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02-23-04 CCBonestroo 0 Rosene Anderlik & Associates Engineers & Architects February 6, 2004 City of Otsego 8899 Nashua Avenue NE Otsego, MN. 55330 V'e ('(� - Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action/Equal Opportunity Employer and Employee Owned I T E M Principals: Otto G. Bonestroo, PE. • Marvin L. Sorvala, RE. • Glenn R. Cook, P.E. • Robert G. Schunicht, RE. -2 Jerry A. Bourdon, RE. • Mark A. Hanson, RE. Senior Consultants: Robert W. Rosene, PE. Joseph C. Anderlik, P.E. Richard E. Turner, RE. Susan M. Eberlin, CPA. Associate Principals: Keith A. Gordon, PE. Robert R. Pfefferle, RE. Richard W Foster, RE. David O. Loskota, PE Michael T. Rautmann, RE. • Ted K. Field, PE. Kenneth P Anderson, PE. • Mark R. Rolfs, RE. • David A. Bonestroo. M.B A. Sidney P Williamson, RE., L.S. • Agnes M. Ring, M.3 A. • Allan Rick Schmidt. RE. • Thomas W Peterson, RE. James R. Maland, PE. • Miles B. Jensen, P.E. • L Phillip Gravel III, PE. • Daniel J. Edgerton, RE. • Ismael Martinez, P.E. Thomas A. Syfko, RE. • Sheldon J. Johnson • Dale A. Grove, RE. • Thomas A. Roushar, RE. • Robert J. Devery, RE. Offices: St. Paul, St. Cloud, Rochester and Willmar, MN • Milwaukee, WI • Chicago, IL Website: www.bonestroo.com RE: File No. 503-01-102 Wastewater Treatment Expansion Construction Services East Plant Invoice No. ,0 �15-8�<.d For Professional Services Rendered October 26, 2003 through January 3, 2004 Engineering services for Construction of East Wastewater Treatment Plant Expansion Project Manager 1.0 Hrs. @ $96.00 $96.00 Field Supervisor 9.5 Hrs. @ $74.00 703.00 Senior Inspector 6.0 Hrs. @ $74.00 444.00 Word Processor 0.5 Hrs. @ $44.00 22.00 Subtotal $1,265.00 Reimbursable Expenses Mileage $26.65 Telephone Expense 2.27 Subtotal 28.92 Total Amount Due This Invoice $1,293.92. All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik, & Associates, Inc. 12% after 30 days. 1 declare under penalties of perjury that 1 am the person making the within claim; that I have examined said claim and that the same is just and true; that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed by law; and that no part of said claim has been paid. The effect of this verification shall be the same as if subscribed and sworn to under oath. I Signature of Claimant 2335 West Highway 36 • St. Paul, MN 55113 ■ 651-636-4600 ■ Fax: 651-636-1311 c � -a'C� t 9 Bonestroo, Rosene, Anderlik and Associates, Inc. is an Affirmative Action/ ual Opportunity Employer Bonestroo and Employee Owned Rosene Principals: Otto G. Bonestroo. PE. • .Marvin I. Sorvala, RE • Glenn R Cook, PE • Robert G. Schunrcht, PE. Jerry A. Bourdon, PE. • Mark A. Hanson. P.E. Anderlik & Associates Engineers & Architects February 6, 2004 City of Otsego 8899 Nashua Avenue NE Otsego, MN. 55330 Senior Consultants: Robert W. Rosene. PE. • Joseph C. Anderlik. PE. • Richard E. Turner, PE. • Susan M. Eberlin, CEA Associate Principals: Keith A. Gordon, PE. • Robert R. Pfefferie. PE. • Richard W Foster. PE. • David O. Loskota, PE. Michael T Rautmann. PE. • Ted K. Field, P.E. Kenneth P. Anderson. PE. • Mark R. Rolfs. PE. • David A. Bonestroo, MA A. Sidney P Williamson, PE.. L.S. • Agnes M. Ring. M.B.A. • Allan Rick Schmidt. PE. • Thomas W Peterson, PE. James R. Maland, PE. Mites B. Jensen, PE. • L. Phillip Gravel III, P.E. • Daniel J. Edgerton. PE. • Ismael Martinez, PE. Thomas A. Syfko. PE. • Sheldon J. Johnson • Dale A. Grove, P.E. • Thomas A. Roushar, PE. • Robert J. Devery, PE. Offices: St. Paul. St. Cloud. Rochester and Willmar. MN • Milwaukee, WI • Chicago. IL Website: ww w. bones troo.com Invoice No. :1.()58C U RE: File No. 503-02-107 West Wastewater Treatment Plant _r For Professional Services Rendered October 26, 2003 through January 3, 2004 General engineering services performed for West Wastewater Treatment Plant Project - Construction Phase Senior Principal 12.0 Hrs. @ $115.00 $1,380.00 Project Manager 51.0 Hrs. @ $106.00 5,406.00 Project Manager 2.0 Hrs. @ $96.00 192.00 Registered Engineer 32.0 Hrs. @ $96.00 3,072.00 Registered Engineer 56.5 Hrs. @ $90.00 5,085.00 Senior Designer 11.5 Hrs. @ $80.00 920.00 Senior Crew Chief 9.0 Hrs. @ $80.00 720.00 Field Supervisor 41.5 Hrs. @ $74.00 3,071.00 Senior Inspector 224.0 Hrs. @ $74.00 16,576.00 Graduate Engineer 2.5 Hrs. @ $78.00 195.00 Graduate Engineer 25.5 Hrs. @ $69.00 1,759.50 Inspector 31.0 Hrs. @ $63.00 1,953.00 Inspector 9.5 Hrs. @ $56.00 532.00 Draftsperson 0.5 Hrs. @ $55.00 27.50 Project Tech 0.5 Hrs. @ $44.00 22.00 Project Tech 1.5 Hrs. @ $41.00 _ 61.50 Subtotal Direct Project Expenses $40,972.50 Mileage $234.79 Wentz Associates Invoice #03-038.04 dated 12/5/03 $555.50 Total Station Equipment 9.0 Hrs. @ $25.00 225.00 Telephone _ 66.30 Subtotal 1,081.59 Total Amount Due This Invoice $42,054.09 All bills due and payable within 30 days. Interest will be charged at the annual rate of Bonestroo, Rosene, Anderlik of Associates, Inc. 12% after 30 days. I declare under penalties of perjury that I am the person making the within claim: that 1 have examined said claim and that the same is just and true: that the services therein charged were actually rendered and were of the value therein charged; that the fees therein charged are official and are such as allowed by law; and that no panof said claim has been paid. The effect of this verification shall be the same as if by _ subscribed and sworn to under oath. Signature of Claimant 2335 West Highway 36 • St. Paul, MN 55113 • 651-636-4600 ■ Fax: 651-636-1311 Wentz Associates, Inc. Phone: (952) 831-1180 7300 France Avenue South Fax: (952) 831-2179 Edina, Minnesota 55435 E -Mail: info@wentzassoc.com Over 25 Years of Consulting Engineering Service December 5, 2003 Invoice No.: 03-038.04 c�7` Project Title: Otsego West WWTF Bill To: Ms. Karen Cavett Bonestroo Rosene Anderlik & Associates 2335 West Highway 36 St. Paul, Minnesota 55113 Contract Type: Lump Sum in the Amount of: $ 14,500 - Construction Documents & Bid CA/Hourly Services Expenses Total Previously Invoiced: $ 14,500.00 $ -0- $ 14,500.00 Payment to Date: $ _0_ Period: 10/1/03 - 11/30/03 Consulting engineering services rendered for Construction Administration. Professional En ig•n, eering Services: Mechanical: Engineer: 5-1/2 Hours @ $ 101.00/hour $ 555.50 Sub -Total Services $ 555.50 Total Due This Invoice $ 555.50 Thank you. <_�_� Q, Thomas A. Wentz ITEM 5.3 Bonestroo Owner: City of Otsego 8899 Nashua Ave NE, P O Box 571, Otsego, MN, 55330-73 Date: February 5, 2004 0 ene AnFor Period: 1/13/2004 to 2/4/2004 Anderlik & Request No: 3 Associates Contractor: Rice Lake Construction Group County Road 12, P O Box 571, , Deerwood, MN, 56444 Engineers 6 Architects CONTRACTOR'S REQUEST FOR PAYMENT OTSEGO WASTEWATER TREATMENT FACILITY BRA FILE NO. 503-02-107 CLIENT PROJECT NO. CLIENT CONTRACT NO. SUMMARY 474 1 Original Contract Amount �. r T� 356,000.00 2 Change Order - Addition $ 0.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 3 Recommended for Approval by: BONESTROO, ROSE) E, ANDERLIK 8, ASSOCIATES, INC. Approved by Contractor: RICE LAKE CONSTRUCTION GROUP Attached Specified Contract Completion Date: December 1, 2004 50302107 Req 3 Approved by Owner: CITY OF OTSEGO Date: $ 6,356,000.00 $ 982,272.00 $ 0.00 $ 982,272.00 $ 49,113.60 $ 933,158.40 $ 655,240.65 $ 0.00 $ 277 917.75 REQUEST FOR PAYMENT ROJECT: WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 DATE: January 26, 2003 REQUEST FOR PAYMENT NO.: 3 FOR PERIOD: 12/28103 thru 1/24/04 CONTRACTOR: RICE LAKE CONSTRUCTION GROUP, P.O. BOX 517, DEERWOOD, MN 56444 SUMMARY: ORIGINAL CONTRACT AMOUNT CHANGE ORDER - Addition CHANGE ORDER - Deduction REVISED CONTRACT AMOUNT VALUE COMPLETED TO DATE PREVIOUS PAYMENTS AMOUNT DUE THIS REQUEST FOR PAYMENT ESCROW ACCOUNT: PREVIOUS AMOUNT IN ESCROW 34,486.00 TRANSFER TO ESCROW ACCOUNT 14,627.00 TOTAL AMOUNT IN ESCROW ACOUNT 49,113.00 Submitted: Rice Lake Construction Group Wade Leonard Recommended: Bonestroo, Rosene, Anderlik & Assoc. Stephan L. Alm, P.E. Approved: City of Otsego 6,3 34,000.00 0.00 0.00 6,384 000.00 982,272.00 689,727.00 292,545.00 Date Date Date BEQUEST FOR PAYMENT RICE LAKE CONSTRUCTION GROUP P.O. BOX 517, 22360 COUNTY ROAD 12 DATE: January 26, 2003 DEERWOOD, MN 56444 REQUEST FOR PAYMENT NO.: 3 WASTEWATER TREATMENT FACILITY OTSEGO, MN RLCG PROJECT NO. 03-16 BRA FILE NO. 503-02-107 ----CONTRACT AMOUNT---- ----ESTIMATE AMOUNT ---- ITEM # DESCRIPTION QTY U/M UNIT TOTAL QUANTITY PREV. QUANTITY QUANTITY AMOUNT 1010 MOBILIZATION 1 LS 244,800.00 244,800.00 0.95 THIS EST. TO DATE TO DATE 1020 PERFORMANCE BOND 1 LS 72,270.00 72,270.00 1.00 0.05 1.00 244,800.00 1030 PROJECT INSURANCE 1 LS 9,230.00 9,230.00 1.00 1'00 72,270.00 1080 DEMOBILIZATION 1 LS 5,800.00 5,800.00 0.00 1'00 9.230.00 2200 EARTHWORK 0.00 - A Lump Sum a Remove Unsuitable Materials 1 LS 1,000 CY 487,000.00 487,000.00 0.11 0.15 0.26 126,620.00 c Install Granular Materials 1,000 CY 6.00 1400 6,000.00 1400000 0.00 0.00 2320 SITE PIPE . ,. O p0 0.00 _ A Pipe Materials 1 LS 198,870.00 198,870.00 0.66 B Precast Manholes 1 LS 24,360.00 24,360.00 1.00 0.66 131,254.00 C Castings 1 LS 1,330.00 1,330.00 1.00 1.00 24,360.00 D Installation 1 LS 242,350.00 242,350.00 0,29 1.00 1,330.00 2630 STORM DRAINAGE 0.29 70,281.00 A Pipe Materials 1 LS 8,060.00 8,060.00 1.00 a Installation 1 LS 5,600.00 560000 0 1'00 8,060.00 2635 DRAIN TILE , . .00 0.00 _ A Pipe Materials 1 LS 14,630.00 14,630.00 0.00 2820 B Installation RETAINING WALLS 1 LS 16,600.00 16,600.00 0.00 0.00 0.00 2830 FENCE & GATES 1 LS 1 LS 8,000.00 8,000.00 0.00 0.00 2920 SEEDING & SODDING 1 LS 25,990.00 25,990.00 0.00 0.00 2930 LANDSCAPING 1 LS 28,750.00 28,750.00 0.00 0.00 3200 REINFORCING STEEL 20,480.00 20,480.00 0.00 0.00 - A Materials e Installation 325 TON 325 504.00 163,800.00 95.00 8.00 103.00 51,912.00 3300 CONCRETE WORK TON 430.00 139,750.00 14.00 52.00 66.00 28,380.00 A Pretreatment Building 469 CY 484.00 226,996.00 0.00 B Anaerobic Basin 200 CY0.00 484.00 96,800.00 0.00 _ c Oxidation Ditch 516 CY 484.00 249,744.00 0.00 0.00 D Clarifier No. 1 230 CY 484.00 111,320.00 0.00 0.00 E Clarifier No. 2230 CY 484.00 111,320.00 0.00 0.00 F Final Clarifier Splitter Box 11 CY 484.00 5,324.00 0.00 0.00 G Sludge Thickening Building 522 CY 484.00 252,648.00 0.00 0.00 H Aerobic Digesters 152 CY484.00 73,568.00 68.00 84.00 0.00 - 1 Sludge Thickening Tank 610 CY 484.00 295,240.00 0.00 152.00 73,568.00 i U. V. Building 186 CY 484.00 90,024.00 0.00 142.00 142.00 68,728.00 K Control Building 112 CY 484.00 54,208.00 0.00 0.00 - L Misc. Concrete 42 CY 484.00 20,328.00 0.00 0.00 3400 PRECAST CONCRETE 1 LS 36,800.00 36,800.00 0.00 0.00 4200 MASONRY 0.00 A Materials 1 LS 31,860.00 31,860.00 0.00 B Installation 1 LS 51,030.00 51,030.00 0.00 0.00 5500 MISC. METALS 0.00 A a Materials Installation 1 LS 123,000.00 123,000.00 0.00 0.09 0'09 11,070.00 100 ROUGH CARPENTRY 1 LS 33,550.00 33,550.00 0.00 0.00 - A Pretreatment Building 1 LS 18,670.00 18,670.00 0.00 B Sludge Thickening Building1 LS 20,870.00 20,870.00 0.00 0.00 C U. V. Building 1 LS 12,510.00 12,510.00 0.00 0.00 D Control Building 1 LS 17,220.00 17,220.00 0.00 0.00 0.00 6110 PLYWOOD ROOF MATERIALS A Pretreatment Building 1 LS 5,790.00 5,790.00 0.00 0.00 8 Sludge Thickening Building 1 LS 12,310.00 12,310.00 0.00 0.00 C U. V. Building 1 LS 5,430.00 5,430.00 0.00 0.00 D Control Building 1 LS 12,670.00 12,670.00 0.00 0.00 6190 WOOD TRUSSES A Pretreatment Building 1 LS 6,930.00 6,930.00 0.00 0.00 e Sludge Thickening Building 1 LS 14,720.00 14,720.00 0.00 0.00 C U. V. Building 1 LS 6,490.00 6,490.00 0.00 0.00 D Control Building 1 LS 15,160.00 15,160.00 0.00 0.00 6630 FRP COVERS A Materials 1 LS 69,400.00 69,400.00 0.00 0.00 s Installation 1 LS 14,240.00 14,240.00 0.00 0.00 7110 WATERPROOFING 1 LS 6,750.00 6,750.00 0.00 0.00 7200 RIGID INSULATION A Pretreatment Building 1 LS 1,170.00 1,170.00 0.00 0.00 B Sludge Thickening Building 1 LS 1,560.00 1,560.00 0.00 0.00 c U. V. Building 1 LS 1,170.00 1,170.00 0.00 0.00 D Control Building 1 LS 1,710.00 1,710.00 0.00 0.00 7212 BATT INSULATION A Pretreatment Building 1 LS 1,920.00 1,920.00 0.00 0.00 B Sludge Thickening Building 1 LS 3,590.00 3,590.00 0.00 0.00 c U. V. Building 1 LS 1,940.00 1,940.00 0.00 0.00 D Control Building 1 LS 3,460.00 3,460.00 0.00 0.00 7310 SHINGLES A Pretreatment Building 1 LS 3,420.00 3,420.00 0.00 0.00 B Sludge Thickening Building 1 LS 7,280.00 7,280.00 0.00 c U. V. Building 1 LS 3,210.00 3,210.00 0.00 0.00 0.00 D Control Building 1 LS 7,490.00 7,490.00 0.00 0.00 7460 METAL SIDING A Pretreatment Building 1 LS 37,850.00 37,850.00 0.00 0.00 B Sludge Thickening Building 1 LS 22,200.00 22,200.00 0.00 0.00 c U. V. Building 1 LS 24,610.00 24,610.00 0.00 0.00 D Control Building 1 LS 22,640.00 22,640.00 0.00 0.00 7920 CAULKING 1 LS 7,950.00 7,950.00 0.00 0.00 8110 H.M.& FRP DOORS A Materials 14 EA 2,370.00 33,180.00 0.00 0.00 a Installation 14 EA 225.00 3,150.00 0.00 0.00 8330 OVERHEAD DOORS 2 EA 3,900.00 7,800.00 0.00 8500 ALUMINUM ENTRANCES 1 LS 23,660.00 23,660.00 0.00 0.00 9510 ACOUSTICAL CEILING 1 LS 6,140.00 6,140.00 0.00 0.00 9800 PAINTING 1 LS 96,400.00 96,400.00 0.00 0.00 0.00 10165 TOILET COMPARTMENTS A Materials 1 LS 470.00 470.00 0.00 0.00 s Installation 1 LS 280.00 280.00 0.00 0.00 10200 LOUVERS A Materials 19 EA 100.00 1,900.00 0.00 0.00 B Installation 19 EA 120.00 2,280.00 0.00 0.00 10400 PLASTIC SIGNS A Materials 1 LS 2,380.00 2,380.00 0.00 0.00 B Installation 1 LS 470.00 470.00 0.00 0.00 10500 LOCKERS A Materials 1 LS 2,800.00 2,800.00 0.00 0.00 e Installation 1 LS 350.00 350.00 0.00 0.00 10520 FIRE EXTINGUISHERS A Materials 11 EA 70.00 770.00 0.00 0.00 B Installation 11 EA 20.00 220.00 0.00 0.00 10650 DECORATIVE FENCE 1 LS 11,800.00 11,800.00 0.00 10800 TOILET ACCESSORIES 0.00 A Materials 1 LS 660.00 660.00 0.00 0.00 s Installation 1 LS 180.00 180.00 0.00 0.00 11117 VORTEX GRIT PUMP 1 EA 8,230.00 8,230.00 0.00 0.00 1205 SCREW CONVEYOR & ROTARY DRUM A Materials 1 LS 46,200.00 46,200.00 0.00 0.00 e Conveyor - Installation 1 LS 2,550.00 2,550.00 0.00 0.00 c Rotary Drum - Installation 1 LS 1,700.00 1,700.00 0.00 0.00 11240 CHEMICAL FEED EQUIPMEN 1 LS 29,600.00 29,600.00 0.00 0.00 11262 U. V. EQUIPMENT A Materials 1 LS 76,680.00 76,680.00 0.00 0.00 e Installation 1 LS 1,200.00 120000 , . . 000 0.00 11304 CLARIFIERS & GRIT EQUIPMENT A Materials 1 LS 83,630.00 83,630.00 0.00 0.00 B Clarifiers - Installation 2 EA 6,430.00 12,860.00 0.00 c Grit Equipment -Installation 1 LS 1,990.00 1,990.00 0.00 0.00 11306 SUB. SEWAGE PUMPS 3 EA 19,160.00 57,480.00 0.00 0.00 11312 PROGRESSIVE CAVITY PUM 1 EA 35,000.00 35,000.00 0.00 0.00 11328 VORTEX GRIT CHAMBER 0.00 A Materials 1 LS 17,660.00 17,660.00 0.00 0.00 B Installation 11348 SAMPLERS 1 LS 1,200.00 1,200.00 0.00 0.00 A Materials 1 LS 7,920.00 7,920.00 0.00 0.00 B Installation 1 LS 300.00 300.00 0.00 0.00 11361 GBT & POLYMER EQUIPMENT A Materials 1 LS 107,530.00 107,530.00 0.00 0.00 B Installation 1 LS 5,090.00 5,090.00 0.00 0.00 11377 P. D. BLOWERS 3 EA 10,240.00 30,720.00 0.00 11378 COARSE BUBBLE DIFFUSER 1 LS 10,700.00 10,700.00 0.00 0.00 11381 CARROUSEL AERATORS 0.00 A Materials 2 EA 46,860.00 93,720.00 0.00 0 B Installation 2 EA 2,120.00 4,240.00 0.00 .00 0.00 11383 VORTEX MIXING SYSTEM 1 LS 67,940.00 67,940.00 0.00 11386 SUB. TANK MIXERS 0.00 - A Materials 3 EA 9,330.00 27,990.00 0.00 0.00 B Installation 11600 LABORATORY EQUIPMENT 3 EA 1 LS 450.00 1,350.00 0.00 0.00 11691 ODOR CONTROL SYSTEM 1 LS 40,000.00 39,000.00 40,000.00 39,000.00 0.00 0.00 12505 BLINDS 1 LS 640.00 640.00 0.00 0.00 0.00 12600 LABORATORY FURNITURE 1 LS 31,500.00 31,500.00 0.00 0.00 12620 FURNITURE 1 LS 5,000.00 5,000.00 0.00 0.00 13301 MAG METERS 3 EA 3,660.00 10,980.00 0.00 3.00 0.00 15000 MECHANICAL 3.00 10,980.00 A Mobilization B Sluice Gates 1 LS 30,000.00 30,000.00 0.00 0.500 0.50 15,000.00 Materials 1 LS 35,000.00 35,000.00 0.00 0.00 Labor c DIP 1 LS 4,500.00 4,500.00 0.00 0.00 - Materials Labor 1 LS 145,000.00 145,000.00 0.00 0.07 0.07 10,150.00 D Hangers 1 LS 126,490.00 126,490.00 0.00 0.02 0.02 2,529.00 Materials 1 LS 10,000.00 10,000.00 0.00 0.00 Labor E Valves - Materials 1 LS 1,000.00 1,000.00 0.00 0.00 F Insulation 1 LS 48,000.00 48,000.00 0.00 0.00 G Underground Pipe 1 LS 20,810.00 20,810.00 0.00 0.00 Materials Labor 1 LS 15,000.00 15,000.00 0.00 0.41 0.41 6,150.00 H Vent Pipe 1 LS 20,000.00 20,000.00 0.00 0.32 0.32 6,400.00 Materials 1 LS 10,000.00 10,000.00 0.00 0.00 Labor 1 LS 12,000.00 12,000.00 0.00 0.00 i Domestic Water Pipe - Materials 1 LS 15,000.00 15,000.00 0.00 0.00 Labor ,i Excavation & Backfill 1 LS 16,000.00 16,000.00 0.00 0.00 K Fixtures 1 LS 9,000.00 9,000.00 0.00 000 Materials 1 LS 12,000.00 12,000.00 0.00 0.00 Labor 1 LS 1,500.00 1,500.00 0.00 000 L CO/FD/RD Materials 1 LS 18,500.00 18,500.00 0.00 0.00Labor 1 LS 15,000.00 15,000.00 0.00 0.00 M Water Heater - Materials 1 LS 5,000.00 5,000.00 0.00 G.00 Labor 1 LS 500.00 500.00 0.00 0.00 N Chemical Piping Materials Labor 1 LS 5,000.00 5,000.00 0.00 0.00 1 LS 2,500.00 2,500.00 0.00 0.D0 _ o Gas Pipe 3,500.00 0.00 Materials 1 LS Labor 1 LS P Pump & Accessories Installation 0.00 0.00 _ Materials 1 LS Labor 1 LS o Controls 1 LS R HVAC 1 LS 16000 ELECTRICAL 1 LS 3,500.00 3,500.00 0.00 0.00 4,500.00 4,500.00 0.00 0.00 - 6,500.00 6,500.00 0.00 0.00 _ 1,500.00 1,500.00 0.00 0.00 _ 14,700.00 14,700.00 0.00 0.00 _ 159,500.00 159,500.00 0.00 0.00 _ 566,750.00 566,750.00 0.00 0.016 0.016 9,200.00 JU[i 1 U I AL: 6,384,000.00 982,272.00 CHANGE ITEMS SUBTOTAL: TOTAL: 6,384,000.00 982,272.00 PROJECT PAYMENT STATUS OWNER CITY OF OTSEGO CLIENT PROJECT NO. BRA FILE NO. 503-02-107 CONTRACTOR RICE LAKE CONSTRUCTION GROUP CHANGE ORDERS Nn n-4— PAYMENT SUMMARY No. From Retainage Completed 12/11/03 1 12,401.50 248,030.00 12/01/2003 2 34,486.35 12/12/2003 3 277,917.75 01/13/2004 Material on Hand Total Payment to Date Retainage Pay No. 3 Total Amount Earned 50302107 Req 3 To Payment Retainage Completed 12/11/03 235,628.50 12,401.50 248,030.00 01/12/04 419,612.15 34,486.35 689,727.00 02/04/04 277,917.75 49,113.60 982,272.00 933,158.40 —Original Contract 49,113.60 Change Orders 982,272.00 Revised Contract 356,000.00 $6,356,000.00 reo 1d eU04 14:51 DFA JAN -22-04 THU 12;52 PM 612 332 0936 p.2 AMERICAN L;BERTY CONS- FAX NO, 763 477 9600 P. 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I SO.00 Tui.. n........ r.. ._ n..__ e- S1,029.06: 100•/ - -- ----- - I- -.-1-1 ~.11tee ScfiOol IGlolllJtl:lbCS - L.OI-,-L.LI� S -,029.D6 JJ1L,JLI.Lt) $3,029.06 au_VU SU,OU SI2,521,Z - 1W _ 50.00 �- $0.00 Four Sail Corrections School Knoll 52,093.44 SO.00 30.00 S1,029.06: 100•/ 50.00 ; S0.00 Seven PP Entrance Aprons 52,679 44 52,093.44 52,679.44 MAD SO.00 S0.00 $2,093.44 ' 100% 1 50.00 i S0.00 Eight lraigarion rain senses 5346.67 S3-06.67 50.00 S0.00 S0.00 $2,679.44 ]00'.6: $0.00 50.00 Ninr. PP Revised site plan 52:,909.30 S22,909.30 50.00 50.00 S346.67 100%% S0.00_ 50.00 S22,909.30 Six RI CLrb Guttu revisioru 589432 S894.J2 S0.00 50.00 -IOr,% S000 SO.M 5394.32 105% 50.00 50.00 Thtileen SK Watcrlinc S2,419.46 52,419.46 SD.00 50.00 S2,419A6 ' i 100%. SO.00 50.00 Frtunren Dedacl SK 9'-0 trail (5_100.00) $0.00 (5500.00) 50005500.0 !ob-% : 50.00: 50.00 FiRrea Credit Owner Power(S39.21)- 50.00 ($;9.21) $0.00 - 539.2111 100•/:50.00 50.00 Sixtrcit CrcrlitSmalier5upt-,Maples (54,070.15) 50.00 (54,070,15) $0.00 ($4,070.15 100%; so.00 5n an - 50.00 50.00 S0.00 SO 00 ifI)rv;o!; SnAo �oOO 50.00 50.00 SO.00 50.00 j'DJW0j 50.001 S0.00 50.00 50.00 $0.00 SO.00 �D1V/0! Se On [ SO.00 CurrentCon[raRAn[Pun 50.00 t S1,037,133.11 , St,021,46R.7R 50-00 50.60 $0.00 ' #D7V& 50.00 i SO.00 515,664.44 i S0.00 I 51,037,13,1.22 ` l00`Y�1 SD.OD S1,560,00 Re iwtf for Change Orders (linapproted)j #1 Ten PP Baseball Vs Soc:er Fitid 525,936.?0 r 50.00 50.00 MOD 50.00 0%a: S25.9i6.70 ' 30.00 E_'etest projectDel2vs 56,779.39 50.00 )0.00 50.00 50.00 0%.. 