated during construction of the Plat. Mr. Wiltermuth stated it was his understanding that all runoff except some backyards were directed to areas other than behind the existing lots of Otsego Acres. During construction of Meadowlands, the Developer was running short of fill material and requested a grading change for 89th Circle. He requested a portion of 89th Circle be lowered so as not to require as much fill. We granted this request with the requirements that the backyard pond be increased in size and he recalculates his 100 -year storm elevation for the backyard pond. The Developer complied. Also during construction, Larry Koshak visited the site and made a field revision, which lessened the amount of runoff from the new 88th Street, which goes to the O'Brien Avenue west ditch. This was done due to his concerns that this may adversely affect existing lots to the south of Mr. Wiltermuth, which are approximately 4' lower than his lot. This also diverted water toward the backyard pond. The amount of runoff going toward the backyard pond is still very insignificant and the overall storage in the pond has been increased to more than compensate for the additional runoff. Mr. Wiltermuth stated his understanding was that this development was to reduce/eliminate flooding problems experienced by Otsego Acre residents. The following numbers show how significant drainage of a benefit the new DNR Environmental Lake outlet and The Meadowland Development is to Otsego Acres. Civil 6- Municipal �� G:\Municipal\AOTSEGO\2231\ot2231mm nneo�oc Engineering and Survey ing for Prior to Meadowlands After Meadowlands Acres Drained Toward Otsego Acres I 384+ 7 100 -Year Runoff Flows (CFS) 386+ 1 These numbers are from the City of Otsego Stormwater Drainage Report, 12/94. I have included the applicable sheets. This is a very significant change. Mr. Wiltennuth questioned why the backyard pond was not drained into the DNR Environmental Lake. The reason is the DNR Environmental Lake has a normal water elevation of 898 and a 100 -year flood elevation after Meadowlands of 900.7. The normal water elevation for the backyard pond is 894. Therefore, the DNR Environmental Lake is a perched water table higher than the backyard pond. I visited the site on December 6, 2001 and reviewed topo maps and plans and have the following observation: 1. The backyard pond is holding water at the water table elevation (approx. 892). 2. The pond has an outlet swale above 894 so there is a good amount of storage in comparison to the contributing drainage areas. 3. A berm between Otsego Acres and Meadowlands is at 898+, so the love lots south of Mr. Wiltermuth are protected. 4. Mr. Wiltermuth's house is at an elevation of approximately 899. Assuming the basement at 8' lower gives an elevation of 891. The road north and east of his house, which is one of the outfalls for the area, is at approximately 888. Runoff would need to be flowing 2' over the road before his house would be affected. We find no engineering justifications for Mr. Wiltermuth's concerns and recommend Council take no action as all flooding concerns were taken into account during the design and construction phases of the Plat. If Mr. Wiltermuth is or has experienced water problems prior it may be due to a water table around 892 in this area (see soil boring attachments). G:\Municipa1\.A0TSEG0\223 I VA223 I mnnemo.doc Hakanson Anderson Assoc., I n c. �• .