7119Tvrclve SK PaNilion Footings 54,: i4.00 SD.DO 50.00 50.00 SO.00 `D o 'C�7� ;,00 S0_00 S0.0G SC,^G 50.00 So.en i -D N,/O! I SO 610 I SO -CIO 5013^ S0.00 50.00 50.00 I �I�r.KI! iC.c►0 SON L'sturmfed Con tract .trnarut c7.0,3,96331 S1,OL] 466.,3 315.664.44: 50.00 5,,03;,133'2 ; 97%: 5-36.530 51,S60.CD G3r3!: F,:o:�=;'ralUcs OSZ!2.Is 1 A31ERICAIN LIBERTY CONSTRUCTION. . INC_ Schedule nfVf,1ues / NV Application eco i� eUU4 14:52 DFA 6 12 33f2Tf bd 10.3 p-5 �•I AUG -07-03 THU 11:11 Pr AMERICAN LIBERTY CONST FAX NO, 763 477 9600P, 0' 0 1 AMERICAN 5900 Main Street P.O, Box 547 t L I BERTY Rockford, MN 55373 CONSTRUCTION, INC. Phone: (163) 477.9900 UPY-41nLc0'411Ac10ras Fax: (763) 477-9600 August H, 2003 Ellen Stewart (F) 612.332-0936 Damon Farber Associates 923 Nicoliet Mall Minneapolis, MN 55402 R5; '1 hreo City Po-ks Otsepa, MN Contr-aCt #: D7402.142, 02.163, 02-179 Change order proposal No. ELEVEN During the Initial site surveying of Prairie Park by American Liberty, it cues discovered that the gracing plan was inaccurnle. (Damon Farber Assoc. were notified on 05/06103. The existing site grading was verified by 1'lBkan90n Anderson oild a revised gradirg plan was reissued dated 06(06103. (The costs of the revised or -wing nod changes have been addressed in RFCO #9.) The following costs arc for deloys In construction heal resulted from the inaccurate grading plan. A total of 22 working days wgrc lost for construction at Prairie Park. Construclion efforts were redirecled to School Knoll Park after the grad'ng at tha! park was verified ane cormcled. We are billing for 12 lost days as no productive work could be accomplished until 05129/03 (16 days) and allowing for 4 rain days General Contractor Forces: Time Extension 12 Days @ 1 460 /Day $ 5,520.00 01310(g) Project Manager Hours 0 S 55 /Hour 01312(g) Super intend aril- Hours ® $ SS /Hour s _ 01314(8) Carpenter Hours ® S 45 /Hour 6ubtulal $ Overhead 10% $ 5,520.00 Subtotal E 552.00 Subcontractor Forces; 072.00 Subtotal $ - Preifil 10% $ 6,072.00 Subtotal $ 607.20 Bohol / Insurance 1.50% 5 8,679.20 TOTAL AMOUNT THIS CHANGE ORDER � 100.10 i 6,779.39 The ncceptanc0 of this Change Order will add 16 days to the substantial completion and fin01 cxn'nptetion oases Al a rote of See Above /day, Proposal Subject to change if not accepted within 10 days- Please call if there are flny questions or comments. Vory Iruly yours, Ac e�' For- City of Otsego Art scan Llbe Cc struction, Inc, fi4ward Jacebso - Project Nlonoger Date: Allirmalive Action / Equal 0pportunily Employer Consent Agenda 2/23/04 City of Otsego Project Name Pay Estimate # Project No. Contractor Amount Water Tower #2 4 03-02 C B & I $137,398.50 Pumphouse #3 6 03-04 EnComm $51,879.27 Total $188,277.77 Pay Estimate No. 4 City of Otsego Elevated Water Storage Tank and Tower #2 -,wary 23, 2004 able Mayor & City Council .._, of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 RE: Watertower #2 Pay Estimate No. 4 Contractor: CB & I Contract Amount: 1,162,600.00 Award Date: May 20, 2003 Completion Date: August 2, 2004 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower Total - Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $721,590.00 ot514pe#2 PE - 1 Pay Estimate #4 2/17/04 Estimated Item Number of Contract Used To - No. Description Units Unit Unit Cost Amount Date Extension Provide foundation design prepared by Professional Engineer registered in the State of 1 IMinnesota, based on loading data in Division 13. 1 LS $10,000.00 $10,000.00 100% $10,000.00 Provide steel tank & tower design, including anchorage prepared by Professional Engineer registered in the State of Minnesota based on the tans ands ecificaitons. 1 LS $10,000.00 $10,000.00 100% $10,000.00 Construct tank & tower foundation including excavation, concrete, backfill, and anchorage per 3 approved design. 1 LS $84,500.00 $84,500.00 100% $84,500.00 Furnish and install piping, including watermain, riser & overflow, valves, fittings, hydrant, and 4 insulation per plans andspecifications. 1 LS $14,300.00 $14,300.00 10% $1,430.00 Furnish and erect the 1,000,000 gallon fluted pillar elevated water tower and tank including all appurtenances as provided on plans and 5 specifications. 1 LS $803,500.00 $803,500.00 76% $610,660.00 Furnish and apply coatings on the steel surfaces of the fluted pillar elevated water tower tank as 6 specified. 1 LS $170,000.00 $170,000.00 Furnish and install electrical and control devices 7 as providedfor in the plans andspecifications 1 LS $26,000.00 $26,000.00 8 Mobilization and Demobilization. 1 LS $10,000.00 $10,000.00 50% $5,000.00 TIZ ish and apply coatings for logo on the wate r as shown on the plans asspecified. 1 LS $3,000.00 $3,000.00 Total - Bid Schedule "A" - 1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $721,590.00 ot514pe#2 PE - 1 Pay Estimate #4 2/17/04 Pay Estimate No. 4 City of Otsego Elevated Water Storage Tank and Tower #2 chedule "B" - Site Work Total - Bid Schedule "B" - Site Work $31,300.00 $7,200.00 SUMMARY OF BIDDING Bid Schedule "A" -1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $721,590.00 Bid Schedule "B" - Site Work $31,300.00 $7,200.00 TOTAL $1,162,600.00 $728,790.00 Work Completed To -Date $728,790.00 Less 5% Retainage $36,439.50 Less Previous Payments $554,952.00 We Recommend Partial Payment of: $137,398.50 APPROVALS: CONTRACTOR: CB&I Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title OWNER: CITY OF OTSEGO Signed: Title Date: Date: ot514pe#2 PE -2 Pay Estimate #4 2/17/04 Estimated Item Number of Contract Used To - No. Description Units Unit Unit Cost Amount Date Extension All site work including topsoil salvage and replacement, excavation, import and compacting of borrow material and aggregate base, placement of bituminous wear and course filter material and construction of concrete splash pad, 10 apron and sidewalk. 1 LS $24,000.00 $24,000.00 10% $2,400.00 Erosion Control items such as bale check, silt 11 fence and rock construction entrance. 1 LS $4,800.00 $4,800.00 100% $4,800.00 All restoration including seeding, fertilizing and 12 mulch 1 1 LS $2,500.00 $2,500.00 Total - Bid Schedule "B" - Site Work $31,300.00 $7,200.00 SUMMARY OF BIDDING Bid Schedule "A" -1,000,000 Gallon Water Storage Tank and Tower $1,131,300.00 $721,590.00 Bid Schedule "B" - Site Work $31,300.00 $7,200.00 TOTAL $1,162,600.00 $728,790.00 Work Completed To -Date $728,790.00 Less 5% Retainage $36,439.50 Less Previous Payments $554,952.00 We Recommend Partial Payment of: $137,398.50 APPROVALS: CONTRACTOR: CB&I Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title OWNER: CITY OF OTSEGO Signed: Title Date: Date: ot514pe#2 PE -2 Pay Estimate #4 2/17/04 23 -Feb -04 Honorable Mayor & City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, MN 55330 PAY ESTIMATE NO. 6 City of Otsego Improvement Project 03-04 Pumphouse #3 RE: WATER TREATMENT PLANT / PUMP HOUSE #3, WELL PUMPS #4 & #5 AND SCADA SYSTEM, COP 03-04 Pay Estimate No. 6 Contractor: EnComm Midwest, Inc. Original Contract Amount: $ 802,707.00 Contract Amount After Change Orders: $ 867,247.00 Award Date: June 12, 2003 Completion Date: April 30, 2004 Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: PART Bid Schedule "A" - Site Work Encomm Midwest Item No. Description Estimated Number of Units Unit Unit Price Contract Price Used To - Date Extension 1 Gradinq and Excavation 1 LS $2,500.00 $2,500.00 90% $2,250.00 2 Structural Backfill LV 400 CY $13.50 $5,400.00 510 $6,885.20- 3 Class V Gravel LV 160 TON $16.00 $2,560.00 65 $1,722.50 4 Bituminous Wear Course Type LV2 70 TON $83.00 $5,810.00 77 $3,696.00 5 6" Concrete Walk - Well Head Pad 47 SY $38.00 $1,786.00 33 $1,666.50 6 Silt Fence 300 LF $2.00 $600.00 150 $300.00 7 Seedin includes seed 0.2 AC $3,200.00 $640.00 83 $9,545.00 8 Mulchin includes disk anchorin 0.4 TON $1,000.00 $400.00 9 Fertilizer 100 LBS $1.00 $100.00 $2,670.00 $12,150.00 1 $4,150.00 9A JGeogrid HDPE Structural Soils Material- C.O.#1 890 SY $3.00 890 $2,670.00 Crushed Concrete & Asphalt Recycle 1-1/2" to 3" 96 Material- C.O.#1 405 TONS $30.00 405 $12,150.00 Total - Bid Schedule "A" $34,616.00 $24,255.00 Bid Schedule "B" Yard Pipinq Total - Bid Schedule "B" $42,675.00 $46,077.00 o1516pe-1 Pay Estimate No. 6 2/17/04 Estimated Item Number of Used To - No. Description Units Unit Unit Price Extension Date Extension 10 4" Drain Pipe Sch 40 PVC 60 LF $26.50 $1,590.00 65 $1,722.50 11 3" DIP Class 52 Mechanical Joints 70 LF $48.00 $3,360.00 77 $3,696.00 12 6" DIP Class 52 Mechanical Joints 30 LF $50.50 $1,515.00 33 $1,666.50 13 12" DIP Class 52 Mechanical Joints 180 LF $77.00 $13,860.00 186 $14,322.00 14 16" DIP Class 52 Mecanical Joints 80 LF $115.00 $9,200.00 83 $9,545.00 48" Sanitary Manhole/Include Backwash Air Break 15 Piping and 6" PVC SDR35 Stub Out 1 EACH $4,150.00 $4,150.00 1 $4,150.00 16 Fittings 1000 LBS $3.50 $3,500.00 1600 $5,600.00 Floor Drain Line and Seepage Manhole-C.O.#2 1 LS $5,250.00 $5,250.00 1 $5,250.00 r16A Remove & Reinstalling Fire Hydrant in Temporary 16B lAccess Road- C.O.#2 1 I LS $250.00 1 $250.00 1 501/6 $125.00 Total - Bid Schedule "B" $42,675.00 $46,077.00 o1516pe-1 Pay Estimate No. 6 2/17/04 Bid Schedule "C" - Well Pump and Appurtenances PAY ESTIMATE NO. 6 City of Otsego Improvement Project 03-04 Pumphouse #3 Item No. Description Estimated Number of Units Unit Unit Price Extension Used To - Date Extension 17 Submersible Well Pump & Motor 2 EACH $14,750.00 $29,500.00 0.9 $13,275.00 18 Electric Cable Submersible (Pump to Well Head 400 LF $6.50 $2,600.00 19 6" Drop Pie 400 LF $17.25 $6,900.00 20 Pitless Adapter Unit 2 EACH $20,250.00 $40,500.00 1.3 $26,325.00 21 Excavation & Backfill for Pitless Adapter Unit including cutting 18" Well Casing 2 EACH $1,250.00 $2,500.00 1 $1,250.00 22 Electrical Control Panel & Wiring for Well Pump #4 1 EACH $46,355.00 $46,355.00 27% $12,515.85 23 Electrical Control Panel & Wiring for Well Pump #5 1 LS $64,175.00 $64,175.00 20% $12,835.00 23A Revise Control Panel for Revised Operation of Lift Station -(C. .#3) 1 LS $20,470.00 $20,470.00 23B Provide Concrete Pad for Control Panel- C.O.#3 1 LS $800.00 $800.00 1 $800.00 23C Provide Concrete Pad, Primary & Secondary Conduits, Ground Grid for Interim Electrical Service Transformer- C.O.#3 1 LS $6,030.00 $6,030.00 1 $6,030.00 23D Provide Temporary Control Panel for Lift Station #3 until Permanent Control Panel is Installed 1 LS $3,277.00 $3,277.00 75% $2,457.75 23E Upgrade Service From 200 amp to 400 amp for Pumphouse #3- C.O.#3 1 LS 57,043.00 $7,043.00 1 $7,043.00 23F Well Pumpand Control Panel Rental 3 MONT $2,200.00 $6,600.00 Total - Bid Schedule "C" TOTAL PART I ot516pe-1 Pay Estimate No. 6 $236,750.00 $314,041.00 $82,531.60 $152,863.60 2/17/04 PART 2 Rid Schedule "A" - Pumnhnuse PAY ESTIMATE NO. 6 City of Otsego Improvement Project 03-04 Pumphouse #3 Fnrnmm Miriwnet Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Cost Used To - Date Extension 24 Pum house Building 1 LS $184,465.00 $184,465.00 96.00% $177,086.40 25 Building Mechanical 1 LS $31,080.00 $31,080.00 43% $13,364.40 26 Paintingand Protective Coating 1 LS $18,564.00 $18,564.00 44% $8,168.16 27 lBuilding Electrical & System Control 1 LS 1 $90,500.00 $90,500.00 35% $31,675.00 Total - Bid Schedule "A" $324,609.00 $230,293.96 Rid SrhPdulP "R" - Water Trantmant Farilitiae Total - Bid Schedule "B" $147,600.00 $84,321.00 Bid Schedule "C" - Chemical Treatment Item No. Description Estimated Unit Unit Cost Total Estimated Used To - Cost Date Extension 33 Chlorine Gas Treatment Item LS Number of $20,040.00 34 Total Estimated Used To - LS No. Description Units Unit Unit Cost Cost Date Extension 28 7000 Gallon H dro neumatic Tank 1 LS $25,440.00 $25,440.00 1 $25,440.00 29 Air Compressor 1 LS $6,780.00 $6,780.00 Water Treatment and Distribution Piping and 30 Appurtenances 1 LS I $61,980.00 $61,980.00 95% $58,881.00 31 Control Panel H dro neumatic Tank 1 LS $52,500.00 $52,500.00 37 Startup, Operation and Maintenance Manual and 1 LS 1 $41,500.00 $41,500.00 32 Post Startup Operation Assistance 1 1 LS $900.00 $900.00 Total - Bid Schedule "B" $147,600.00 $84,321.00 Bid Schedule "C" - Chemical Treatment Item No. Description Estimated Number of Units Unit Unit Cost Total Estimated Used To - Cost Date Extension 33 Chlorine Gas Treatment 1 LS $20,040.00 $20,040.00 34 Poly Phosphate Treatment 1 LS $2,520.00 $2,520.00 35 Fluoridation Treatment 1 LS $3,240.00 $3,240.00 36 Booster Pump and Vaccum Injection 1 LS $1,572.00 $1,572.00 Total - Bid Schedule "C" $27,372.00 Rid SrhPdlllP "n" - SrAnA Svcfem Total - Bid Schedule "D" $41,500.00 Rid Schedule "F" - Mnhili7atinn Estimated Item Item Number of Used To - No. Total Estimated Used To - Unit Cost No. Descri tion Units Unit Unit Cost Cost Date Extension ys em or on ro1 monitoring o Pumphouse (including Hydropneumatic Tank with Well #4, Well #5, 1.0 MG Water Tower #2, Sanitary Lift Station #3 with Main Control Connection to WWTP #2, including additional 37 hardware and software with startup 1 LS 1 $41,500.00 $41,500.00 Total - Bid Schedule "D" $41,500.00 Rid Schedule "F" - Mnhili7atinn Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $326,739.96 ot516pe-1 3 Pay Estimate No. 6 2/17/04 Estimated Item Number of Total Estimated Used To - No. Description Units Unit Unit Cost Cost Date Extension 38 Mobilization and Demobilization 1 LS $12,125.00 $12,125.00 100%0 $12,125.00 Total - Bid Schedule "E" $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $326,739.96 ot516pe-1 3 Pay Estimate No. 6 2/17/04 PAY ESTIMATE NO. 6 City of Otsego Improvement Project 03-04 Pumphouse #3 SUMMARY OF BIDDING PART Bid Schedule "A" - Site Work $34,616.00 $24,255.00 Bid Schedule "B" Yard Piping $42,675.00 $46,077.00 Bid Schedule "C" - Well Pump and Appurtenances $236,750.00 $82,531.60 TOTAL PART 1 $314,041.00 $152,863.60 PART II Bid Schedule "A" - Pumphouse $324,609.00 $230,293.96 Bid Schedule "B" - Water Treatment Facilities $147,600.00 $84,321.00 Bid Schedule "C" - Chemical Treatment $27,372.00 Bid Schedule "D" - SCADA System $41,500.00 Bid Schedule "E" - Mobilization $12,125.00 $12,125.00 TOTAL PART II $553,206.00 $326,739.96 TOTAL PART I AND II $867,247.00 $479,603.56 TOTAL USED TO -DATE $479,603.56 LESS 5% RETAINAGE $23,980.18 LESS PREVIOUS PAYMENTS $403,744.11 WE RECOMMEND PARTIAL PAYMENT OF: $51,879.27 APPROVALS: CONTRACTOR: Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title: Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: Date: OWNER: CITY OF OTSEGO Signed: Title: Date: o1516pe-1 4 Pay Estimate No. 6 2/17/04 ITEM 5.5 SIXTH AMENDMENT TO O&M AGREEMENT WHEREAS, PeopleService, Inc., a Nebraska corporation (PeopleService), entered into an Agreement with the City of Otsego, Minnesota, dated April 10, 2000, for the management, operation, and maintenance of the Owner's water and wastewater treatment systems (the "Agreement"), WHEREAS, the "Effective Date" of the Agreement was delayed until December 1, 2000 in a writing by the parties, WHEREAS, the Agreement was amended in writing by the parties effective December 1, 2000, July 1, 2001, January 1, 2002, January 1, 2003 and June 1, 2003; and WHEREAS, the parties desire that the Agreement be amended to recognize the cost of operating the Owner's facilities for the next fiscal year (as provided in Section 4.2 of the Agreement). NOW, THEREFORE the Agreement made and entered into between the City of Otsego, Minnesota and PeopleService dated April 10, 2000, for the management, operations, and maintenance of the Owner's water and wastewater treatment systems is amended as follows: ■ Paragraph 1.3 is hereby amended to increase the maximum annual maintenance/repair amount $5,207 to $5,327. ■ Paragraph 4.1 is hereby amended to increase the monthly payment from $16,720 to $20,599. ■ The "base amount" contained in Paragraph 4.3 for electricity, natural gas and chemicals is amended to also increase the amount to $85,933 for the twelve months ending December 31, 2004. Except as amended herein, and by amendments effective December 1, 2000, July 1, 2001, January 1, 2002, January 1, 2003 and June 1, 2003, the Operations and Maintenance Agreement entered into by the parties on April 10, 2000 is hereby ratified and confirmed and shall remain in full force and effect in accordance with the terms and conditions thereof. This amendment shall be effective_ January 1, 2004, and is agreed to by both parties as evidenced by endorsement below. PEOPLESERVICE, INC. By: President Attest: Assistant Secretary H:\www\amend\Otsego.wp6 OTSEGO, MINNESOTA Attest: Mayor City Administrator CLAIMS LIST CITY COUNCIL MEETING FEBRUARY 23, 2004 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 any questions regarding this service, please let me know. Claims Register CONTRACT PAYMENT APPROVED 2/09/04 02-11-2004 $ 14,719.16 02-19-2004 $ 380,768.30 PAYROLL 2/18 $ 22,740.22 GRAND TOTAL $ 418,227.68 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 02/11/04 9:45 AM Page 1 *Check Summary Register© FEBRUARY 2004 Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid LATOUR CONSTRUCTION FILTER: None $14,719.16 TRUNK WATERMAIN/SS/ROAD Total Checks $14,719.16 CITY OF OTSEGO 02/11/04 9:45 AM Page 1 *Check Detail Register© FEBRUARY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER ... .. Unpaid LATOUR CONSTRUCTION E 428-49400-500 Capital Outlay (GENERAL) $14,719.16 PAY 6 TRUNK WATERMAIN/SS/ROAD Total LATOUR CONSTRUCTION $14,719.16 10100 BANK OF ELK RIVER $14,719.16 Fund Summary 10100 BANK OF ELK RIVER 428 WEST WATER PROJ $14,719.16 $14,719.16 CITY OF OTSEGO 02/19/04 9:12 AM Page 1 *Check Summary Register© FEBRUARY 2004 Total Checks $380,768.30 FILTER: None Name Check Date Check Amt 10100 BANK OF ELK RIVER UnPaid AFFORDABLE SANITATION $326.50 JAN/FEB RENTAL UnPaid AIRGAS, INC. $21.73 ACETY/HAZMAT/OXYGEN UnPaid B & D PLUMBING & HEATING INC $240.00 2/3 CLEAN FLAME SENSOR UnPaid BEAR ALARMS $1,797.72 1 YR MONITOR WATER TOWER UnPaid BEAUDRY OIL COMPANY $150.62 PROPANE - WARMING HOUSE UnPaid BOISE CASCADE OFFICE PROD $23.68 OFFICE SUPPLIES UnPaid BONESTROO ROSENE ANDERLI $43,348.01 WEST WWTP 1 UnPaid COURI MACARTHUR LAW OFFIC $17,274.50 GENERAL UnPaid CROW RIVER FARM EQUIPMEN $303.10 MISC SUPPLIES UnPaid ECM PUBLISHERS INC $150.81 NOTICE OF PH UnPaid FORTIS BENEFITS INSURANCE $122.14 MARCH - FINANCE Unpaid G & K TEXTILE LEASING SYSTE $387.69 UNIFORMS Unpaid GODFATHER'S PIZZA $71.86 INCLUDES TIP UnPaid GOPHER STATE ONE -CALL INC $98.60 JANUARY LOCATES UnPaid HALLMAN OIL COMPANY $1,151.76 DIESEL UnPaid ICMA RETIREMENT TRUST $422.31 PPE 2/14 CK DTD 2/18 UnPaid MARTIN BENEFIT ADMINISTRAT $52.00 FEB PARTICIPANT FEE UnPaid MID CENTRAL DOOR COMPANY $1,582.00 DOORS AT CITY HALL UnPaid MN DEPT OF HEALTH $400.00 WELL #6 PLAN REVIEW FEE UnPaid MN STATE TREASURER $35.00 TIM - SEMINAR MAY 19 ST CLOUD UnPaid NOW CARE MEDICAL CENTERS $40.00 DON/RICK DRUG TEST UnPaid OSI ENVIRONMENTAL, INC $100.00 DISPOSAL 2 DRUMS InPaid PEOPLE SERVICE INC. $16,720.00 MONTHLY SERVICE UnPaid PUBLIC EMPLOYEES RETIREME $1,634.17 PPE 2/14 CK DTD 2/18 UnPaid RICE LAKE CONSTR GROUP $14,627.25 ESCROW TO BANK UnPaid RICE LAKE CONSTRUCTION GR $277,917.75 WEST WWTF UnPaid SOFTRONICS $916.40 LABOR UnPaid SWENSON JOY $321.57 REFUND OVERPAYMENT UnPaid TOSHIBA AMERICA INFO SYS IN $211.83 COPIER UnPaid TROPHIES PLUS $72.02 PLAQUES - POLICE COMMISSION UnPaid WRIGHT CO MAYORS ASSOC. $150.00 DUES UnPaid XCEL ENERGY $97.28 RIVERPOINTE ST LIGHTS Total Checks $380,768.30 FILTER: None CITY OF OTSEGO 02/19/04 9:13 AM Page 1 *Check Detail Register© FEBRUARY 2004 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Unpaid ""'AFFORDABLE SANITATION., E 101-45250-410 Rentals (GENERAL) $326.50 123 JAN/FEB RENTAL Total AFFORDABLE SANITATION $326.50 Unpaid AIRGAS, INC. E 101-43100-210 Operating Supplies (GENERAL) $21.73 105491660 ACETY/HAZMAT/OXYGEN Total AIRGAS, INC. $21,73 Unpaid _ B &_D, PLUMBING & HEATING INC E 101-41940-402 Repairs/Maint Buildingss $120.00 8561 2/3 CLEAN FLAME SENSOR E 101-41940-402 Repairs/Maint Buildingss $120.00 8662 2/4 REPLACE SENSOR Total B & D PLUMBING & HEATING INC $240.00 Unpaid BEAR ALARMS E 601-49400-390 Contracted Services $332.28 1880 1 YR MONITOR PUMP HOUSE 2 E 601-49400-390 Contracted Services $332.28 1881 1 YR MONITOR PUMP HOUSE 1 E 601-49400-390 Contracted Services $332.28 1882 1 YR MONITOR WATER TOWER E 101-41940-390 Contracted Services $400.44 1883 1 YR CITY HALL E 602-49450-430 Miscellaneous (GENERAL) $400.44 1884 1 YR TREATMENT PLANT Total BEAR ALARMS $1,797.72 Unpaid BEAUDRY OIL COMPANY E 101-45250-203 Supplies - General $150.62_ 142924 PROPANE - WARMING HOUSE Total BEAUDRY OIL COMPANY $150.62 Unpaid BOISE CASCADE OFFICE PRODUCTS E 101-41400-201 Office Supplies $22.83 743866 OFFICE SUPPLIES E 101-41400-201 Office Supplies $0.85 744242 OFFICE SUPPLIES Total BOISE CASCADE OFFICE PRODUCTS $23.68 Unpaid BONESTROO ROSENE ANDERLIK - E 429-43256-302 Engineering Fees $1,293.92 105805 EAST WWT EXPANSION II E 430-43256-302 Engineering Fees $42,054.09 105806 WEST WWTP 1 Total BONESTROO ROSENE ANDERLIK $43,348.01 Unpaid CO- URI MACARTHUR LAW OFFICE E 101-42420-301 Legal Services $167.00 2162004 LARSON PROPERTY G 701-22328 WATERFRONT EAST $10,116.50 2162004 DNR APPEAL E 101-42420-301 Legal Services $185.00 2162004 ABATEMENT E 101-42420-301 Legal Services $110.00 2162004 JERRY JOHNSON PROPERTY E 101-41700-301 Legal Services $100.00 2162004 DOG ORDINANCE E 101-41700-301 Legal Services $84.00 2162004 ASSESSORS CONTRACT G 701-22374 KITTREDGE FINAL $562.50 2162004 KITTREDGE 2 G 701-22370 KC TRUNK UTIL IMP $270.00 2162004 KC TRUNK G 701-22315 OTSEGO MEADOWS GOLF $265.00 2162004 RIVERWOOD NATIONAL E 413-43100-301 Legal Services $30.00 2162004 ODEAN AVENUE E 415-43251-301 Legal Services $156.00 2162004 EAST WWTF E 435-43100-301 Legal Services $100.00 2162004 85TH ST/PAGE PROJECT E 426-43100-301 Legal Services $294.00 2162004 QUADAY G 701-21990 WH LINK $63.00 2162004 WH LINK G 701-22366 MARTIN FARMS $135.00 2162004 MATRIN FARMS G 701-22374 KITTREDGE FINAL $187.50 2162004 KITTREDGE 3 E 436-43100-301 Legal Services $1,147.50 2162004 KINCANNON APPEAL E 101-41700-301 Legal Services $2,843.00 2162004 GENERAL G 701-22328 WATERFRONT EAST $187.50 2162004 WATERFRONT EAST G 701-22374 KITTREDGE FINAL $250.00 2162004 KITTREDGE 4 E 428-49400-301 Legal Services $21.00 2162004 WEST WATER TOWER CITY OF OTSEGO 02/19/04 9:13 AM Page 2 *Check Detail Register© FEBRUARY 2004 Check Amt Invoice Comment Total COURT MACARTHUR LAW OFFICE $17,274.50 Unpaid. CROW RIVER FARM EQUIPMENT E 101-43100-203 Supplies - General $181.03 102402 MISC SUPPLIES E 101-43100-203 Supplies - General $122.07 102582 MISC SUPPLIES Total CROW RIVER FARM EQUIPMENT $303.10 Unpaid ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $52.32 161075 NOTICE OF PH E 101-41400-350 Print/Binding (GENERAL) $43.09 161444 NOTICE OF PH E 101-41400-350 Print/Binding (GENERAL) $55.40 161445 NOTICE OF PH Total ECM PUBLISHERS INC $150.81 Unpaid u FORTIS BENEFITS INSURANCE CO E 101-43100-130 Employer Paid Ins (GENERAL) $41.14 MARCH -PW E 101-41600-130 Employer Paid Ins (GENERAL) $13.50 MARCH - FINANCE E 250-42410-130 Employer Paid Ins (GENERAL) $27.00 MARCH - BUILDING E 101-41400-130 Employer Paid Ins (GENERAL) $40.50 MARCH - ADMIN Total FORTIS BENEFITS INSURANCE CO $122.14 Unpaid G & K TEXTILE LEASING SYSTEM E 101-41400-390 Contracted Services $77.08 43404802 MATS E 101-43100-225 Uniforms $54.55 43404803 UNIFORMS E 101-43100-225 Uniforms $50.21 43409711 UNIFORMS E 101-41400-390 Contracted Services $71.76 43414656 MATS E 101-43100-225 Uniforms $77.54 43414657 UNIFORMS E 101-43100-225 Uniforms $56.55 43419524 UNIFORMS Total G & K TEXTILE LEASING SYSTEM $387.69 Unpaid GODFATHER'S PIZZA E 101-41400-310 Miscellaneous $39.66 0035 INCLUDES TIP E 101-41400-310 Miscellaneous $32.20 0059 ADDED 4.00 TIP Total GODFATHER'S PIZZA $71.86 Unpaid GOPHER STATE ONE -CALL INC E 101-41400-310 Miscellaneous $98.60 4010635 JANUARY LOCATES Total GOPHER STATE ONE -CALL INC $98.60 Unpaid - �-:.,,,wA..��a...,� HALLMAN OIL COMPANY '_ __ E 101-43100-202 Gas & Oil $717.57 933 DIESEL E101-43100-202 Gas & Oil $4_34.19 934 GAS Total HALLMAN OIL COMPANY _ $1,151.76 Unpaid ICMA RETIREMENT TRUST G 101-21705 Other Retirement $230.00 PPE 2/14 CK DTD 2/18 E 101-41400-121 PERA $192.31 PPE 2/14 CK DTD 2/18 Total ICMA RETIREMENT TRUST $422.31 Unpaid MARTIN BENEFIT ADMINISTRATORS E 101-41400-390 Contracted Services $52.00 3021 FEB PARTICIPANT FEE Total MARTIN BENEFIT ADMINISTRATORS $52.00 npaid MID CENTRAL DOOR COMPANY E 101-41940-402 Repairs/Maint Buildingss $1,582.00 8138 DOORS AT CITY HALL Total MID CENTRAL DOOR COMPANY $1,582.00 Unpaid MN DEPT OF HEALTH E 601-49400-310 Miscellaneous $400.00 WELL #6 PLAN REVIEW FEE Total MN DEPT OF HEALTH $400.00 CITY OF OTSEGO 02/19/04 9:13 AM Page 3 *Check Detail Register© FEBRUARY 2004 Check Amt Invoice Comment Unpaid MN STATE TREASURER E 250-42410-360 Education/Training/Conferences $35_00 TIM - SEMINAR MAY 19 ST CLOUD Total MN STATE TREASURER $35.00 Unpaid NOW CARE MEDICAL CENTERS E 101-43100-310 Miscellaneous $40.00. 306632-00 Total NOW CARE MEDICAL CENTERS $40.00 OSI ENVIRONMENTAL, INC E 101-43100-390 Contracted Services $100.00 235832 Total OSI ENVIRONMENTAL, INC $100.00 Unpaid PEOPLE SERVICE INC. DON/RICK DRUG TEST DISPOSAL 2 DRUMS E 601-49400-390 Contracted Services $4,392.44 7725 MONTHLY SERVICE E 602-49450-390 Contracted Services $12,327.56 7725 MONTHLY SERVICE Total PEOPLE SERVICE INC. $16,720.00 Unpaid PUBLIC EMPLOYEES RETIREMENT FD E 101-41400-121 PERA $191.77 PPE 2/14 CK DTD 2/18 E 101-43100-121 PERA $386.83 PPE 2/14 CK DTD 2/18 G 101-21704 PERA $784.04 PPE 2/14 CK DTD 2/18 E 250-42410-121 PERA $201.19 PPE 2/14 CK DTD 2/18 E 101-41600-121 PERA $70.34 PPE 2/14 CK DTD 2/18 Total PUBLIC EMPLOYEES RETIREMENT FD $1,634.17 Unpaid RICE LAKE CONSTR GROUP E 430-43256-500 Capital Outlay (GENERAL) $14,627.25 #3 ESCROW TO BANK Total RICE LAKE CONSTR GROUP $14,627.25 Unpaid RICE LAKE CONSTRUCTION GROUP E 430-43256-500 Capital Outlay (GENERAL) $277,917.75 PAY 3 WEST WWTF Total RICE LAKE CONSTRUCTION GROUP $277,917.75 Unpaid SOFTRONICS E 101-41400-390 Contracted Services $458.20 2060 LABOR E 250-42410-390 Contracted Services $458.20 2060 LABOR Total SOFTRONICS $916.40 Unpaid SWENSON JOY G 701-22372 CARL SWENSON CUP $321.57_ REFUND OVERPAYMENT Total SWENSON JOY $321.57 Unpaid TOSHIBA AMERICA INFO SYS INC E 101-41400-413 Office Equipment Rental $211.83_ 38183667 COPIER Total TOSHIBA AMERICA INFO SYS INC $211.83 Unpaid TROPHIES PLUS .._... _,..... ,... �, ..._ ._..._- ..._. ..__�.__. E 101-42150-310 Miscellaneous $72.02 PLAQUES - POLICE COMMISSION Total TROPHIES PLUS $72,02 Unpaid WRIGHT CO MAYORS A S S 0 C. E 101-41100-355 Dues & Memberships $150.00 DUES Total WRIGHT CO MAYORS ASSOC. _ $150.00 Unpaid XCELENERGY E 101-43160-322 Utilities $97.28 867091254032 RIVERPOINTE ST LIGHTS Total XCEL ENERGY $97,28 10100 BANK OF ELK RIVER $380,768.30 CITY OF OTSEGO 02/19/04 9:13 AM Page 4 *Check Detail Register© FEBRUARY 2004 Check Amt Invoice Comment Fund Summary 10100 BANK OF ELK RIVER 101 GENERAL FUND $11,529.55 250 BUILDING PERMIT FEES $721.39 413 1998 ODEAN PROJECT $30.00 415 WATER & SEWER CONST -E. Phase 1 $156.00 426 Quaday 78th/csah37 $294.00 428 WEST WATER PROJ $21,00 429 WWTP-East Phase 2 $1,293.92 430 West Trtmnt Plant -Phase 1 $334,599.09 435 85th Street Project - East $100.00 436 85th Street Project - West $1,147.50 601 WATER FUND $5,789,28 602 SEWER FUND $12,728.00 701 DEVELOPMENT ESCROWS FUND $12,358.57 $380,768.30 ITEM g--, NORTHWEST ASSOCIATED CONSULTANTS. INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 18 February 2004 RE: Otsego — Arbor Place; Planning Commission Action NAC FILE: 176.02 — 04.01 The Planning Commission held a public hearing to consider the request for a Zoning Map amendment and preliminary plat for an 11 lot, single family subdivision to be called Arbor Place. Mr. John Jackels of Emmerich Development, Inc. was present to answer questions regarding their project. The only comments from the public were from a resident on the north side of 80th Street as to when their property might be served by municipal sanitary sewer and water. City staff explained that 80th Street is the current boundary of the sewer district and that extension of sewer north of 80th Street is not likely until some time in the future when more capacity is added to the wastewater treatment plant. The only discussion by the Planning Commission related to connection of the existing dwelling on Lot 1, Block 1 to sanitary sewer and water services. Mr. Jackels said that is was their intention to connect the home to public utilities. The Planning Commission added a condition of approval to this effect after closing the public hearing and voting 7- 0 to recommend approval of the applications -as outlined below. This application will be considered by the City Council on 23 February 2004 at 6:30 PM. Decision 1 - Zoning Ordinance Amendment A. Motion to approve rezoning the subject site from A-1 District to R-6 District based upon a finding that the request is consistent with the direction of the Comprehensive Plan. B. Motion to deny the application based upon a finding that the request is inconsistent with the policies of the Comprehensive Plan. C. Motion to table the application. Decision 2 - Preliminary Plat A. Motion to approve the Preliminary Plat of Arbor Place subject to the following conditions.- 1. onditions:1. Sanitary sewer capacity shall be allocated only to approved final plats with executed development contracts to assure the City of timely development. 2. The preliminary plat must be revised to show the east -west street as a through street and stubbed for future connection to the east. 3. The proposed east -west street shall be named 79th Lane. 4. Lots 2 — 5 of Block 1 must access from the south off of the newly created public road. 5. All four existing accessory structures must be removed and any future accessory structures must meet the number, area, and setback requirements as defined in Section 20-16-4 of the Zoning Ordinance. 6. The preliminary plat is to be revised to illustrate sidewalk running east - west along the northern side of 79th Lane and north -south along the west side of Large Avenue NE. 7. A landscape plan is to be submitted for a bufferyard area abutting the 80th Street right-of-way based on the design standards outlined in Section 20- 16-7.D of the Zoning Ordinance. 8. The landscape bufferyard along 801h Street is to be overlaid by a drainage and utility easement. 9. A cash payment in lieu of land is to be taken in satisfaction of park land dedication requirements at the time of final plat approval. 10. All grading, utilities, easements, streets and right-of-way shall be subject to the review and approval of the City Engineer. 11. The existing home on Lot 1, Block 1 is to be connected to municipal sanitary sewer and water services. 12. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the policies of the Comprehensive Plan and requirements of the Zoning and Subdivision Ordinance. 2 PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner John Jackles CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA APPLICANT: OhW, LLC 2-11-04 FINDINGS & DECISION ZONING MAP AMENDMENT APPLICATION: Request for a Zoning Map amendment to rezone property within the A-1, Agriculture Rural Service Area District to R-6, Residential Townhouse, Quadraminium and Low Density Multiple Family District as part of the Arbor Place preliminary plat. CITY COUNCIL MEETING: 23 February 2004 FINDINGS: 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: A. The legal description of the property is attached as Exhibit A. B. The property lies within the west sanitary sewer service district and is guided for low density residential uses by the Comprehensive Plan. C. The property is zoned A-1 District; The applicant is requesting that the property be rezoned to the R-6 District to allow for subdivision of 11 single family lots. Single family dwellings are a permitted use of the R-6 District. D. Consideration of the application by the Planning Commission and City Council is to be based upon, but not limited to, the criteria outlined in Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the official City Comprehensive Plan. Finding: The subject site is located within the west sanitary sewer district and is planned for low density residential use by the Comprehensive Plan. The Comprehensive Plan defines low density residential use as having less than four units per gross acre. The proposed development consists of eleven single family lots with an average lot size of 14,287 square feet and a gross density of 2.2 dwellings per acre. The type of use and density is consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Finding. The site is consistent with the adjacent R-6 single family residential development within the Arbor Creek Subdivision. The site abuts an undeveloped area to the east. Planning Staff has prepared a sketch plan to shown how that area may be subdivided in the future. Section 20-27-9 of the Zoning Ordinance, restricts new dwelling units from being constructed within 1,000 feet of any animal building on a registered feedlot. The Barthel Feedlot to the northwest of the site is no longer a registered operation. The subject site is outside of the 1,000 foot setback, from the Berning feedlot to the northeast of the site. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance. Finding: The preliminary plat will be required to conform with all applicable performance standards outlined in the Zoning Ordinance, Subdivision Ordinance, and Engineering Manual. Consistency with these performance standards will be evaluated in subsequent paragraphs. 4. The proposed use's effect upon the area in which it is proposed. Finding: The proposed use is consistent in character with the area in which it is proposed and will not have a negative impact upon the area. 5. The proposed use's impact upon property values of the area in which it is proposed. Finding: The proposed use is not anticipated to negatively impact area property values. 6. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The preliminary plat is to be adequately served by existing and planned public streets serving the property. 7. The proposed use's impact upon existing public services and facilities including parks, school's, streets, and utilities, and its potential to overburden the City's service capacity. Finding: The Comprehensive plan anticipates the development of the proposed use. E. The planning report dated 11 February 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The engineering review 27 January 2004 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. G. The Otsego Planning Commission conducted a public hearing at their regular meeting on 17 February 2004 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 recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information, plans submitted to date and applicable ordinances, the requested rezoning of the property to R-6 District is hereby approved. PASSED by the Otsego City Council this 23rd day of February, 2004. Attest: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk ORDINANCE NO.: CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE ZONING ORDINANCE OF THE CITY OF OTSEGO TO PROVIDE FOR A CHANGE IN ZONING CLASSIFICATION FOR LAND TO BE DEVELOPED AS PART OF THE ARBOR PLACE PRELIMINARY PLAT. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. The official Zoning Map of the Otsego Zoning Ordinance is hereby amended to change the zoning classification of the property legally described by ExhibitA (the "property"). Section 2. The property is hereby rezoned from an A-1, Agriculture Rural Service District designation to a R-6, Residential Quadraminium, Townhouse and Low Density Multiple Family District designation. Section 3. The Zoning Administrator is hereby directed to make appropriate changes to the official Zoning Map of the City of Otsego to reflect the change in zoning classification set forth above. Section 4. This Ordinance shall become effective immediately upon its passage and publication and the filling of a final plat. PASSED by the Otsego City Council this 23rd day of February, 2004. CITY OF OTSEGO Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Ad;ri11 LICItor;City Clerk CITY OF 0 T S E G 0 FRIGHT COUNTY, MINNESOTA APPLICANT: OhW, LLC 2-18-04 FINDINGS & DECISION PRELIMINARY PLAT APPLICATION: Request for preliminary plat approval of an 11 lot single family subdivision to be known as Arbor Place. CITY COUNCIL MEETING: 23 February 2004 FINDINGS: 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: A. The legal description of the property is attached as Exhibit A. B. The property lies within the west sanitary sewer service district and is guided for low density residential uses by the Comprehensive Plan. C. The property is zoned R-6 District. Single family dwellings are a permitted use of the R-6 District. D. The planning report dated 11 February 2004 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. E. The engineering review 27 January 2004 prepared by the City Engineer, Hakanson Anderson, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 17 February 2004 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 recommended by a 7-0 vote that the City Council approve the request based on the aforementioned findings. DECISION: Based on the foregoing information, plans submitted to date and applicable ordinances, the requested Arbor Place Preliminary Plat is hereby approved, subject to the following conditions. - 1 onditions:1. Sanitary sewer capacity shall be allocated only to approved final plats with executed development contracts to assure the City of timely development. 2. The preliminary plat must be revised to show the east -west street as a through street and stubbed for future connection to the east. 3. The proposed east -west street shall be named 791h Lane. 4. Lots 2 — 5 of Block 1 must access from the south off of the newly created public road. 5. All four existing accessory structures must be removed and any future accessory structures must meet the number, area, and setback requirements as defined in Section 20-16-4 of the Zoning Ordinance. 6. The preliminary plat is to be revised to illustrate sidewalk running east -west along the northern side of 79th Lane and north -south along the west side of Large Avenue NE. 7. A landscape plan is to be submitted for a bufferyard area abutting the 80th Street right-of- way based on the design standards outlined in Section 20-16-7.D of the Zoning Ordinance. 8. The landscape bufferyard along 801h Street is to be overlaid by a drainage and utility easement. 9. A cash payment in lieu of land is to be taken in satisfaction of park land dedication requirements at the time of final plat approval. 10. All grading, utilities, easements, streets and right-of-way shall be subject to the review and approval of the City Engineer. 