`• I tw, --c - 1 C: I TY HAL L +I ._ TSEC I 1 - _ � - — � — — � - � cr-•, - I ' - I •,,"� III--3 AL Nli i _ - L.L.. � _-Ir - �• ''� ' �` � • 1 ,gal _, —� � ► � �' Ali � / 1 1 �. ♦� � ��\ _ r' 4 DISTR I �I s C m•u .. •�nr-w '^ I rxt NO�jINISf1� Z ---- 'O1E 1� ' •-• �CEOCr3*n K%13PONDKt1ATER5HF21 ..r e = lick TR -S.5 Version: 5.46 S/N: Page 2 Return Frequency: 100 years TR -55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 11-01-1994 14:08:55 Watershed tile: --> C:\DATA\ROSS\OT413OH2..MOP Hydrograph file: --> C:\DATA\ROSS\OT4130H2.HYD HALLS POND WATERSHED OTSEGO MN WRIGHT COUN'PY DRAINAGE DISTRICT -2- EXISTING EXISTING CONDITION >'>» Summary of Subarea Times to Peak «« Subarea -------------- Is 4 2C K 4 -------------- Composite Watershed Peak Discharge at Composite Outfall (cfs) -------------- a Time to Peak at Composite outfall (hrs) ------------ 13.0 13.0 13.0 13.0 12.3 12.4 12.4 12.4 1"2.3 12.4 ------------ 12.5 Quick TR -55 Ver.5.46 SIN: Executed: 16:15:47 11-01-1994 HALLS POND WATERSHED DRAINAGE DISTRICT 2 OTSEGO MN WRIGHT COUNTY EXISTING CONDITION RUNOFF CURVE NUMBER SUMMARY Subarea Description ------------ X 2C m lz Area CN (acres) (weighted) 41mm 420mv so 59 40.20 42 f1mm 71 40M 62 66 I 6'1 0 62 74 74 s LP;O- N� LOG OF BORING NLIMB:PE-5 tyg=- `7L11 ?anCDevpment Company Lot 2, Block(JECT NAME ARCHITECT -ENGINEER F-e-n--�qul LuContc Property Subdivision Terra Engineering, Inc.cs LtJ I :� w<,ONFINED CJMPR:SSIVE STRENG'� F.LOCATION toNS/Ft.2 r 5,; Minnesota 1 2 3 :8922 Nashua Ave N� - Otsego, PL45TIC WATER LIQUID LIMIT Y CONTENT % LIMIT T 's_ DESCRIPTION OF MATERIAL = r f0 20 30 e0 50 STANDARD o W G a oI - ® PENETRATION BLDrS/FT. = T" RFA EL EVA i 10N 295. B MSL _ .0 20 30 a0 SC Iv`+ic � �lJ CC �1 X55 I 1e inches toos011 r f I Fine to Coarse sand, trace Silt 6 gravel - - Drown - mciSt to we, - very loose to loose Le ISP -SM) the approximate Dounaary lines oeteeen 2 5= trie transition may De gradual —i— Tne stritifiCat)on lines represent Fine to medium sand. trace Silt - Drown to 7.5 BORING STARTED feet then gray - saturated - loose - (SPI 3 �S til/5/Og ENTERED 9Y SNEct NO OF WL I BOR: NG CDMP,.E ED 11/5/99 a 55 I 5.0 feet BCR APP'D BY STs JOB NO. a.�/FDREMAN CME-75G/Davis K 55 I 9?592 i"L 4.0 feet AS �H5 End of coring at 15-.0 feet. Drilled using hollow stem augers. I Borenole Dackfllleo atter Drilling. the approximate Dounaary lines oeteeen soil tYDeS:)n-S)tu. trie transition may De gradual Tne stritifiCat)on lines represent == BORING STARTED 7LSSOFFICE M)nnesota-Go HL a 0 feet WS ; til/5/Og ENTERED 9Y SNEct NO OF WL I BOR: NG CDMP,.E ED 11/5/99 I MBs I 1 5.0 feet BCR APP'D BY STs JOB NO. a.�/FDREMAN CME-75G/Davis MBS I 9?592 i"L 4.0 feet AS CL TENT LOG OF BOEING NUM$En =-j f L BrriCgeland Development Company I Lot 9. Block 2 C-1 PROJECT NAME ARCHITECT-ENGINP E "c LuConic Property Subdivision Terra Engineering, Inc. " ,STS GOnsultan._ _td ITE LOCATION :::�L�LUL;�ZONF"E��COMPRES-a:vEST^nENGi892c" Nashua Ave NE -Otsego, Minnesota C 5 PLASTIC WATER LIOUIO LIMIT Z CONTENT i LIMIT Y W o !2 DESCRIPTION OF MATERIAL = ^ X - - - - - - • - - _ _ _ i c 10 20sC e0 50 �) - STANCARC v v�� � "I SUWACE ELEVATION 899. R MSL � ® RE NETRAT ION BLOWS/FT :0 20 3C 40 50 1 ISS{ 8 Inches topsoil I i Fine to coarse sono. trace silt 6 �rave. Drown to lignt brown - damp to saturated belo=w 2 SSI 8 feed- loose - ISP) 3 I55 v SS I s ISS 6 SS I Fine to mecium Sand, trace 51 it - orCwn - saturated - loose - ISPI Eno of boring at 15.0 feet. Orilleo using hollow Stem augers. Borehole oackflllea after drilling. (I i 99.8 - 8. v Tne st^at:°I_at)on ;Ines reoresent the eDDror.lmate DounCary lines Detween soil tyDeS'In-Situ. the tr2ns1t30n may De graoual wl - 8.0 feet W5;;I BORING STARTED STS OFFICE 17/5/99 1 Minnesota -05 WL BORING, CDMPLETED IeNiEMDR2TSF+Eci NO OF WL i RIG/FORE=MAN ADVO By1 I 7 CME-750/oav ] i Mg5 I srs Io_ NC 7-" �2 �•• __ _ _ ,` ` � ,`1 _ I � ..