11. The existing home on Lot 1, Block 1 is to be connected to municipal sanitary sewer and water services. PASSED by the Otsego City Council this 23rd day of February, 2004. Attest: CITY OF OTSEGO By: Larry Fournier, Mayor Judy Hudson, Zoning Administrator/City Clerk 2 ITEM 6.2 NORTHWEST ASSOCIATED CONSULTANTS, INC. 5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416 Telephone: 952.595.9636 Facsimile: 952.595.9837 planners@nacplanning.com PLANNING REPORT TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 18 February 2004 RE: Otsego — Martin Farms; Final Plat NAC FILE: 176.02 — 04.03 BACKGROUND Insignia Development, LLC has submitted plans for final plat approval for the first phase of the Martin Farms subdivision consisting of 235 single family lots and nine outlots. The proposed final plat is located on either side of MacIver Avenue, north of 70th Street. The subject site is guided for low density residential uses within the West Sanitary Sewer Service District by the Comprehensive Plan. The City Council approved a rezoning to R-4, Residential Urban Single Family District and R-6, Quadraminium, Townhouse and Low Density Multiple Family District, a PUD -CUP for development within a shoreland overlay district and preliminary plat on 28 July 2003. Exhibits: A. Site Location. B. Preliminary Plat. C. Final Plat. D. Landscape Plan ANALYSIS Lot Requirements. The zoning of the subject site was divided between the R-4 District east of MacIver Avenue following a line bisection Block 13, Outlot F, Outlot H and Outlot G and R-6 District in the southern portion of the area east of MacIver and the entire area west of MacIver Avenue. The lot width and area requirements applicable to these areas of the plat are shown below: District Minimum Minimum Lot Area Lot Width R-4 District 12,000 sf. 75 ft. R-6 District 9,000 sf. 60 ft. All of the lots within areas zoned R-6 District exceed the minimum lot area and width requirements. There are 27 lots in the R-4 District that do not meet the minimum area requirements as well as two lots that do not meet the minimum width requirements for lots fronting a cul-de-sac. The final plat must be revised such that these lots meet minimum R-4 District lot requirements consistent with the conditions of preliminary plat approval. Outlots. The final plat includes nine outlots. Outlots B, C, and D are intended for future phases of single family lots and townhouse uses. Outlot I is to be dedicated to the City for park and location of a sanitary sewer lift station. Outlots A, E, F, G, and H are private open spaces to be retained by the homeowners association, with outlot F intended to be used for a pool and other active uses. Any buildings to be constructed on Outlot F were to be subject to City Staff review in accordance with the PUD -CUP and preliminary plat approvals. A trail is required to be constructed in Outlot E to provide future connection to the private park from the dwellings to be developed in Outlots C and D. Finally, a landscape plan and provisions for maintenance of the common openspace by the homeowners association must be submitted. R1 ht -of -Way. The proposed final plat provides right-of-way for MacIver Avenue and 70t Street where those roadways abut the subject site. Dedication of this right-of-way will allow the City to proceed with construction of a collector street roadway this season. Additional right-of-way must still be acquired by the City form the one exception parcel on the east side of MacIver Avenue north of 70th Street for these segments the collector streets. The final plat provides 60 foot rights-of-way for internal streets consistent with the City's Engineering Manual. There is also one cul-de-sac at Marquette Court, which is necessary because of wetland areas. The cul-de-sac is designed with a center island that leaves a 28 foot wide drive aisle. We recommend an 80 foot radius for the cul-de- sac right-of-way and 35 foot radius for the center -island to facilitate plowing by allowing the cul-de-sac to be cleared like a regular street. The design of the cul-de-sac is subject to further review by the City Engineer. The right-of-way for Mackenzie Avenue must be expanded to abut the northeastern corner of the exception parcel mentioned above to provide potential access to internal local streets in the future. There is an existing dwelling on Lot 1, Block 2 on the east side of MacIver Avenue that has access directly to MacIver Avenue. It must be determined if this parcel has any easement rights to access the Dale Beaudry driveway such that the City can require this 2 access to be shared with Mr. Beaudry to minimize curb cuts along MacIver Avenue. This issue is subject to further review by City Staff. Landscaping. The applicant has submitted a landscape plan for the required bufferyards along MacIver Avenue and 70th Street the double frontage lots in Block 23 and boulevard areas along local public streets. The type, sizes, and design of the proposed plantings are appropriate. In terms of quantities, the City requires two trees per single family lot, so the applicant will need to separate the required bufferyard plantings from the streetscape plantings to determine compliance with this standard. Park and Trail Dedication. The total site area is 306.09 acres and the proposed density is greater than 3.0 dwelling units per acre. As such, 13 percent of the gross area being subdivided or 39.79 acres is required to be dedicated for parks and trails in accordance with Section 10-7-18.1-1 of the Subdivision Ordinance. Outlot I is being dedicated to the City to begin establishment of a park adjacent to the Section 30 wetland. Additional park land will need to be assembled from adjacent parcels in order to develop active park uses. The area of Outlot I is 10.38 acres, of which only 2.49 acres is usable upland credited towards park dedication requirements per Section 10-7-18.0 of the Subdivision Ordinance. The proposed land dedication is 6.3 percent of the required area. As a result, the applicant will pay 93.7 percent of the current $2,100 cash fee per dwelling unit as shown below: $2,100/ du. x 93.7% x 235 du = $462,410 Trails will be constructed as part of the MacIver Avenue and 70th Street improvement projects. Additionally, sidewalks will be provided on one side of all internal local streets. The City Engineer should review the grading plan for potential opportunities to locate a trail corridor through Outlot I that may eventually allow for a trail to surround the wetland. Signage. Section 20-37-5.13 allows for residential area identification signs at neighborhood entrances from major collector streets. These signs must be located on -outlots and setback 10 feet from all rights-of-way and five feet from any property line. The final plat must be revised to provide outlots for area identification signs if planned, subject to the requirements of Section 20-37-5.13 of the Zoning Ordinance. Construction Plans. The applicant has submitted final grading and construction plans for approval by the City Engineer. Development Contract. Upon approval of a final plat, the applicant is required to enter into a development contract with the City. The applicant must pay all applicable fees and securities specified by the development contract at the time the document is executed. The development contract is subject to review and approval of the City Attorney. CONCLUSION Additional revisions to the proposed final plat for Martin Farms are required to bring it into conformance with the preliminary plat approval and applicable conditions of that action. These issues likely will not significantly change the design or character of the plat and may be addressed at a staff level. As such, our office recommends approval of the Martin Farms final plat as outlined below. A. Motion to approve the Martin Farms Final Plat subject to the following conditions: The final plat is revised such that the areas of all lots within Blocks 8, 9, 10, 12, 13 and 25 meet the minimum area requirements of the R-4 District. 2. The final plat is revised such that Lots 7 and 8 of Block 18 are at least 94 feet wide at the front setback line. 3. The final plat is revised to eliminate the extension of 76th Street to the west plat line. 4. The applicant shall provide for construction of a trail through Outlot E to provide future connection between 72nd Street and Marquette Avenue. 5. Landscape and maintenance plans for the private open space outlots by the homeowners association shall be submitted for review and approval of City Staff. 6. The right-of-way for Mackenzie Avenue shall be expanded to more fully abut the exception parcel adjacent to Outlot D. 7. The cul-de-sac on Marquette Court is revised to with an 80 foot radius for the right-of-way and 35 foot radius for the center island, subject to further review by the City Engineer. 8. Access to Lot 1, Block 2 shall be relocated to the parcel abutting the lot to the north if access easements exist entitling the property to use of the driveway, subject to further review by City Staff. 4 9. The number of trees installed along the streetscape shall be equal to or greater than two times the number of single family lots, subject to City Staff approval. 10. The applicant shall dedicate Outlot I and pay a cash fee in lieu of land of $462,410 to satisfy park and trail dedication requirements for this final plat. 11. The final plat must be revised to provide outlots for area identification signs if planned, subject to the requirements of Section 20-37-5.13 of the Zoning Ordinance. 12. All construction plans are subject to review and approval of the City Engineer. 13. The applicant shall enter into a development contract with the City and pay all fees and securities, subject to review and approval of the City Attorney. 14. Comments of other City Staff. B. Motion to deny the application based on a finding that the request is inconsistent with the Zoning and Subdivision Ordinances. C. Motion to table. PC. Mike Robertson Judy Hudson Andy MacArthur Ron Wagner David Sebold Ed Hasek Fran Hagen NAC ON THE GREAT RIVER ROAD ITEM 6.7 Review No. 1 ENGINEERING REVIEW Hakanson Residential Subdivision AAssocs n� for the City of Otsego By Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, Administrator Judy Hudson, City Clerk, Dan Licht, City Planner Andy MacArthur, City Attorney John Jackels, OhW. LLC Eric D Seashore, PE, McCombs Frank Roos Associates, Inc. Reviewed by: Ronald J. Wagner, P.E. Date: January 27, 2004 Proposed Development: Arbor Place Addition Street Location Of Property: The northeast corner of the northwest 1/4 of Section 25, T121 N, R24W, 5.0 acres, south of 80th Street NE, north of 79th Street NE, and east of Lander Avenue NE. Applicant: John Jackels OhW. LLC 1875 Station Parkway NE, Bldg. 1 Andover, Minnesota 55304 (763) 755-6554 Developer: Owners of Record OhW. LLC Burns and Debbi Doran Purpose: Arbor Place is a proposed 2 block residential development on 5.0 acres in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer, and public streets typical of an urban setting. Jurisdictional Agencies: (But not limited to): City of Otsego, Wright County, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required (But not limited to): NPDES \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2278\ot2278REV1.doc TABLE OF CONTENTS INFORMATION AVAILABLE STREETS PRELIMINARY PLAT SURFACE WATER MANAGEMENT SANITARY SEWER COLLECTION SYSTEM WATER DISTRIBUTION SYSTEM ENVIRONMENTAL OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2278\ot2278REV1.doc INFORMATION AVAILABLE Preliminary Plat, 1/22/04, by McCombs Frank Roos, Associates, Inc. Preliminary Grading and Drainage Plan, 1/22/04, by McCombs Frank Roos, Associates, Inc. Preliminary Utility Plan, 1/22/04, by McCombs Frank Roos, Associates, Inc. City of Otsego Engineering Manual, 2003 Update City of Otsego Zoning and Subdivision Ordinances, 10/14/02 STREETS 1. Revise all plans to show the east -west street at north end of Large Avenue NE is now a through street. 2. Show 20' Typical Radius at all intersections of local -to -local street intersections. 3. On all drawings show the name for the east -west street, we suggest 79th Lane. 4. A cross gutter is needed along intersection of Lander Avenue. PRELIMINARY PLAT 1. Existing zoning classifications for land in and ABUTTING the subdivision shall be shown on the plan (Section 21-6-2.B.2). 2. Boundary lines of adjoining unsubdivided or subdivided land need to be identified by name and ownership (Section 21-6-2.B.6). 3. Location, dimensions, and purpose of all proposed easements shall be shown on the plan (Section 21-6-2.C.5). 4. Geotechnical data 'shall be submitted for review (Section 21-6-2.13.11). 5. Statement certifying the environmental condition of the site. 6. Sanitary Sewer label and size need to be included with the Existing Inv = 940.88 label, and 15" RCP Storm Sewer Stub needs to be identified at north end of Large Avenue in Boundary Survey/Existing Conditions, sheet 2. 7. Existing 8" Stub out of Sanitary Manhole on the west side of Plat does not exist. It was never installed during Arbor Creek Phase 1. 8. Remove the sanitary sewer, watermain, and curb and gutter from the Preliminary Plat drawing, sheet 3. \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2278\ot2278REV1.doc 9. Move Typical Street Section to Preliminary Utility Plan, sheet 5 10. Show and label the boring locations on the plan. SURFACE WATER MANAGEMENT 1. Submit a hydrology report. Arbor Creek's Storm Water System must handle the addition of Arbor Place's storm water runoff. 2. A minimum of 2% grade needed for the ditch along 80th Street behind Block 1. 3. A drainage area map clearly depicting drainage areas shall be provided with the computations/calculations. (7.0.4.) SANITARY SEWER COLLECTION SYSTEM 1. Depict the direction of flow in the sanitary sewer system with arrows. 2. Label proposed manhole inverts and rim elevations. 3. In Notes, add class 50 DIP to "sewer greater than 22' deep shall be DIP", WATER DISTRIBUTION SYSTEM 1. The watermain needs to be 8" Class 52; 6" watermain is not acceptable. Therefore the 8"x6" Reducer is not needed and the 12"x6" Tee needs to be a 12"x8" Tee. 2. The Relocated Hydrant should be relocated to the north side of the East-West street due to this curve is changing into a tee intersection, for a future through street. The new location for the hydrant should be within the 10' easement along the East property line of Block 1, Lot 5. OTHER CONSIDERATIONS 1. Add a signature line for Ronald J. Wagner, PE, City Engineer. 2. Insure Feedlot setbacks have been addressed. SUMMARY AND/OR RECOMMENDATION Revisions to the Preliminary Plat are necessary prior to the planning commission considering for approval. \\Ha01\Shared Docs\Municipal\Actsego2xxx\2278\ot2278REV1.doc ITEM 6.2 Item ENGINEERING REVIEW Review No. 2 Hakanson Residential Subdivision Anderson for the City of Otsego Assoc., Inc. by Hakanson Anderson Associates, Inc. Submitted to: Honorable Mayor and City Council cc: Mike Robertson, City Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Insignia Development, LLC Fran Hagen, P.E., Westwood Professional Services, Inc. Reviewed by: Ronald J. Wagner, P.E. William L. Morris, Jr., P.E. Shane M. Nelson, E.I.T. Date: February 18, 2004 Proposed Development: Martin Farms Street Location of Property: A portion of the E '/z of Section 25, T121, R24 and a portion of the W '/z of Section 30, T121, R23. 306.09+ Acres, N of 70th Street NE and on either side of Maciver Avenue NE. Applicant: David Sebold Developer: Insignia Development, LLC Owners of Record: Insignia Development, LLC Purpose: Martin Farms is a proposed 229 single-family residential home development in the City of Otsego, Wright County, Minnesota. The proposed development will be served with municipal water, sanitary sewer, storm sewer and public streets typical of an urban setting. Jurisdictional Agencies: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency Permits Required: NPDES (but not limited to) \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc TABLE OF CONTENTS INFORMATION AVAILABLE FINAL PLAT CONSTRUCTION PLANS COVER SHEET OVERALL PLAN SANITARY SEWER AND WATERMAIN PLAN STORM SEWER AND STREET PLAN DETAILS STORM SEWER CALCULATIONS GRADING, DRAINAGE & EROSION CONTROL PLAN SURFACE WATER MANAGEMENT OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc INFORMATION AVAILABLE Existing Conditions / Survey, 6/16/03, by Westwood Professional Services, Inc. Preliminary Plat of Martin Farms, 6/16/03, by Westwood Professional Services, Inc. Preliminary Grading Plan of Martin Farms, 6/16/03, by Westwood Professional Services, Inc. Preliminary Utility Plan of Martin Farms, 6/16/03, by Westwood Professional Services, Inc. Details of Martin Farms, 6/16/03, by Westwood Professional Services, Inc. Centerline Profiles of Martin Farms, 6/16/03, by Westwood Professional Services, Inc. Final Plat of Martin Farms by Westwood Professional Services, Inc. Construction Plans for Martin Farms, 1/23/04, by Westwood Professional Services, Inc. Grading, Drainage & Erosion Control Plan for Martin Farms, 1/16/04, by Westwood Professional Services, Inc. Final Stormwater Runoff Calculations for Martin Farms, 2/2/04, by Westwood Professional Services, Inc. Storm Sewer Design Calculations for Martin Farms, 12/31/03, by Westwood Professional Services, Inc. City of Otsego Engineering Manual Minnesota Rules, Chapter 4410 — EAW Requirement Trunk Stormwater Facilities Study for Portions of the Otsego Creek Watershed, February 2003 City of Otsego Zoning and Subdivision Ordinances, 10/14/02 National Wetland Inventory Map, 1991 FINAL PLAT 1. Cross drainage from lot to lot must be covered under a drainage & utility easement. 2. Drainage & utility easements must be provided over the wetland areas for Block 7, Lot 1 and Block 6, Lots 2-4. 3. Remove the drainage & utility easement lines south of the wetland on Block 7, Lot 2. Page 1 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 4. Extend the 72nd Street NE R.O.W. to the west of Mackenzie Avenue NE to the Exception Parcel. CONSTRUCTION PLANS COVER SHEET (SHEET 1) 1. No comments. OVERALL PLAN (SHEETS 2 TO 5) 1. Show temporary cul-de-sacs at the end of all stub streets that are to service Phase 1 lots. SANITARY SEWER TRUNK COMMENTS 1. The sanitary sewer design has been performed primarily to service only the developer's needs without providing deeper inverts and lines stubbed to the property boundaries for future connects. The plans show what should be considered the developer's lateral cost. The following comments described the required revisions to provide the trunk facilities for future developments. 2. Sheet 6 of 43 — provide a deep 8" DIP trunk line that will allow the Arbor Creek Development to connect into the proposed lift station on the Martin Farms property. The shallower 8" PVC line shown on the drawings shall be retained and all house services connected to it. All manholes shall be drop manholes. The 8" stub at the common boundary with Arbor Creek shall be at elevation of 911.09. 3. Sheet 7 of 43 — the 8" PVC line from MH 2 to MH 62 shall be lowered to provide an invert elevation of 909.34 at the northern property line. This is necessary to allow future developments up to 80th Street to connect into the lift station. 4. Sheet 8 of 43 — the 12" PVC line shall be extended at the 0.22% grade to the eastern property boundary. Invert elevation at the property line shall be 912.52. This will allow future development along McAllister Avenue down -to 67th Street to connect to the lift station. 5. Sheet 16 of 43 — MH 34 does not have to be a drop manhole. The Arbor Creek sewer will discharge to the north into the deep trunk running west to east. Eliminate the 8" stub to the property line. 6. Sheet 16 of 43 — at MH 90, provide an 8" stub to west to service Exception property. Extend line at 0.4% grade to property line, with invert elevation of 930.66. 7. Sheet 18 of 43 — eliminate 8" PVC stub to Arbor Creek property line. Arbor Creek's design will flow to the north. 8. Sheet 19 of 43 — same as note #6 to extend 8" to Exception property. Page 2 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 9. Sheet 23 of 43 — provide an 8" stub to north property line, invert 934.67, to allow connection from future development. 10. Sheet 23 of 43 — provide sanitary service to Lot 1 of Block 2 that fronts on MacIver Avenue. 11. Sheet 24 of 43 — extend 8" PVC to western properly line to allow connection by adjacent property. Continue 1.18% grade so that invert elevation of property line will be 939.81. SANITARY SEWER AND WATERMAIN PLAN (SHEETS 6 TO 25) 1. Please revise General Notes on all sheets to read "Extend Rods On Valves Deeper than 7.5' From Finished Grade." 2. Label the class of all watermain DIP. 3. Indicate the location of the 8" and 10" forcemain, with respect to each other. 4. Curb stop covers are required for any water service curb stops located in a temporary cul-de-sac. (See standard plate 207) 5. Sheet 6, the water services to all of the lots north of 76th Street NE conflict with the 8" and 10" forcemains. Revise the plan such that 18" of separation is maintained. We recommend lowering the forcemains. 6. Sheet 7, at approximate station 11+60 the forcemain crossings conflict with the watermain. Maintain a minimum of 18" separation. 7. Sheet 7, the hydrant lead on Marquette Avenue NE at approximate station 13+85 conflicts with the storm sewer. Maintain a minimum of 12" separation. 8. Sheet 8, sanitary sewer service risers to Block 25, Lots 1 & 2, must be shortened to maintain minimum separation under the watermain. 9. Sheet 8, maintain 12" separation (with insulation) between the storm sewer and watermain at approximate station 18+85. 10. Sheet 8, insulation is required for the watermain and storm sewer crossing at approximate station 20+50. 11. Sheet 9, revise watermain on 76th Way NE to 8" DIP. 12. Sheet 9, water services to Block 21, Lots 8 & 9 should be lowered to maintain minimum separation from the storm sewer. 13. Sheet 9, horizontal bends are not allowed for the sanitary sewer services within the R.O.W. (Ex. Block 21, Lots 8 and 9) Page 3 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 14. Sheet 10, shorten the sanitary sewer service risers to Block 20, Lots 3 & 4, to maintain 18" separation from the watermain. 15. Sheet 10, the insulation over the watermain at storm crossing CBMH 154 to CBMH 155 shall be a minimum of 12'x 12'x 4". (See standard plate No. 304) 16. Sheet 12, the Block 18, Lot 8 wye station is incorrect. 17. Sheets 13 & 14, sanitary service wyes are not shown to future lots. The wye locations shall be identified so they can be placed at the time of construction. 18. Sheet 13, show the future storm sewer in the profile for Marquette Avenue NE. 19. Sheet 14, there is a 50' — 8" sanitary sewer stub to the east from MH 28. Note that 20' CL 52 DIP is required out of the drop manhole. 20. Sheet 14, the 16" trunk watermain is now planned to extend to the east via 70th Street NE. Revise the plan to show a 16" stub 15' south of the north right-of-way for 70th Street NE. A temporary hydrant will also be required. 21. Sheet 15, the 6" watermain on 74th Street NE must be revised to 8". 22. Sheet 15, show the storm crossing to the east of MH 30, in the profile. 23. Sheet 15, show insulation over watermain at storm crossing on 74th Street NE at approximate station 13+60. 24. Sheet 15, the note "Sta. 22+60, max top of pipe elev=922.74" is incorrect. Verify top of pipe elevation. 25. Sheet 16, at the intersection of Mackenzie Ave and 74th Street NE, revise the 16"x 6" tee to a 16"x 8" tee. 26. Sheet 16 and 25, there is insufficient vertical separation between the sanitary sewer and watermain to maintain the minimum 18" of separatiori.where the sanitary sewer services cross under the watermain. We suggest lowering the sanitary sewer. 27. Sheet 16, provide 8" sanitary sewer stub and 8" watermain stub to the west of the Mackenzie Avenue NE and 72nd Street NE intersection. 28. Sheet 17 & 24, sanitary sewers MH 83 and the storm sewer pipe appears to conflict at the intersection of Maciver Ave and 73rd Street. 29. Sheet 17 & 35, show the storm sewer in the profile at the intersection of Maciver Ave. and 73rd Street. 30. Sheet 18, we recommend moving the hydrant at the north end of Marlowe Avenue NE to the north plat line. 31. Sheet 19, note where DIP sanitary sewer wyes will be required. (Ex. Block 13, Lot 27) Page 4 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 32. Sheet 19, risers to Block 14, Lots 6 & 7, need to be shortened to maintain separation from the watermain. 33. Sheet 19, show the storm sewer crossing at approx. 36+00 that requires insulation shown in the profile. 34. Sheet 20, verify the max. top elevation of watermain pipe at 44+23. It appears that there is only about 0.7 feet separation of the watermain and the bottom of the storm sewer. 35. Sheet 20, the storm sewer crossing at approximate station 46+25 shall maintain minimum separation of 12" and shall have insulation if less than 2'. 36. Sheet 20, the 8" G.V. at approximate station 47+25 should be moved closer to 46+50. 37. The 8" gate valve shall be added along 76th Street NE on the east side of the intersection of Larabee Avenue NE and 76th Street NE. 38. Sheet 22, the Larabee Avenue NE watermain at 76th Street should be lowered in the profile to agree with the 76th Street NE watermain depicted on sheet 20. 39. Sheet 22, the storm sewer crossing at approximate station 4+80 requires insulation. Verify minimum separation. 40. Sheet 23, the 8" gate valves located at 75th Street NE and Maciver Avenue NE intersection shall be mover to the north end of Mackenzie Avenue NE. 41. Sheet 23, move the watermain on Maciver Avenue NE to 10' east of the west R.O.W. 42. Sheet 23, the storm sewer crossings on Maciver Avenue shall be shown in the profile. 43. Sheet 24.,, 16" butterfly valves are required on 73rd Street NE to the east of the Larabee Avenue NE and Limmer Avenue NE intersections. Also 16"x 8" Tees w/ 8" plugs shall be called out at Lasalle Avenue NE and Limmer Avenue NE. 44. Sheet 25, the 16" butterfly valve on the watermain between lots 7 and 8 may be moved from Larabee Avenue NE to the west plat line. 45. Sheet 25, verify that there is 18" minimum separation between the sanitary sewer service crossings and watermain. Page 5 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc STORM SEWER AND STREET PLAN (SHEETS 26 TO 41 1. Add horizontal curve data to all street drawings. 2. Per City Standards, catch basins castings shall be sumped 2" below gutterline, manholes castings shall be adjusted to 1/4" - 3/8" below finished grade, and gate/butterfly valves boxes shall be adjusted to 1/2" below finished grade. 3. Revise plans to depict transverse drain tile at low points. (See enclosed detail) 4. Show all utility crossings within 3' of the storm sewer and depict insulation where required. 5. Sanitary sewer and watermain depicted in the plan views with lighter lines would be helpful in identifying crossings and/or conflicts. 6. Sheet 26, the General Notes states, "All RCP shall be Class 4, unless otherwise noted". All other sheets reference Class 5. 7. Sheet 26, a temporary cul-de-sac is required at the west end of 76th Street NE. 8. Sheet 27, 76th Street NE is incorrectly labeled 77th Street NE. 9. Sheet 27, the vertical curve at station 12+05 shall be revised for a 30 mph design speed. 10. Sheet 27 & 29, not enough fall around the south radius at intersection of 76th Way and Marquette Ave. Minimum % grade in curb and gutter is 0.6%. 11. Sheet 28, a temporary cul-de-sac is required at the east end of 76th Street NE. 12. Sheet 28 & 30, not enough fall around the east radius at the intersection of Martin Farms Ave. and 76th Street. 13. Sheet 30, depict the storm sewer from CBMH 154 to FES 154A in the profile. 14. Sheet 32, the cul-de-sac is not in accordance with city standards. Minimum radius is 50' to back of curb. Center island is subject to approval by City Council. 15. Sheet 33, show CB 62 in the plan view. 16. Sheet 33, not enough fall around the Southwest radius at the intersection of 74th Street and 73rd Street. 17. Sheet 33, the drain tile note (see sheet x) needs a sheet number. 18. Sheet 33, add the storm sewer crossing at approximate station 18+78 to the profile. Page 6 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 19. Sheet 33, label Marlowe Avenue NE east of 73rd Street NE. Consider renaming sheet to 74th Street NE/Marlowe Avenue NE storm sewer and street construction plan. 20. Sheet 34,it is unknown what the "ICS" represents. (Ex. ICS -84) 21. Sheet 34, a temporary cul-de-sac is required on the north end of Mackenzie Avenue NE. 22. Sheet 34, CBMH 80 shall be relocated 20' to the north to allow future west street connection to Mackenzie Avenue NE. 23. Sheet 35, the storm sewer at Maciver Avenue NE shall be shown in the profile. 24. Sheet 35, FES 55 shall be labeled in the plan view. Also skimmer structure 22-1 shall be shown in the profile. 25. Sheet 36, a temporary cul-de-sac is required on the north end of Marlowe Avenue NE 26. Sheets 38 & 40, STMH-200 should be STMH-220. 27. Sheet 38, a temporary cul-de-sac is required on the west end of Lasalle Avenue NE. 28. Sheet 39, a temporary cul-de-sac is required on the west end of 74th Avenue NE. 29. Sheet 40, depict the culvert crossing from FES -330 to FES -331 in the profile. 30. Sheet 41, a temporary cul-de-sac is required on the north end of Lasalle Avenue NE. DETAILS (SHEETS 42 TO 431 1. We have enclosed a detail for perforated drain tile. Please revise. 2. Invert elevations for the inlet and outlet pipes shall be included in the skimmer details. STORM SEWER CALCULATIONS 1. We have received Storm Sewer Design Calculations, dated 2/2/04, and are in the process of reviewing them. Comments will be forthcoming. GRADING, DRAINAGE & EROSION CONTROL PLAN 1. Sheet 2, Revise typical lot detail note to state the number in the parentheses indicates the number of block that the garage is to be dropped. Also, revise the location of the walkout grade elevation such that it is just outside the building pad as on the plan. 2. Sheet 5, The walkout elevation (933.8) for Block 21, Lot 15 is lower than the emergency overflow elevation. Please revise. 1.5' of freeboard must be provided to the lowest opening from the HWL or emergency overflow elevation. Page 7 \\Ha01\Shared Docs\MunicipalWotsego2xxx\2268\ot2268RVW2.doc 3. Sheet 6, Cross -drainage from lot to lot must be covered under drainage & utility easement. (Ex. Block 21, Lots 8, 9, 11, 13; Block 22, Lots 3, 4, 5; Block 20, Lot 7) 4. Sheet 6, The rear yard drainage for Block 19, Lots 2 and 3 shall be revised. Currently, the plan shows a 932 berm along the rear lot line which blocks drainage from the property to the east. Revise grading or add storm sewer such that there is positive drainage from the low spot (930.4) on the adjacent property. 5. Sheet 6, a 10:1 bench is required for the pond in the rear yards of Block 20, Lots 2-4. 6. Sheet 7, Cross -drainage from lot to lot must be covered under drainage & utility easement. (Ex. Block 16, Lot 10; Block 17, Lot 2; Block 18, Lot 11) 7. Sheet 8, Cross -drainage from lot to lot must be covered under drainage & utility easement. (Ex. Block 9, Lots 3-5; Block 10, Lots 1-2; Block 10, Lots 7-9; Block 12, Lots 2-3; Block 12, Lot 8; Block 13, Lot 2) 8. Sheet 8, The drainage for Block 9, Lot 1 must be further detailed. It appears that the intent is for around the house drainage, but the minimum 2% grade is not being met. 9. Sheet 9, Cross drainage from lot to lot must be covered under drainage & utility easement. (Ex. Block 13, Lot 18; Block 16, Lot 10) 10. Sheet 10, Cross drainage from lot to lot must be covered under drainage & utility easement. (Block 8, Lots 2-4) 11. Sheet 11, Cross drainage from lot to lot must be covered under drainage & utility easement. (Block 1, Lots 3-5; Block 1, Lots 8-9) 12. Sheet 11, It appears that there is to be a high point for rear yard drainage on the lot line shared by Block 1, Lots 6 and 7. Please label. 13. Sheet 11, Block 4, Lot 4 and Block 4, Lot 5 have approximately 10% driveways. Consider revising. 14. Sheet 11, The rear lot corner elevations do not appear to be correct for Block 3, Lots 9-14. 15. Sheet 11, Block 2, Lot 1 should be regraded slightly near the north side lot line such that there is a low spot within the drainage & utility easement. A pipe could be extended from the STMH on the east side of Maciver to pick up the drainage and provide positive drainage from the north side lot line of Block 2, Lot 2. 16. We recommend lightening or removing the spot elevations from the aerial topography. Currently, they appear to be proposed elevations rather than existing spot elevations. (All sheets) Page 8 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc 17. It appears that conflicting line types are being used to depict wetland boundaries. Please revise such that one line type is used for wetlands and add to legend. (All sheets) 18. Please add the line type broken by "sto" to the legend. It appears to be depicting the centerline of existing drainage ditches. (All sheets) 19. Outlet or normal elevation, 10 -year, and 100 -year elevations must be called out for wetlands. Emergency overflows shall also be called out on the plan. (All sheets) 20. The plan depicts storm sewer on Maciver Avenue NE that outlets into future sedimentation basins within Martin Farms. The plan must be revised to include the grading of the sedimentation basins at this time, as they will be required for the construction of Maciver Avenue NE. 21. Proposed drainage & utility easements shall be depicted on the plan. SURFACE WATER MANAGEMENT 1. We have received the Final Stormwater Runoff Calculations, dated 2/4/04, and are in the process of reviewing them. Comments will be forthcoming. WETLANDS 1. A protective buffer of natural vegetation at least 20' wide from the delineated edge shall surround all wetlands. A principal building setback of 40' from the delineated edge of all wetlands or 20' from the protective buffer easement, whichever is greater, shall be provided. (20-16-9.E.) 2. A TEP meeting is being held February 19, 2004. Comments from that meeting may need to be included in revisions to Final Plat. OTHER CONSIDERATIONS 1. No Comment SUMMARY AND/OR RECOMMENDATION We recommend approval contingent on the above comments being addressed. Page 9 \\Ha01\Shared Docs\Municipal\Aotsego2xxx\2268\ot2268RVW2.doc Z00 0 100 .00 600 ScoN n / f 5tda' I Yltlr� 100 htf Ic 40 I� t. i zyq s ' Y O F U W Z Z O U W W S N W ZZ W MARTIN FARMS PRELIMINARY o Da.wfu I/R iir/r by 1/ bN iw nrarwnsrf f mJ mskatl by [ACalrp /ls 110AT • Lr••r•faa I/i bN by It bob M maraanml hM-p rllokM DY f/canw Ma IPPB W -t oNr+va iratvfM raaf Iba r w Y rp .—A .rl A Asn. r N 00.1J'wM 63177 b, la. rr ,pia N i�GYt) r M oo'Y]Y M S ,14 ., x4e n I✓ 111 I / -rear • D L"A 1 � 111 N oo,.w3 D — — — � 11 la.•l..r \ 1 wr a a + +r `" 11,'1 + + b aAr� • � I l r \ 11 plea s � .-►..{ + � �=_,J� aI 6 8p^ 1 a LI 1.4 ,SIT N 00.1831' W 63451 N 00°a9Z5'W ,..afwr wsr v.rwr'i/a s..n IJra ai-Nds+ W Nb bao'•W af•fam b b•aad A wf monunanf a,ntlr anon •f -, 0.luN an fM aaaf bra o/ Na Y I/. o/ fM NE I//, ra9oba0 bo•po, irCkaM o III i by " 4rN 5- 1S M1rp. IV. Rp• I4.afrkA b aatumM N morunwrf flat •D ba -f rNln I lq of baa N'A;J4 ' ■ M rata.+•M9 r fbY pbL -- LATCH LAC A --_—_______—_—__ r w f r/f r w Z r/4 San sr i f� (kC N oo,.w3 D — — — ti `" � I R ,SIT k 3i s I afncor B � Ilk — IIY I X2.184 I wrwle rprwxr/A Aan III I ISI EXHIBIT C-1 WESTWOOD RoNvbrM Sani�as hrc MA R TIN FA RMS PRELIMINARY 19 23 125' w 137&09 200 6 Uk C. SE 1/1 AV Vlh T 24 wft 'A w my 0- EXHIBIT C-2 WESTWOOD 1 000000A ai®; - �®op� v'do��0 Oil pi1110 1�� a�r�o •v� edao o �: . . ! Ifs dIl�l� 1®� os- s o0000�4 0�0�00. - off, gal l, d �_A4o �� 1,.• ..� . 4d � � 040 0 • I ` i .w rw If,_ :'� 'mss �� .ol :; a o �� _ ��• i t 1:1 l �• �� h� 1 1 L 1. i 0 `�. f ra I . ... i .' ��•• --` ' �� f ? ••1•r ••iri iii •r�� _ 0 0 Hakanson 1 Anderson Assoc., Inc. 3601 Thurston Avenue, Suite 101, Anoka, MN 55303 Phone:763/427-5860 Fax:763/427-0520 CITY COUNCIL MEETING ENGINEER'S AGENDA 2/23/04 7.1: Consider Pay Request #6 and Change Orders #2 and #3 for Wells #4 and #5 to Traut Wells 7.2: Consider Approving Plans and Specs and Authorizing Ad for Bids for Well #6 7.3 Any other Engineering Business Civil &Municipal Engineering G:\M unicipal\AOTSEGO\Agendas\2004\counciIage iZda3 c3c k an urveying for ITEM 7 -1 - Me o _7_ Memo To: RON WAGNER From: BILL MORRIS;/�� CC: Date: 2/17/04 Re: EXTENDING WELL #5 INTO MT. SIMON After reviewing the drawdown test results for Well #5, 1 am convinced that we must recommend to the City of Otsego to continue this well into the Mt. Simon aquifer. I have prepared Change Order No. 3 based on the quotation from the Contractor, Traut Wells. The additional cost to the City would be $ 106,005. There are several reasons for recommending this action. LOW GPM PRODUCTION During the 24 hour drawdown test, the pump was set on 500 GPM. I chose this pump rate based on the step pump testing we did the previous day. We started testing at 400 GPM and then stepped to 600 GPM. The water was sand free at both pumping levels. However, after running at 600 GPM for only three hours, the water level in the well was getting to within 20 feet of the pump intake. The bottom of the 18" casing is at a depth of 270 feet. The pump was set as low as it could go, at 262 feet depth, just inside the casing. If we had continued to pump at this rate for any longer, we would have damaged the pump. Since we had targeted the well for 750 GPM, I wanted to test as high as I thought we could get and still not cavitate the pump. I decided that 500 GPM was the minimum rate we could tolerate from this well. As it turned out, we did not cavitate the pump in the 24 hour test period. However, the water level had not stabilized either. The level was still dropping at a rate of 0.76 feet per hour at the end of the 24 hour period. Typically, a well is not considered stable until the drawdown rate is below 1/4" per 10 minutes, or 0.125 feet per hour. Conclusion is that this well was far form stable. In my opinion, this well would have to be run at 300 to 400 GPM to get to a point of stability within 24 hours. This low pump rate would not meet the demands of the west Otsego service area if Well # 4 was out of service. The City would have to immediately construct another well and tie it into Pumphouse #3. The cost a new well into the Mt. Simon, including the 100 HP pump, electrical control panel, SCADDA system and 2,000 feet of 12" raw water line would be about $ 450,000. Since all these 0 Page 1 items have already been purchased for Well #5, the additional cost of only $ 106,005 is less than one fourth the cost of constructing a new well at another location. HIGH SENSITIVITY OF WELL The pump drawdown test performed on Well #5 on February 12,2004 determined that this well that is terminated in the Ironton/ Galesville aquifer at a depth of 330 feet will only produce 500 GPM with a 182 -foot drop in ground water elevation. This results in a very low well index of only 2.7 GPM per foot of drawdown. By comparison, for Well #4 that is 495 feet deep into the Mt. Simon aquifer, was tested at 1,000 GPM with a drawdown of 74.17 feet. This equates to a very good well index of 13.48 GPM per foot of drawdown. With the pump set at the end of the 18" casing at a depth of 262 feet, the water level had dropped to 219 feet. This would leave only 25 to 35 feet of additional drop in the water level before the pump would begin to suck air and cavitate. There are several things that could use up this 25 to 35 foot cushion. A small fluctuation in the head against the pump, such as a lower water level in the water tower, could cause the pump to jump up to a higher pumping rate. With the well index of only 2.7 GPMPFDD, a 65 to 95 GPM surge would cavitate the pump. Another typical cause of the water level to drop is the effects of a local drought. This has occurred in Otsego in the recent years. A more long range cause would be the increase in use of the aquifer by more public water supplies over a ten year or twenty year period. The water level may not drop the entire 25 to 35 feet, but the rate of supply through the aquifer could be decreased so that the well index may drop lower than 2.7 GPMPFDD. In summary, even if 350 to 500 GPM was possible from this well, the highly sensitive aquifer presents a very high risk that the well would not be productive in the future. WASTE OF CURRENT INVESTMENT The electrical control panel, 100 hp pump, SCADDA system and 2,300 feet of 12" raw water line have already been constructed or purchased for this well. If the well can only produce 350 to 400 GPM, the 100 HP pump and controls would be too large. There would be extra cost to down size the control panel components and reduce the pump motor to 50 HP. 0 Page 2 Hakanson Anderson Assoc.,inc. CONTRACT CHANGE ORDER Project: City of Otsego Project 03-05, Municipal Wells #4 & #5 Owner: City of Otsego To: Mark J. Traut Wells, Inc. (Contractor) Order No. 2 Date: February 23 2004 You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price PHa01\Shared Docs\MunicipalWOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER NO.2.doc Bid Schedule "A"- Well #4 1. Add Line Item # 25, Pump Out Temporary Holding Basin, Lump sum @ $ 2,300.00 / LS $ 2,300.00 2. Add Line Item # 26, Install 8" discharge Pipe and Slope Protection in Detention Basin, Lump Sum $ 600.00/1-S $ 600.00 3. Add for Line Item #27, Radiological Water Analysis $ 850.00/EACH $ 850.00 4. Add for Line Item #28, Additional Bacteriology Test for Temporary Pum $ 44.00/EACH $ 44.00 Bid Schedule "B"- Well #5 5. Add for Line Item #18, Radiological Water Analysis $ 850.00/EACH $ 850.00 Totals $ 4,644.00 Net Change in Contract $4,644.00 Original Contract Amount $ 269,415.00 Previous contract changes, Change Order # 1 to # 1 $ 40,637.40 Prior approved contract amount $310,052.40 Total contract including this and previous change orders $314,696.40 PHa01\Shared Docs\MunicipalWOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER NO.2.doc Justification: (1) Due to the developer's grading and utility construction, all routes to a natural discharge outlet were blocked. Therefore the water from the sand removal process had to be pumped into a large borrow pit that the developer had dug and then removed when a drainage route was available. (2) The detention basin constructed by the developer did not have an outlet pipe. The Well Driller had to install one so the well discharge could be filtered through this basin. (3 & 5) This is a requirement of MDH that was not included in the specifications. (4) This was additional bacteriological test for the temporary pump that was installed. Note: Items (1,2 & 4) are billable to the developers as extra cost for working around their grading and utility work and additional cost for providing water to the twelve homes prior to February 14th Due to the change order, the contract period will be: none Original contract period: Substantial completion by December 25, 2003. Change contract period from previous Change Order N/A Contract period including this and all previous change orders Substantial Completion by December 25, 2003. This document will become a supplement to the contract and all provisions will apply hereto. 