—mac: o `' PRIIF TY) 7 a FL rQ Q COCK 3 — 7` X1,1 • ^ �L 7 - 4 .r I tre� r '• Prop. Storm d O 7 Z. — 1 inch = 200 feet SOIL BORING LOCATION DIAGRAM LuConic Property Subdivision Olscgc, Minnesota P.43S'JH;: S I S Proj�,_I---`•9? h::ve r�•�r 1 �9 ' `•+r I`` ` ,[' /�/{�•1lJ �yp( 1• �y. • -I • II y� - p I- 0 ��+•~ - \,1'J��y,���• INT • al.� �y - • •��jl^1 - j� •� :4' 1•►�- J --•v ✓ �•- ~ `r.Y I L I ry iyiittow– I rI { v�N,•..'. (v177 ilr �' i • II .I .'. I . I ^ . VI i ��%� J � • QI - 1.1 �-• • • I 1 '�11�. i �•.. �I `� •STM � '. �3A`�'7N`„+�'i+�I• �•Ii I.i•t�-�"?M�•Lv!'.:/d !f �I' I � / �,t,• ��I "' ( ^�a°}•�1�• « I r �+�I I ' I r • Ir�`1C0 r�'L I . ' i . 1� I �j I �/-�// vd L •I = r I� w N 14 `I _ -- .Y� I -1 ` • I . I w I . I / is +: iJU(� 7 IAV N XO -YN a� I J , I L �!�,JN '37 Nina 4I I � -I, ,�. •� �'�( — — � I,,�•l. — —•— — — — � , n IF -- ry J'""vLn•r 'I -�° � �'/ S I I� I •I• � �l `� SAI /• _ ------------ 146 Fu, T11 5-11 ( tC � `f d.1 7 I. 7nY .•naa4.6" 3.NI I jl ✓ C se.� 1 I D 1 ; • I *R��. I.1 I^ I ( •J• il•� I �- I{ - V� .. _ �I•r.r- � (/� ! � J I' r- 1 i � � � � II -C ."�`.`ko� • -I:I � ao�■Y+�c.•�N.• f I V J �f— I i =—v r � � if4/3nv rnuNN •�•N I ' x --LJ LI -- --- - - - -- --- I I -i�----1----. I r�-J� I I I C) LL WA7�71aFy TAX CYS�FtC' � I Iv j) 5 PO�+O tifATtil�.40 I I Fig. B 5-892.2-11 STATE AID MANUAL .July 13, 1993 No. 99-4 RESOLUTION RELATING TO PARKING RESTRICTIONS ON S.A.P. 217-103-02 (Page Avenue) from 79`I' Street N.E. to 85" Street N.E. in the City of Otseuo , Minnesota. THIS RESOLliTION, passed this day of , 2002, by the City of Otsego in Wright County, Minnesota. The Municipal corporation shall hereinafter be called the "City", WITNESSETH: WHEREAS, the "City" has planned the improvement of Page Avenue State Aid Route No. 217-103-02 from 79`h Street N.E. to 85"' Street N.E. in the City of OtsegoMinnesota; and WHEREAS, the "City", will be expending Municipal Street Aid Funds on the improvements of this Street, and WHEREAS, this improvement does not provide adequate width for parking on both sides of the street; and approval of the proposed construction as a Municipal State Aid Street project must therefore be conditioned upon certain parking restrictions. NOW, THEREFORE, IT IS HEREBY RESOLVED: That the "City", shall ban the parking of motor vehicles on Page Avenue N.E. from 79"' Street N.E. to 85`I' Street N.E. at all times. Dated this ATTEST day of City of Otsego City Clerk, Judy Hudson G:\tvtunicipal\AOTSEGO\344\ot344RES 1 .doc ,2002. , Minnesota. M. Mayor _-+E.., q,. A, MEMO Date: January 8, 2002 To: Mayor & Council From: City Administrator Mike Robertson Re: Schedule for West Sewer District We have enclosed the proposed schedule of City meetings regarding the proposed West Sewer District. We are proposing a public hearing be held the week of February 12-14. It would be our intention to send hearing notices to all property owners within the proposed sewer district and expansion zone. Council needs to establish the date for the public hearing and any other particulars about the hearing. CC: City staff "alkl wtsT A$S®CMATto ca"SukTANTS" N"C' 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.ccm MEMORANDUM TO- Otsego Mayor and City Council Otsego Planning Commission FROM: Daniel Licht DATE: 14 December 2001 RE: Otsego - West Sewer District- Schedule FILE NO.: 176.18 City staff met on December 13, 2001 to outline a schedule for the planning and engineering for a west sewer district. The City Council has already laid the ground work for this effort and reviewed preliminary planning and engineering information. The schedule which follows is an aggressive timeframe to finalize this work and move towards the MPCA permitting process. Date Meetin Topic/Anticipated Action December 10, 2001 CC Meeting Authorize BRA to prepare EAW on West Treatment Plant. January 22, 2002 PC/CC Workshop Review draft of Development