1-�ecommended: Accepted: Approved by: (Owner's Arch itect/Engineer) (Contractor) Date Date For the Owner (Name and Title) Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Docs\Municipal\AOTSEGO\515\CONSTRUCTION CORRESPONDENCE10T515 CHANGE ORDER NO.Z.doc Pay Estimate No. 6 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 February 23, 2004 Honorable Mayor 8 City Council City of Otsego 8899 Nashua Avenue N.E. Otsego, Iv1N 55330 RE: Municipal Wells No. 4 and 5 Pay Estimate No. 6 Contractor: Traut Wells Contract Amount: S 314,696.40 Award Dale: May 30, 2003 Completion Date: Dear Honorable Mayor and Council Members: The following work has been completed on the above referenced project: Bid Schedule "A" - Community Public Water Supply Well #4 (Mt. Simon) ITEM: 7.1 Item No. Description Est. Qty Unit Unit Price Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,800.00 $10,800.00 100% $10,800.00 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" Open Hole 300 LF $75.00 $22,500.00 294 $22,050.00 4 Fill/Bail Open Hole 10 CY $40.00 $400.00 10 $400.00 5 Set 18" Casing 410 LF $50.00 $20,500.00 410 $20,500.00 6 Install Grout C.O. #1 +9.00Y 31 CY $300.00 $9,300.00 31.5 $9,450.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 50 $750.00 8 F.I.R. Development Equipment 1 LS $3,200.00 $3,200.00 100% $3,200.00 9 Develop Well/Sandstone Removal 200 HR 5180.00 $36,000.00 309 $55,620.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 100% $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 127 $13,970.00 12 Disinfect Well 1 LS $250.00 $250.00 1 $250.00 13 Gamma Loq Well 1 LS $1,100.00 $1,100.00 100% $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 1 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS $1,150.00 $1,150.00 2 $2,300.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 100% $300.00 16 Abandon Test Boring 1 LS $650.00 $650.00 19 Drill/Drive 30" Casing C.O.#1 135 LF $225.00 $30,375.00 135 $30,375.00 20 Pull 30" Caing Back C.O. #1 24 LF $90.00 $2,160.00 24 $2,160.00 21 Credit for 30" Casing Removed C.O. # 1 24 LF $87.40) ($2.09760) 24 ($2.097.60) 22 Install Temporary 20 HP Pum C.O. #1 1 LS $1,500.00 $1,500.00 1 $1,500.00 23 Pump and Control Panel Rental C.O. #1 Started 2/5/04 90 DAYS $50.00 $4,500.00 9 $450.00 24 Remove Temporary 20 HP Pum C.O. #1 1 LS $1,500.00 $1,500.00 25 Pump Out Temporary Holding Basin C.O. #2) 1 LS $2,300.00 $2.300.00 1 $2,300.00 26 Install 8" Discharge pipe in Dention Basin C.O. #2 1 LS $600.00 $600.00 1 $600.00 27 Radicloclical Water Analysis C.O. #2 1 LS $850.00 $850.00 28 Additional Bacteriology Test for Temporary Pum C.O. #2 1 LS $44.00 $44.00 1 $44.00 Total - Bid Schedule "A" $190,781.40 $207,321.40 Pay Estimate No 6 2/16/04 Pay Estimate No. 6 City of Otsego Improvement Project No. 03-05 Municipal Wells #4 and #5 Bid Schedule "B" Communitv Public WHlPr Sunnly Well tt5 llrnnrnn/r;alecvillel TEM: 7.1 Item No. Description Est. Ot Unit Unit Cost Contract Amount Used To - Date Extension 1 Mobilization/Demobilization 1 LS $10,500.00 $10,500.00 100% S10,50o.0o 2 Drill/Drive 24" Casing 200 LF $135.00 $27,000.00 200 $27,000.00 3 Drill 23" 0 en Hole 127 LF $75.00 $9,525.00 130 $9,750.00 4 Fill/Bail Open Hole 6.5 CY $60.00 $390.00 6 $360.00 5 Set 18" Casing 275 LF $50.00 $13,750.00 272 $13,600.00 6 Install Grout 14 CY $300.00 $4,200.00 15 $4,500.00 7 Blast and Bale 200 LBS $15.00 $3,000.00 180 $2,700.00 8 F.I.R. Development Equipment 1 LS $3,000.00 $3,000.00 100% $3,000.00 9 Develop Well/Sandstone Removal 200 HR $180.00 $36,000.00 125.5 $22,590.00 10 F.I.R. Test Pump Equipment 1 LS $3,400.00 $3,400.00 11 Test Pump Well 60 HR $110.00 $6,600.00 12 Disinfect Well 1 LS $250.00 $250.00 13 Gamma LogWell 1 LS $1,100.00 $1,100.00 1 $1,100.00 14 Video Record Well 1 LS $900.00 $900.00 15 Water Analysis - Report/Permit/Submittals 1 LS $1,150.00 $1,150.00 16 Site Restoration 1 LS $2,000.00 $2,000.00 17 Plumbness and Alignment 1 LS $300.00 $300.00 1 $300.00 18 RadioloclicalWaterAnalysis C.O.#2 11 LS $850.00 $850.00 Total - Bid Schedule "B" $123,915.00 $95,400.00 TOTAL BID SCHEDULE "A" TOTAL BID SCHEDULE "B" TOTAL BID Total Work Completed To -Date Less 5% Retainage Less Previous Payments We Recommend Partial Payment of: APPROVALS: CONTRACTOR: TRAUT WELLS Certification by Contractor: I certify that all items and amounts are correct for the work completed to date. Signed: Title. Date: ENGINEER: Certification by Engineer: We recommend payment for work and quantities as shown. HAKANSON ANDERSON ASSOCIATES, INC. Signed: Title: OWNER: CITY OF OTSEGO Signed: Title: Date. Date: $190,781.40 $207,321.40 $123,915.00 $95,400.00 $314,696.40 $302,721.40 $302,721.40 $15,136.07 $238,022.50 $49,562.83 2 Pay Estimate No. 6 2/16/04 Hakanson Anderson Assoc., Inc. CONTRACT CHANGE ORDER Project: City of Otsego Project 03-05, Municipal Wells #4 & #5 Owner: City of Otsego To: Mark J. Traut Wells, Inc. (Contractor) Order No. 3 Date: February 23, 2004 You are hereby requested to comply with the following changes from the contract plans and specifications: Description of Changes INCREASE DECREASE In Contract Price in Contract Price \\Ha01\Shared Docs\Municipal\HOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER No.3.doc Bid Schedule "B"- Well #5 1. Add Line Item # 19, 2 nd Mobilization & $ 2,500.00 Demobilization Lump sum @ $ 2,500.00 / LS 2. Add Line Item # 20, Drill 17" Open Hole, 85 LF $ 6,375.00 $ 75.00/LF 3. Add for Line Item #21, Set 12" Casing, 417 LF $ 16,680.00 $ 40.00/LF Add for Line Item #22, Install Grout, 50 CY@ $ 16,250.00 $325/CY 5. Add for Line Item #23, Drill 11 " Open Hole, 88 LF $ 4,400.00 $ 50.00/LF 6. Add for Line Item #24, Plumbness & Alignment, $ 400.00 Lump Sum@ $400.00/ LS 7. Add for Line Item #25, Blast & Bale, 175 LBS $ 2,625.00 $ 15.00/ LB 8. Add for Line Item #26, Furnish, Install & Remove $ 3,800.00 Well Dev. Equipment, Lum Sum @ $ 3,800.00/ LS 9.Add for Line Item #27, Develop Well / Sandstone $ 41,625.00 Removal, 225 Hours @ $ 185.00/ HR 10. Add for Line Item #28, Furnish, Install & Remove $ 3,400.00 Test Pum , Lump Sum @ $ 3,400.00/ LS 11. Add for Line Item #29, Test Pumping, 30 Hours $ 3,750.00 $ 125.00/ HR 11. Add for Line Item #30, Water Analysis - Report / $ 2,000.00 Permit / Submittals, Lump Sum @ $ 2,000.00/ LS 12. Add for Line Item #31, Gamma Log Well, Lump $ 1,200.00 Sum @ $ 1,200.00/ LS 13. Add for Line Item #32, Video Record Well, Lump $ 1,000.00 Sum $ 1,000.00/ LS $ 106,005.00 Totals Net Change in Contract $106,005.00 \\Ha01\Shared Docs\Municipal\HOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER No.3.doc Justification: (All items 1 to 13) The pump drawdown test performed on Well #5 on February 12,2004 determined that this well that is terminated in the Ironton/ Galesville aquifer at a depth of 330 feet will only produce 500 GPM with a 182 -foot drop in ground water elevation. This results in a very low well index of only 2.7 GPM per foot of drawdown. By comparison, for Well #4 that is 495 feet deep into the Mt. Simon aquifer, was tested at 1,000 GPM with a drawdown of 74.17 feet. This equates to a very good well index of 13.48 GPM per foot of drawdown. By extending Well #5 into the Mt. Simon, it is expected to have another well with 800 to 1000 GPM with a well index nearer the 10.0 desired range. Due to the change order, the contract period will be: 120 Days ')riginal contract period: Substantial completion by December 25, 2003. hange contract period from previous Change Order N/A Contract period including this and all previous change orders Substantial Completion by April 25, 2004. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: Approved by: (Owner's Architect/Engineer) (Contractor) Date Date For the Owner (Name and Title) Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Docs\Municipal\AOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER NO.3.doc Original Contract Amount $ 269,415.00 Previous contract changes, Change Order # 1 to # 1 $ 45,281.40 Prior approved contract amount $314,696.40 Total contract including this and previous change orders $420,701.40 Justification: (All items 1 to 13) The pump drawdown test performed on Well #5 on February 12,2004 determined that this well that is terminated in the Ironton/ Galesville aquifer at a depth of 330 feet will only produce 500 GPM with a 182 -foot drop in ground water elevation. This results in a very low well index of only 2.7 GPM per foot of drawdown. By comparison, for Well #4 that is 495 feet deep into the Mt. Simon aquifer, was tested at 1,000 GPM with a drawdown of 74.17 feet. This equates to a very good well index of 13.48 GPM per foot of drawdown. By extending Well #5 into the Mt. Simon, it is expected to have another well with 800 to 1000 GPM with a well index nearer the 10.0 desired range. Due to the change order, the contract period will be: 120 Days ')riginal contract period: Substantial completion by December 25, 2003. hange contract period from previous Change Order N/A Contract period including this and all previous change orders Substantial Completion by April 25, 2004. This document will become a supplement to the contract and all provisions will apply hereto. Recommended: Accepted: Approved by: (Owner's Architect/Engineer) (Contractor) Date Date For the Owner (Name and Title) Date This information will be used as a record of any changes to the original construction contract. \\Ha01\Shared Docs\Municipal\AOTSEGO\515\CONSTRUCTION CORRESPONDENCE\OT515 CHANGE ORDER NO.3.doc WELLS #6 IMPROVEMENT PROJECT 04-07 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA SHEET INDEX GI. TITLE SHEET G2. SITE PLAN G3. FLOOR PLAN G4. INSIDE WATER PIPE PROFILE AND WELL CONSTRUCTION DIAGRAM GS. PIPE DETAILS ELECTRICAL SYMBOLS R ABBREVIATIONS ELECTRICAL SITE PLAN ELECTRICAL PLAN MOTOR CONTROL CENTER ONE LINE DIAGRAM MCC SCHEMATICS CONTROL PANEL SCHEMATICS ELECTRICAL DETAIL h SCHEMATICS a�tnu�w w•w.w h oohs wMn�n.a Fison Ander ' Anderson Assoc.,Inc. Ergvers. Surveyors L L—Wf MCNtccts ----------� ��` J � ;' � /' ' zo r�i �. a AI c , i / / / ' ✓ "'I lilt it ___-- ___ - ----------------- -- ---------- / Yp -- ' / ,', / r' �,• \� U " to 0' 1 � 'b �NG �� _� ,� , 54 p t Do a z o a/ 2 i i 4 1 o a C on cx CD go to r-- 1114 11---------- 9 1 0 'j W g ; 1 1 cl, lilt 1 I 1'll 1 ! ' , III 1 `-� '' ' `' If,l I ✓� ,. CHLOR NE POLYPHOSPHATE FLUORIDE r�a I I FLOOR PLAN I --WATER HEATER i I I 7-0• o r -P• -MDP SINK I I LINK SEAL WELL rl•: -DEI FLOOR PLAN AND 93 G3 0 FOOTING PLAN __ _---OBSEPVATION I EXHAVST � 3501 mN o A+.. Nene, urn„Me 55303 _ :NIT' r CwEE/SA en........... u.-, u A�. 9/30 W.N0T319 b �P Ju aLI 6 SWING CHECK NALVE REMQVE E%ISTINC_ 1d�BUND FLANGE BN fi7 $TRNNERJ BOOSTER PUMP REMOVE E; 116:'Il PIECEe !�a fO*,�UND FILE CABINET PRESSURE EXISTING LP 10" DIP 10'.6' DESK SNB - REDUCER CHMR • C.0. WELL /5 C.O."' S. EXISTING J 10� DIP GE e- an -- CCNCRETE FLOOR PLAN _CORE HOLE 7-0• o r -P• e' -o - `y.�i LINK SEAL WELL rl•: IMPROVEMENT PROJECT 04-07 FLOOR PLAN AND 93 G3 0 FOOTING PLAN __ _---OBSEPVATION � 3501 mN o A+.. Nene, urn„Me 55303 'WINDOW u WELL IT6 en........... u.-, u A�. 9/30 W.N0T319 Ju 10 -ELL 92-1 ' EMERGENCY EYEWASH PUMP BASE AND , DISCHARGE HEAD 'IRE-, EXTINGUISHER CONTROL PANEL PAD -- CCNCRETE FLOOR PLAN 7-0• o r -P• e' -o - GATE REw510N E"•"^' R eae I Hakanson Anderson Assoc., Inc. CivB Engineer era Lona s.rvsyer IMPROVEMENT PROJECT 04-07 FLOOR PLAN AND 93 G3 0 FOOTING PLAN sKP z s o+ � 3501 mN o A+.. Nene, urn„Me 55303 u WELL IT6 en........... u.-, u A�. 9/30 W.N0T319 T63 ��1M ancon-ana-5860 FU 5inm2com0530 CIN OF OTSEGO. MINNESOTA yK[R WELL #6 SUBSURFACE GEOLOGY AND PROPOSED WELL CONSTRUCTION ELEV. DEPTH CUT OFF ELEVATION 893.0 (MSL) (FEET)l TEST WEI 1 1 or. #1 F.: ' -m. # 0' PULL BACK 24' CASING DURING GROUTING OPERATION TO ELEV. — 800 ELEV 778 INITIAL DRIVEN BOTTOM OF 24' CASING ELEV. 631 BOTTOM OF 18' _ CASING AND 23 1/2 OPEN HOLE a 0 of OU NT/ GROUND `/ ELEV-891.0 GROUT ANNULAR SPACE 18' CASING GROUTED IN PLACE o� L GRAVEL (SHOWN) TO BE REMOVED AS STATED BELOW. ELEV/2� . 561 BOTTOM OF 17 1NOMINAL DIA OPEN HOLE. FILL WITH GRAVEL PRIOR TO GROUTING 18' CASING IN PLACE. BAIL GRAVEL FROM HOLE WHEN GROUT HAS SET. 10' SPOOL PIECE LVAL�VEE "" THROUGH EXISTING n 8' BLOCK WALL. CORE HOLE AND ICHECK VALVE USE RUBBER LINK SEAL OW METER 6-STRANER AIR RELEASE VALVE 1< Tz-/ 10'. 6" REDUCER ELISTNS 10' ELBOW .../// ii I;j \• PIPE SUPPORT _l REMOVE EXISTING 10' BUND �I! SECTION C—C '� Hakanson Anderson Assoc., Inc. WELL CONSTRUCTION DIAGRAM and Loma s.rv.r.�s [t4 1/9/0. ,.,,, .. IMPROVEMENT PRn.IFT T na—r)7 I AND INSIDE WATER PIPE PRt17ll F SAND k GRAVEL GLACIAL CLAY DRIFT 810 81 SHALE BT SANDSTONE FRANCONIA 778 113 (GREEN) FORMATION SANDSTONE IRONTON / (WHITE) GALESVILLE FORMATION 709 182 SHALES (GREY/GREEN) EAU CLAIRE ELEV-641 FORMATION BOTTOM OF 1, 641 250 R SING TEBO 1 J ELEV-5135 1 BOTTOM OF TEST BORING N2 MT. SIMON FORMAT ON SANDSTONE (LIGHT GREEN 551 340 TRACE OF SILT) 0' PULL BACK 24' CASING DURING GROUTING OPERATION TO ELEV. — 800 ELEV 778 INITIAL DRIVEN BOTTOM OF 24' CASING ELEV. 631 BOTTOM OF 18' _ CASING AND 23 1/2 OPEN HOLE a 0 of OU NT/ GROUND `/ ELEV-891.0 GROUT ANNULAR SPACE 18' CASING GROUTED IN PLACE o� L GRAVEL (SHOWN) TO BE REMOVED AS STATED BELOW. ELEV/2� . 561 BOTTOM OF 17 1NOMINAL DIA OPEN HOLE. FILL WITH GRAVEL PRIOR TO GROUTING 18' CASING IN PLACE. BAIL GRAVEL FROM HOLE WHEN GROUT HAS SET. 10' SPOOL PIECE LVAL�VEE "" THROUGH EXISTING n 8' BLOCK WALL. CORE HOLE AND ICHECK VALVE USE RUBBER LINK SEAL OW METER 6-STRANER AIR RELEASE VALVE 1< Tz-/ 10'. 6" REDUCER ELISTNS 10' ELBOW .../// ii I;j \• PIPE SUPPORT _l REMOVE EXISTING 10' BUND �I! SECTION C—C '� Hakanson Anderson Assoc., Inc. WELL CONSTRUCTION DIAGRAM and Loma s.rv.r.�s [t4 1/9/0. ,.,,, .. IMPROVEMENT PRn.IFT T na—r)7 I AND INSIDE WATER PIPE PRt17ll F I N :w Q SECTION O PENETRATION OF EXISTING WALL DETAIL O PITLESS ADAPTER WELL #6 N.T.S. V — RPE SU_CRT -E S.— BASE "A DO PIPE SUPPORT BASE PLATE N.T.S. DUCTILE WON F -RC STANSHO. u CM KILL M 259 M EQUAL 3'0 SCHEDULE 10 0) 3/-' ANCHOR SOLTS (cAw) -'CC.-l---' OC PIPE SUPPORT N.T.S. I* U-a-'TNIMHEAW HEX NUTS al ,`!tee ® orf A INNINIFIR ?J—ARN NO PLAN 'A' T16 �N NO SECTION 'A' AT NO on NDT .Ea SECTION 'AA 4CRETE THRU51,BLOCK DETAIL OG PRESSURE GAGE/SAMPLE TAP ASSEMBLY OPTIONS okonson Anderson Assoc., Inc. WELL CONSTRUCTION DIAGRAM SHEET 0H4 Engi—lll — Lane S—y-1 IMPROVEMENT PROJECT 04-07 AND INSIDE WATER PIPE PROFILE G5 3501 %.It. A", --t. $3303 PUMP HOUSE 01 27-5860 FAX 763-427-0520 G5 CITY OF OTSEGO. MINNESOTA SHERS PLAN 'AA' 1/2-1 ST.N S STEEL -E FREE STMOINC m SURE CADE 12'. S"NHLES 'T/EEL CCUR NGS l/'2'- X 1/2" STAINLESS STEEL TEE 1/2'0 STAINLESS PEEL 1/4' W EUaOW CLOSE vALK11'2's STAINLESS STEEL �PE T/2*1 STANUESS STEEL NPE 1/4-0 —NLESS MEL -E T W LOCATION fOX —ESS ASSEN6UE5 STEEL REDUCER BUSHING PM PRESSURE GGE 1/2'0 STAINLESS STEEL BALL MW Z' OG PRESSURE GAGE/SAMPLE TAP ASSEMBLY OPTIONS okonson Anderson Assoc., Inc. WELL CONSTRUCTION DIAGRAM SHEET 0H4 Engi—lll — Lane S—y-1 IMPROVEMENT PROJECT 04-07 AND INSIDE WATER PIPE PROFILE G5 3501 %.It. A", --t. $3303 PUMP HOUSE 01 27-5860 FAX 763-427-0520 G5 CITY OF OTSEGO. MINNESOTA SHERS ITEM 7-2 RESOLUTION NO. RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a Motion passed by the council on 1/26/04, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the construction of Improvement Project No. 04-07, Municipal Wells #6. And has presented such plans and specifications to the council for approval; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO MINNESOTA: 1. Such plans and specifications, dated February 13, 2004, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Engineer shall prepare and cause to be inserted in the official paper and in the Construction Bulletin, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall specify the work to be done, shall state that bids will be opened at 2:00 p.m. on March 30, 2004, in the council chambers of the city hall, 8899 Nashua Avenue, Otsego, Minnesota, 55330. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier's check, bid bond or certified check payable to the clerk for 5.0 per cent of the amount of such bid Larry Fournier, Mayor Judy Hudson, Clerk G:\Municipal\AOTSEGO\519\ot519resAppPlansOrdAd.doc Michael C. Couri- Andrew J. MacArthur Robert T. Ruppe— David R. Wendorf *Also licensed in 11/inois "Also licensed in California February 19, 2004 City Council Members City of Otsego c/o Judy Hudson, City Clerk 8899 Nashua Avenue NE Otsego, MN 55330 CO URI, MACAR THUR & RUPPE, AL.L.A Attorneys at Law 705 Central Avenue East PO Box 369 St. Michael, MN 55376-0369 (763) 497-1930 (763) 497-2599 (FAA? couriandmacarthur@pobox.com RE: Revised Animal Ordinance and Summary Dear Council Members: Please find enclosed a revised Animal Ordinance incorporating changes directed by the Council at the last regularly scheduled meeting. The previous changes remain underlined and the new changes are bolded. I am also enclosing a Summary of the Ordinance for publication. If you have any questions I will be available to discuss them at the meeting on Monday. Very truIY49urs, A rew J. ' cA/hu'r COURT, MACARTHUR & RUPPE Encls. CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE NO. AN ORDINANCE REGULATING ANIMALS WITHIN THE CITY OF OTSEGO AND REPEALING OTSEGO ORDINANCE NO.8 RELATED TO DOGS The City Council of the City of Otsego, Wright County, Minnesota ordains as follows: Section 1. Repealer. Otsego Ordinance No. 8 related to Dogs is hereby repealed in, its entirety. Section 2. Definitions. As used in this Chapter, unless the context otherwise indicates, the following words shall be defined to mean: Subdivision 1. Animal. "Animal" shall mean any mammal, reptile, amphibian, fish, bird (including all fowl and poultry) or other members commonly accepted as part of the animal kingdom. Animals shall be classified as follows: A. Domestic. "Domestic animals" shall mean those animals commonly accepted as domestic household pets. Unless otherwise defined, such animals shall include dogs, cats, caged birds, gerbils, hamsters, guinea pigs, domesticated rabbits, fish, non-poisonous, non- venomous and non -constricting reptiles or amphibians, and other similar animals. B. Non -Domestic. "Non- Domestic animals" shall mean those animals commonly considered to be naturally and not usually trained or domesticated, or which are commonly considered to be inherently dangerous to the health, safety and welfare of people. Unless otherwise defined, such animals shall include: Any member of the large cat family (family felidea) including lions, tigers, cougars, bobcats, leopards and jaguars, but excluding commonly accepted domesticated house cats. 2. Any naturally wild member of the canine family (family canidae) including wolves, foxes, coyotes, dingoes, and jackals, but excluding commonly accepted domesticated dogs. 3. Any crossbreeds such as the crossbreed between a wolf and a dog, unless the crossbreed is commonly accepted as a domesticated house pet. 4. Any member or relative of the rodent family including any skunk (whether or not descented), raccoon, or squirrel , but excluding those members otherwise defined or commonly accepted as domesticated pets. 5. Any poisonous, venomous, constricting, or inherently dangerous member of the reptile or amphibian families including rattlesnakes, boa constrictors, pit vipers, crocodiles and alligators. 6. Any other animal which is not explicitly listed above but which can be reasonably defined by the terms of this subpart, including but not limited to bears, deer, monkeys and game fish, unless explicitly allowed under State law. Subdivision 2. Farm. "farm animals" shall mean those animals commonly associated with a farm or performing work in an agricultural setting. Unless otherwise defined, such animals shall include members of the equestrian family (horses, mules), bovine family (cows, bulls), sheep, poultry (chickens, turkeys), fowl (ducks, geese), swine (including Vietnamese pot-bellied pigs), goats, bees, and other animals associated with a farm, ranch, or stable. Subdivision 3. Cat. "Cat" shall be intended to mean both the male and female of the felidae species, commonly accepted as household pets. Subdivision 4. Dog. "Dog" shall be intended to mean both the male and female of the canine species, commonly accepted as domesticated household pets, and other domesticated animals of a dog kind. Subdivision 5. Owner. "Owner" shall be intended to mean any person or persons, firm, company, corporation, association or other entity owning, keeping, or harboring an animal. 2 Subdivision 6. Animals at Large. "At Large" shall be intended to mean off the premises (i.e. legal description of record) of the owner and not under the custody and control of the owner or other person, either by leash, cord, chain, or otherwise restrained or confined. Subdivision 7. Animal Release Permit. "Release Permit" shall mean a permit issued by the Animal Warden for the release of any animal confined. A Release Permit may be obtained upon payment of a fee as established by Council resolution, payment of the license fee for the animal if unlicensed, as well as payment of all costs incurred by the City in capturing, impounding and harboring the animal. The release fee shall be established from time to time by resolution of the City Council. Section 3. Dogs and Cats. Subdivision 1. Running at Large Prohibited. It shall be unlawful for the dog or cat of any person who owns, harbors, or keeps a dog or cat, or the parents or guardians of any such person under 18 years of age, to run at large. Dogs or cats on a leash and accompanied by and under the control and direction of a responsible person so as to be effectively restrained by command as by leash, shall be permitted in streets or on public land unless the City has posted an area with signs reading "Dogs or Cats Prohibited". Subdivision 2. License Required. A. All dogs over the age of six months kept, harbored or maintained by their owners within the City, shall be licensed and registered with the City. Dog licenses shall be issued by the City Clerk upon payment of the license fee. The Owner shall state at the time of application is made for the license and upon forms provided for such purpose, his or her name and address and the name, breed, color and sex of each dog owned or kept by him or her. No license shall be granted for a dog which has not been vaccinated against distemper and rabies, as provided in this Ordinance. Vaccination shall be performed only by a doctor qualified to practice veterinary medicine in the state in which the dog is vaccinated. A veterinarian who vaccinates a dog to be licensed in the City shall complete a certificate of vaccination. One copy shall be issued to the dog owner for affixing to the license application. B. It shall be the duty of each owner of a dog subject to this Section to pay to the Clerk -Treasurer the license fee as imposed by resolution of the City Council. 3 C. Upon payment of the license fee, the City Clerk shall issue to the owner a license certificate and metallic tag for each dog licensed. The tag shall have stamped on it the number corresponding with the number on the certificate. Every owner shall be required to provide each dog with a collar to which the license tag must be affixed, and shall see that the collar and tag are constantly worn. In case a dog tag is lost or destroyed, upon application and payment of the required fee a duplicate shall be issued by the City Clerk. Dog tags shall not be transferable from one dog to another and no refunds shall be made on any dog license or tag because of death of a dog or other reason. D. The licensing provisions of this Subdivision shall not apply to dogs whose owners are non-residents temporarily within the City, nor to dogs brought into the City for the purpose of participating in any dog show, nor shall this provision apply to "seeing eye" dogs or helper dogs properly trained to assist disabled individuals. E. The funds received by the City Clerk from all dog licenses, and metdllic tag fees shall be first used to defray costs incidental to the enforcement of this Ordinance. Subdivision 3. Cats. Cats shall be included as within the controls established within this sub -section of the Ordinance in so far as running -at -large, pickup, impounding, boarding, licensing and proof of anti -rabies vaccine is concerned. All other provisions of this Ordinance shall also apply to cats unless otherwise indicated. Subdivision 4. Vaccination. A. All dogs and cats kept harbored, maintained, or transported within the City shall be vaccinated at least once every three years by a licensed veterinarian for rabies (with a live modified vaccine) and distemper. B. A certificate of vaccination must be kept on which is stated the date of vaccination, owner's name and address, the animal's name (if applicable), sex, description and weight, the type of vaccine, and the veterinarian's signature. Upon demand made by the City Clerk or sheriff's deputy, the owner shall present for examination the required certificates of vaccination for the animals. In cases where certificates are not presented, the owner or keeper of the animals 4 shall have seven days in which to present the certificates to the City Clerk or other designee or sheriffs deputy. Failure to do so shall be deemed to be a violation of this Ordinance. Section 4. Non- Domestic Animals Prohibited. It shall be illegal for any person to own, possess, harbor, or offer for sale, any non-domestic animal within the City limits. Any owner of such an animal at the defective date of adoption of this ordinance shall have thirty days from that date in which to remove the animal from the City after which time the City may impound as provide for in this Ordinance. An exception shall be made to this prohibition for animals specifically trained for and actually providing assistance to the handicapped or disabled, and for those animals brought into the City as part of an operating zoo, veterinarian clinic, scientific research laboratory, or a licensed show or exhibition. Section 5. Farm Animals. Farm animals shall only be kept in agricultural districts of the City or other districts as allowed in the City Zoning Ordinance and pursuant to restrictions set forth in the Zoning Ordinance. An exception shall be made to this sub -section for those farm animals brought into the City as part of an operating zoo, veterinarian clinic, scientific research laboratory, or a licensed show or exhibition. Section 6. Impounding. Subdivision 1. Running at Large. Any unlicensed animal running at large is hereby declared a public nuisance. Any sheriff's deputy or authorized police officer may impound any dog or other animal found unlicensed or any animal found running at large and shall give notice of the impounding to the owner of such dog or other animal, if known. In case the owner is unknown, the officer shall post notice at the City Hall that if the dog or other animal is not claimed within the time period set forth in this Ordinance, it will be sold or otherwise disposed of. Except as otherwise provided in this Ordinance it shall be unlawful to kill, destroy, or otherwise cause injury to any animal, including dogs and cats, running at large. Subdivision 2. Biting Animals. Any animal that has not been inoculated by a live modified rabies vaccine and which has bitten any person, wherein the skin has been punctured or the services of a doctor are required, shall be confined in the City Pound for a period of not less than ten days, at the expense of the owner. The animal may be released at the end of such time if healthy and free from symptoms of rabies, and by payment of all costs by the owner. However, if the owner of animal shall elect immediately upon receipt of notice of need for such confinement by the officer to voluntarily and immediately confine the animal for the required period of time in a veterinary hospital of the owner's choosing, not outside of Wright County, and provide immediate proof of such confinement in such a manner as may be required, the owner may do so. If, however, the animal has been inoculated with a live modified rabies vaccine and the owner has proof of the vaccination by a certificate from a licensed veterinarian, the owner may confine the dog or other animal to the owner's property. Subdivision 3. Reclaiming Animals. All animals conveyed to the City Pound shall be kept , with humane treatment and sufficient food and water for their comfort, at least five regular business days or any time period specifically set forth in this Ordinance. Any licensed or implanted animal shall be kept for at least fourteen (14) days. In case the owner or keeper shall desire to reclaim the animal from the pound, the following shall be required, unless otherwise provided for in this ordinance, or established from time to time by resolution of the City Council: A. Payment of a $25.00 release fee and receipt of a release permit from the City or designee. B. Payment of any and all maintenance cost for the animal, per day or any part of a day while the animal is in said pound; and C. If a dog is unlicensed, payment of a regular license fee and valid certificate of vaccination for rabies and distemper shots is required. Subdivision 4. Unclaimed Animals. At the expiration of the times established in Subdivision 3, if the animal has not been reclaimed in accordance with the provisions of this Section, the City's designee may let any person claim the animal by complying with all provisions of this Section, or cause the animal to be destroyed in a proper and humane manner and shall properly dispose of the remains. Section 7. Dog Kennels and Cat Shelters. Subdivision 1. Definition of Kennel and Cat Shelter. The keeping of three or more dogs and/or cats over six (6) months of age on the same premises, whether owned by the same person or not and for whatever purpose kept, shall constitute a "dog kennel" or a "cat shelter". Subdivision 2. Dog Kennel and Cat Shelter as Nuisance. Because the keeping of three or more cats or dogs on the same premises is subject to great abuse, causing discomfort to people in the area by way of smell, noise, hazard and general aesthetic depreciation, the keeping of three or more cats and/or dogs on the premises without obtaining a kennel license pursuant to applicable ordinances and the City Zoning Ordinance is hereby declared to be a nuisance and no person shall 0 keep or maintain a dog kennel or cat shelter within the City without proper City authorization. Section 8. Nuisances: Animals Subdivision 1. Habitual Barking. It shall be unlawful for any person to keep or harbor a dog which habitually barks or cries. Habitual barking shall be defined as barking or crying for repeated intervals of at least three minutes with less than one minute of interruption. Such barking or crying must also be audible off of the owner's or caretaker's premises. Repeated barking due to intentional provocation by an unrelated individual residing off the property of the Owner is not considered habitual barking for purposes of this ordinance, nor is barking related to a periodic external stimulus such as a non domestic animal, machinery or unusual activity within the vicinity of the premises. Subdivision 2. Damage to Property. It shall be unlawful for any person's dog or other animal to substantially damage any lawn, garden or other property (including animals), whether or not the owner has knowledge of the damage. Any animal causing damage to property may be impounded as.provided in this section, or a complaint may be issued by any party aggrieved by an animal under this Section, against the owner of the animal for prosecution under this Ordinance. Subdivision 3. Cleaning up Litter. The owner of any animal or person having the custody or the control of any animal shall be responsible for cleaning up any feces of the animal and disposing of such feces in a sanitary manner whether on their own property, on the property of others or on public property. Subdivision 4. Other. Any animals kept contrary to this Section are subject to impoundment. Section 9. Seizure of Animals. Any sheriff's deputy, animal control officer or City designee may enter upon private property and seize any offending animal provided that any of the following exist: A. There is an identified complainant other than the deputy, officer or designee making a contemporaneous complaint about the animal; B. The deputy, officer or designee reasonably believes that the animal meets the criteria for a barking dog, cruelty, or for an animal at large as set forth in this ordinance; C. The deputy, officer or designee can demonstrate that there has been at least one previous complaint of a barking dog, inhumane 7 treatment of an animal, or that the animal was at large at this address on a prior date; D. The deputy, officer or designee has made a reasonable attempt to contact the owner of the property and those attempts have either failed or have been ignored; E. The seizure will not involve the forced entry into a private residence. Use of a pass key obtained from a property manager, landlord, innkeeper, or other person authorized to have such key shall not be considered unauthorized entry; F. Written notice of the seizure is left in a conspicuous place if personal contact with the owner of the dog is not possible. Section 10. Animals Presenting a Danger to Health and Safety of City. If in the reasonable belief of a deputy, officer or designee, an animal presents an immediate danger to the health and safety of any person including a deputy, officer or designee, or the animal is threatening imminent harm to any person, or the animal is in the process of attacking any person, the officer may destroy the animal in a proper and humane manner. Otherwise, the deputy, officer or designee may apprehend the animal and deliver it to the pound for confinement. If the animal is later determined to be no longer a danger to the health, safety and welfare of the City, it may be released to its owner. Section 11. Diseased Animals. Subdivision 1. Running at Large. No person shall keep or allow to be kept on his or her premises, or on premises occupied by them, nor permit to run at large in the City, any animal which is diseased so as to be a danger to the health and safety of the City, even though the animal be properly licensed under this Section. Subdivision 2. Confinement. Any animal reasonably suspected of being diseased and presenting a threat to the health and safety of the public, may be apprehended and confined in the pound by any deputy, officer or designee. The deputy, officer or designee shall have a qualified veterinarian examine the animal. If the animal is found to be diseased in such a manner so as to be a danger to the health and safety of the City, the deputy, officer or designee shall cause such animal to be painlessly killed and shall properly dispose of the remains. The owner or keeper of the animal killed under this Section shall be liable for all costs related to the apprehension, maintenance and disposal of the animal, plus the costs of any veterinarian examinations. Subdivision 3. Release. If the animal, upon examination, is not found to be diseased within the meaning of this Section, the animal shall be released to the owner or keeper free of charge. Section 12. Dangerous Animals. Subdivision 1. Attack by an Animal. It shall be unlawful for any person's animal to inflict or attempt to inflict bodily injury to any person or other animal whether or not the owner is present. This section shall not apply to an attack by a dog under the control of an on -duty law enforcement officer or to an attack upon an uninvited intruder who has entered the owner's home with criminal intent. Subdivision 2. Destruction of Dangerous Animal. A deputy, officer, or designee shall have the authority to order the destruction of dangerous animals in accordance with the terms established by this ordinance. Subdivision 3. Definitions. (1) A dangerous animal is an animal which has: a. Without provocation inflicts substantial bodily harm on a human being on public or private property; or b. Killed a domestic animal without provocation while off the owner's property; or C. Been found to be potentially dangerous and after the owner has notice that the animal is potentially dangerous, the animal aggressively bites, attacks, or endangers the safety of humans or domestic animals. (2) A potentially dangerous animal is an animal which has: a. When unprovoked, inflicts bites on a human or a domestic animal on public or private property; or b. When unprovoked, chases or approaches a person, including a person on a bicycle, upon the streets, sidewalks, or any public or private property, other than the animal owner's property, in an apparent attitude of attack; or E C. Has a known propensity, tendency or disposition to attack