Framework Update. January 28, 2002 CC Meeting Approval of the EAW prepared by BRA for West Treatment Plant. February 4, 2002 PC/CC Workshop Review draft of Development Framework (if necessary) Update. Februai-y 12-14, 2002 CC Meeting Public Nearing to consider West Sanitary Sewer Study. February 19, 2002 PC Meeting Public Hearing to consider adoption of Comp Plan Update. February 25, 2002 CC Meeting Adoption of Comp Plan Update. The schedule that has been outlined is consistent with the discussions the City Council had earlier this year. We would note that no public information meetings that would proceed a formal public hearing have been included in the process. Staff's perception of the project is that public comment will be focused less on whether the City should go forward, but rather requests to be included within the initial district. In that the final boundaries of the initial west sewer district are defined as much by physical and economic reasons as property owner interest, Staff believed that a public hearing would be an appropriate forum to receive these type of comments. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner Ted Field 2001 Committee Appointments Planning Commission: Alternate: EDAAC: Alternate: Parks and Rec.: Alternate: Heritage: Alternate: Public Works Sub -committee: Alternate: Administrative Sub -committee: Alternate: Otsego Creek Authority: Alternate: .- Urban/Rural Taxing District: Alternate: c.. mate: Post Office: ternate: Albertville/Otsego Shared Road Sub -committee: 7c rb Alternate: Sewer Sub -committee: Alternate: Otsego Police Department: Alternate: C A -t 4, e- t, � e. L CM Heidner CM Wendel CM Wendel Mayor Fournier CM Ackerman CM Struthers CM Struthers CM Ackerman Mayor Fournier C .M- C in ��1 CM Heidner, ' r c. CM Struthers, CM Wendel CM Heidner CM Struthers, CM Ackerman CM Wendel -C-M Wendel --C-NI-Heidner— CM Wendel, CM Struthers Mayor Fournier S'' CM Wendel, CM Ackerman CM Struthers CM Heidner, Mayor Fournier CM Wendel CM Wendel, CM Struthers CM Heidner 972 7j,- 12S A':'kef 'gIAV Al 4 4-1 Ll %S c5c, F' r d �/jgvr�ly✓ C /L1 w e, �t Ss✓eS2 i� erS f�� / C,M �T �' RESOLUTION NO. 02-02 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA A RESOLUTION SETTING CITY FEES FOR A VARIETY OF SERVICES FOR 2002 WHEREAS, the Otsego City Council has the authority under Minnesota state law to set appropriate fees for City services. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO, MINNESOTA: 1. That the following fees for City services are hereby deemed appropriate. Sewer Access Charge (SAC) Sewer Plant Charge $2,942 Sewer Trunk Charge $2,238 Total SAC $5,180 Water Access Charge (WAC) $3,040 Street Access Charge Collectors (78"'/Page/Quaday) $600/lot PLANNING REVIEW FEES Base Escrow Rezoning/Text Amendment $200 $ 600 Interim Use Permit $200 $ 400 Conditional Use Permit Single Family Other Appeal Administrative 1 Per 40 Major Subdivision 5 or less lots 6 or more lots Copies (all sizes/per sheet) Fax --r shoot Recycling Bin Comprehensive Plan Zoning Ordinance Subdivision Ordinance Other Planning/Zoning Manuals $200 $ 600 $200 $ 800 $150 $ 400 Total $ 800 $ 800 $ 800 $1,000 $ 550 $200 $ 400 $ 600 $200 $1,300 $1,500 $200 $1,300 $1,500 $200 $2,800 $3,000 $ 0.25 $ 1.00 $ 5.00 $45.00 $45.00 $16.00 $16.00 --ftm q. C , Engineering Manual $30.00 Special Assessment Searches $35.00 Septic Searches $35.00 MAPS Wright County Map $ 2.50 City Map (Mailed) $ 5.00 (Picked Up) $ 3.00 Zoning Map (Mailed) $ 5.00 (Picked Up) $ 3.00 Floodplain Map (Mailed) $ 5.00 (Picked Up) FREE Topo Maps (Under 3 acres) $30.00 (3+ Acres) $10.00/Acre Half Sections (Per Set) $160.00 Dated this 14th day of January, 2002 CITY OF OTSEGO Larry Fournier, Mayor ATTEST: Judy Hudson, City Clerk