unprovoked causing injury or otherwise threatening the safety of humans or domestic animals. (3) Proper enclosure. Proper enclosure means securely confined indoors or in a securely locked pen or structure suitable to prevent the animal from escaping and to provide protection for the animal from the elements. A proper enclosure does not include a porch, patio, or any part of a house, garage, or other structure that would allow the animal to exit of its own volition, or any house or structure in which windows are open or in which door or window screens are the only barriers which prevent the animal from exiting. The enclosure shall not allow the egress of the animal in any manner without human assistance. A pen or kennel shall meet the following minimum specifications: a. Have a minimum overall floor size of thirty-two (32) square feet. b. Sidewalls shall have a minimum height of five (5) feet and be constructed of 11 -gauge or heavier wire. Openings in the wire shall not exceed two (2) inches, support posts shall be one - and -one -quarter -inch or larger steel pipe buried in the ground eighteen (18) inches or more. The floor of the enclosure must be concrete, concrete block or asphalt. In the case of a dangerous dog the concrete, concrete block or asphalt must be at least four (4) inches thick. C. A cover over the entire pen or kennel shall be provided. The cover shall be constructed of the same gauge wire or heavier as the sidewalls and shall also have no openings in the wire greater than two (2) inches. d. An entrance/exit gate shall be provided and be constructed of the same material as the sidewalls and shall also have no openings in the wire greater than two (2) inches. The gate shall be equipped with a device capable of being locked and shall be locked at all times when the animal is in the pen or kennel. e. A kennel or enclosure shall be subject to inspection for compliance with this sub- section at least once yearly, and the 10 owner shall pay any inspection fee at the rate then in effect for said inspections. (4) Unprovoked. Unprovoked shall mean the condition in which the animal is not purposely excited, stimulated, agitated or disturbed. Subdivision 4. Designation as potentially dangerous animal. The deputy, officer, or designee shall designate any animal as a potentially dangerous animal upon receiving such evidence that such potentially dangerous animal has, when unprovoked, then bitten, attacked, or threatened the safety of a person or a domestic animal as stated in subparagraph (c)(2). When an animal is declared potentially dangerous, the deputy, officer, or designee shall cause one (1) owner of the potentially dangerous animal to be notified in writing that such animal is potentially dangerous. Subdivision 5. Evidence Justifying Designation. The deputy, officer, or designee shall have the authority to designate any animal as a dangerous animal upon receiving evidence of the following: (1) That the animal has, when unprovoked, bitten, attacked, or threatened the safety of a person or domestic animal as stated in subparagraph (c)(1). (2) That the animal has been declared potentially dangerous and such animal has then bitten, attacked, or threatened the safety of a person or domestic animal as stated in subparagraph (c)(1). Subdivision 6. Authority to Order Destruction. The deputy, officer, or designee, upon finding that an animal is dangerous hereunder, is authorized to order, as part of the disposition of the case, that the animal be destroyed based on a written order containing one (1) or more of the following findings of fact: (1) The animal is dangerous as demonstrated by a vicious attack, an unprovoked attack, an attack without warning or multiple attacks; or (2) The owner of the animal has demonstrated an inability or unwillingness to control the animal in order to prevent injury to persons or other animals. Subdivision 7. Procedure. The deputy, officer, or designee, after having determined that an animal is dangerous, may proceed in the following manner: 11 (1) The deputy, officer, or designee shall cause one (1) owner of the animal to be notified in writing or in person that the animal is dangerous and may order the animal seized or make such orders as deemed proper. This owner shall be notified as to dates, times, places and parties bitten, and shall be given fourteen (14) days to appeal this order by requesting a hearing before the city council for a review of this determination. a. If no appeal is filed, the orders issued will stand or the deputy, officer, or designee may order the animal destroyed. b. If an owner requests a hearing for determination as to the dangerous nature of the animal, the hearing shall be held before the city council, which shall set a date for hearing not more than three (3) weeks after demand for the hearing. The records of the deputy, officer, or designee or city clerk's office shall be admissible for consideration by the deputy, officer, or designee without further foundation. After considering all evidence pertaining to the temperament of the animal, the city council shall make an order as it deems proper. The city council may order that the deputy, officer, or designee take the animal into custody for destruction, if such animal is not currently in custody. If the animal is ordered into custody for destruction, the owner shall immediately make the animal available to a City designee. C. No person shall harbor an animal after it has been found by to be dangerous and ordered into custody for destruction. Subdivision 8. Stopping an Attack. If any deputy, officer, or designee is witness to an attack by an animal upon a person or another domestic or farm animal, the deputy, officer, or designee may take whatever means the officer deems appropriate to bring the attack to an end and prevent further injury to the victim. Subdivision 9. Notification of New Address. The owner of an animal which has been identified as dangerous or potentially dangerous must notify the deputy, officer, or designee in writing if the animal is to be relocated from its current address or given or sold to another person. The notification must be given in writing at least fourteen (14) days prior to the relocation or transfer of ownership. The notification must include the current owner's name and address, the relocation address, and the name of the new owner, if any. 12 Subdivision 10. City's Option to Use Alternative Enforcement. The City may, at its option, enforce the above Section through alternative means including enforcement of relevant State statutes by the City or County. Section 13. Dangerous Animal Requirements. Subdivision 1. Requirements. If the city council does not order the destruction of an animal that has been declared dangerous, the city council may, as an alternative, order any or all of the following: (1) That the owner provide and maintain a proper enclosure for the dangerous animal as specified in Section 12, Subdivision 3(3); (2) Post the front and the rear of the premises with clearly visible warning signs, including a warning symbol to inform children, that there is a dangerous animal on the property as specified in Minnesota Statute 347.51; (3) Provide and show proof annually of public liability insurance or surety bond in the amount of at least fifty thousand dollars ($50,000.00); (4) If the animal is a dog and is outside the proper enclosure, the dog must be muzzled and restrained by a substantial chain or leash (not to exceed six (6) feet in length) and under the physical restraint of a person sixteen (16) years of age or older. The muzzle must be of such design as to prevent the dog from biting any person or animal, but will not cause injury to the dog or interfere with its vision or respiration; (5) If the animal is a dog, it must have an easily identifiable, standardized tag identifying the dog as dangerous affixed to its collar at all times as specified in Minnesota Statute 347.51; (6) All animals deemed dangerous by the deputy, officer, or designee shall be registered with the County in which this city is located within fourteen (14) days after the date the animal was so deemed and provide satisfactory proof thereof to the deputy, officer, or designee. (7) If the animal is a dog, the dog must be licensed and up to date on rabies vaccination. If the animal is a cat or ferret, it must be up to date with rabies vaccination. 13 (8) Comply with any and all additional conditions applying to dangerous dogs as set forth in Minnesota Statutes Section 347.5 1, and as amended. Subdivision 2. Seizure. A deputy, officer, or designee shall immediately seize any dangerous animal if the owner does not meet each of the above requirements within fourteen (14) days after the date notice is sent to the owner that the animal is dangerous. Seizure may be appealed to district court by serving a summons and petition upon the city and filing it with the district court. Subdivision 3. Reclaiming Animals. A dangerous animal seized under Section 13, Subdivision 2, may be reclaimed by the owner of the animal upon payment of impounding and boarding fees, applicable release permit fees, and presenting proof to animal control that each of the requirements under Section 13, Subdivision 2, is fulfilled. An animal not reclaimed under this section within fourteen (14) days may be disposed of as provided under Section 12, Subdivision 6, and the owner is liable to animal control for costs incurred in confining the animal. Subdivision 4. Subsequent Offenses. If an owner of an animal has subsequently violated the provisions under Section 12 with the same animal, the animal must be seized by a deputy, officer, or designee. The owner may request a hearing as defined in Section 12, Subdivision 6. If the owner is found to have violated the provisions for which the animal was seized, the deputy, officer, or designee shall order the animal destroyed in a proper and humane manner and the owner shall pay the costs of confining the animal. If the person is found not to have violated the provisions for which the animal was seized, the owner may reclaim the animal under the provisions of Section 13, Subdivision 3. If the animal is not yet reclaimed by the owner within fourteen (14) days after the date the owner is notified that the animal may be reclaimed, the animal may be disposed of as provided under Section 12, Subdivision 6 and the owner is liable to the animal control for the costs incurred in confining, impounding and disposing of the animal. Section 14. Basic Care. All animals shall receive from their owners or keepers kind treatment, housing in the winter, and sufficient food and water for their comfort. Any person not treating their pet in such a humane manner will be subject to the penalties provided in this Section. Section 15. Breeding Moratorium. Every female dog or female cat in heat shall be confined in a building or other enclosure in such manner that it cannot come in contact with another dog or cat except for planned breeding. Upon capture and 14 failure to reclaim the animal, every dog or cat shall be neutered or spayed prior to being transferred to a new owner. Section 16. Enforcing Officer. The Council is hereby authorized to appoint an officer or designee to enforce the provisions of this Section. The officer may be a deputy sheriff. In the officer's duty of enforcing the provisions of this Section, he or she may from time to time, with the consent of the Council, designate assistants. Section 17. Pound. From time to time the Council shall designate an official pound to which animals found in violation of this chapter shall be taken for safe treatment, and if necessary, for destruction. Section 18. Interference with Officers. No person shall in any manner molest, hinder, or interfere with any person authorized by the Council to capture dogs, cats or other animals and convey them to the pound while engaged in such operation. Nor shall any unauthorized person break open the pound, or attempt to do so, or take or attempt to take from any agent any animal taken up by him or her in compliance with this Chapter, or in any other manner to interfere with or hinder such officer in the discharge of his or her duties under this Chapter. Section 19. Violations and Penalties. Subdivision 1 Separate Offenses. Each day a violation of this Chapter is committed or permitted to continue shall constitute a separate offense and shall be punishable as such under this Section. Subdivision 2 Misdemeanor. Unless otherwise provided, violation of this Chapter shall constitute a misdemeanor punishable by a fine of up to $1,000 or imprisonment for up to 90 days. Subdivision 3. Petty Misdemeanor. Violations of Section 3, Section 8, subdivision 1 and subdivision 3 are petty misdemeanors punishable by a fine of up to $300 per violation. In the event that an owner commits three of the same or similar petty misdemeanor violations within a period of one year, the third violation shall be considered a misdemeanor. ADOPTED this day of February, 2004 by the Otsego City Council, Wright County, Minnesota. IN FAVOR: OPPOSED: 15 ATTEST: Judy Hudson, City Clerk CITY OF OTSEGO Larry Fournier, Mayor 16 CITY OF OTSEGO COUNTY OF WRIGHT STATE OF MINNESOTA ORDINANCE SUMMARY SUMMARY OF CITY OF OTSEGO ORDINANCE NO. 2004-01 RELATED TO ANIMALS The following is an approved summary of the above Ordinance No. 2004-01. The Otsego City Council has determined that the summary accurately summarizes the ordinance and provides adequate notice to the public of its various terms and conditions. Ordinance No.2004-01 repeals previous Otsego Ordinance No. 8 related to Dogs. The Ordinance defines domestic, non-domestic and farm animals and sets forth regulations as to where farm animals are allowed, and bans non-domestic animals from the City. The ordinance sets forth standards for determining when an animal constitutes a nuisance animal, a potentially dangerous animal, or a dangerous animal and establishes procedures and restrictions regarding the same. The ordinance also provides for penalties when an animal is running at large and sets forth a definition of running at large. The ordinance also limits how many cats and dogs care allowed upon a premises without requiring approval from the City. The ordinance provides that most violations are a misdemeanor, except for specific sections of the ordinance which are designated as petty misdemeanors if not repeated three times within a year. ADOPTED by the Otsego City Council this 23d day of February, 2004. IN FAVOR: OPPOSED: CITY OF OTSEGO Larry Fournier, Mayor Judy Hudson, City Clerk ITEM 10.1 Memo From Park And Recreation Board Date: 2/13/2004 To: Mayor of Otsego and Otsego City Council Members cc: City Administration Frown Pauline Nelson RIE Community Education Recreation Programming Proposal Greetings, Park and Recreation Commissioners are very enthused to present to you one of our most recent endeavors to provide a much needed recreational program in Otsego. On January 14, 2004 Charlie Blesener, director of Elk River School District Community Education, was present to discuss partnering with the City of Otsego to provide recreation programming. We discussed what sort of events had worked in the past and what we would like to see in the future. Mr. Blesener was more then accommodating and came back to our February 11, 2004 meeting with a proposal of our request, which you will find attached. The proposal is tentative, but we wanted you to be able to view the preliminary work that has been done. Events may be changed, added or deleted depending upon availability and cost. A final version will be complete by March 15, 2004. It was well within the Park and Recreation Budget to provide this. Community Education is flexible with the events and ideas are welcome. Recreation would include several day and evening events at Prairie Park and School Knoll Paris. It would also include sport lessons at School Knoll Park's tennis courts. We have taken into account all age groups and will be able to offer something to everyone. We see this partnership with Community Education as a Win -Win situation for Otsego residents and Otsego In closing, I would like to say that I hope you will be pleased and supportive with this program. If you have any questions, concerns or ideas the Park and Recreation Commissioners would welcome your input. Sincerely, Pauline Nelson Chrough C/?ZY D C P� c �Co 'STRICT 728 ■ mmunity Education �,felongltza� 1170 Main Street • Elk River, Minnesota • 55330 • 763-241-3520 2 February 2004 To: Mike Robertson, City Administrator & Otsego Park & Recreat' n mmissioners From: Charlie Blesener, Administrator of Community Education Re: Proposal for recreation programming for summer 2004 Thank you for inviting me to the January 14, 2004 Park & Recreation Commission meeting, and for the discussion of possible approaches to recreation programming in Otsego in 2004. At that time you requested a proposal for programs for your review and possible amendment or adoption. Enclosed is a proposal which outlines some summer 2004 programming possibilities and assigns estimated costs and revenues. The proposal is based on direction given me by the commission at the Jan. 14 meeting, and includes up to five daytime "entertainment in the park" type programs as well as up to five evening ones. I believe the commission was interested in these beginning after the July 4th holiday and continuing weekly for five weeks. In addition, the proposal calls for tennis instruction which could be offered either daytime or evening, or possibly both, the indoor/outdoor activity would likely be a playground/park program using the park, as well as an indoor option using the community room for games and table activities. The special event budget is consistent with past costs of providing a penny carnival. The proposal is intended to be a menu from which you and the commission can choose, based on community interest and your budget. As per our discussion of Jan. 14, all of the proposed programs would be at the Prairie Park/City Hall complex. Some additional direction from the commission would be helpful regarding the best time of day to be offering the indoor/outdoor activity and the penny carnival (would there be sufficient children around during the day with transportation to get to the Prairie Park/City Hall complex, or should these programs be offered in the evening?). Input from the commission as to the proposed fees would also be helpful. To that end, Program Manager Carole McNaughton-Commers and I would be available to attend the Commission's Feb. 11 meeting. "VO C, Don't hesitate to contact me (241-3522) if you have questions or need further clarification. We are looking forward to working closely with you and the commission to provide quality recreation programs for Otsego residents. ISD 728 Community Education Otsego Recreation Proposal for Summer 2004 February 2, 2004 Activit Entertainment - daytime Raptor Center Mask Magic Juggler Additional daytime session Additional daytime session Entertainment - evening Magician Zoo Mobile Games Guy Additional evening session Additional evening session Tennis Lessons 3 classes, 6 nights, $25 fee Tennis Day Camp One week, Mon - Thu Indoor/Outdoor Activity Estimated Participation Estimated Expense Estimated Revenue Balance sessions, 2 hrs each, $24 12 $206 $288 $82 Special Event 150 $500 $0 -$500 Administration/Marketing $850 -$850 $0 TOTAL $1913 $1,458 -$4,455 contract, staff, supply fees 50 $475 $0 -$475 5 0 $275 $0 -$275 50 $250 $0 -$250 5 0 $325 $0 -$325 50 $325 $0 -$325 $1,650 100 $325 $0 -$325 100 $325 $0 -$325 100 $425 $0 -$425 50 $325 $0 -$325 5 0 $325 $0 -$325 $1,725 18 $262 $450 $188 12 $720 $720 $0 sessions, 2 hrs each, $24 12 $206 $288 $82 Special Event 150 $500 $0 -$500 Administration/Marketing $850 -$850 $0 TOTAL $1913 $1,458 -$4,455