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06-09-08
CLAIMS LIST CITY COUNCIL MEETING JUNE 9, 2008 TO: Judy Hudson Attached is the Claims List for the City Council. For more details, please refer to the Check Detail Registers. Claims Register PAYROLL 06-04-2008 $ 118,483.83 06-04-2008 $ 35,558.27 ELECTRONIC PYMTS: Qwest Centerpoint Energy Dept. of Revenue -Fuel Tax Dept. of Revenue -Sales Tax Elk River Utilities Wright -Hennepin Delta Dental Total GRAND TOTAL $ 154,042.10 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 $ 0.00 If you have any questions or if you would like to review this list further, please let me know. Sue Frisch Bookkeeper CITY OF OTSEGO 06/04/08 11:38 AM Page 1 *Check Summary Register© JUNE 2008 Name Check Date Check Amt 10100 BANK OF ELK RIVER Paid Chk# 045786 ZIEGLER CONSTRUCTION CO IN 5/21/2008 ($61.70) VOID CHECK #45786 Paid Chk# 045787 ZIEGLER INC 6/3/2008 $61.70 GASKETS, STUDS, NUTS Paid Chk# 045788 ADAM'S PEST CONTROL INC 6/4/2008 $84.14 QUARTERLY SERVICE Paid Chk# 045789 ALLIANCE BENEFIT GROUP 6/4/2008 $3,210.13 PPE 5/31/08 CH DTD 6/4/08 Paid Chk# 045790 ARROW TERMINAL LLC 6/4/2008 $180.49 OPERATING SUPPLIES Paid Chk# 045791 BRAUN INTERTEC 6/4/2008 $2,400.00 75TH STREET EXTENSION Paid Chk# 045792 CATCO 6/4/2008 $67.72 LED FLASHER Paid Chk# 045793 CENTRAL HYDRAULICS, INC. 6/4/2008 $226.04 FITTINGS Paid Chk# 045794 CHARTER COMMUNICATIONS 6/4/2008 $119.06 MONTHLY SERVICE Paid Chk# 045795 CITY OF EXCELSIOR 6/4/2008 $60.00 MCFOA MTG - TAMI & JUDY Paid Chk# 045796 CITY OF MONTICELLO 6/4/2008 $402.57 APRIL ANIMAL CONTROL Paid Chk# 045797 CRYSTEEL TRUCK EQUIPMENT 6/4/2008 $14,963.01 CRANE/BOX FOR 02 FORD F350 Paid Chk# 045798 DAKOTA SUPPLY GROUP 6/4/2008 $3,591.18 WATER METERS Paid Chk# 045799 DEPT OF LABOR & INDUSTRY 6/4/2008 $100.00 ANNUAL ELEVATOR PERMIT Paid Chk# 045800 DISTINCTIVE DESIGN IRRIGATIO 6/4/2008 $2,750.00 LILYPOND PARK IRRIGATION Paid Chk# 045801 ECM PUBLISHERS INC 6/4/2008 $400.95 LEGAL - ORDINANCE Paid Chk# 045802 ELK RIVER PRINTING & PARTY 6/4/2008 $63.90 BUSINESS CARDS - TIM ROCHEL Paid Chk# 045803 FORT DEARBORN LIFE 6/4/2008 $905.65 ADMIN - JUNE Paid Chk# 045804 GODFATHER'S PIZZA 6/4/2008 $66.40 CC WORKSHOP MEAL Paid Chk# 045805 GOPHER STATE ONE -CALL INC 6/4/2008 $582.90 LOCATE TICKETS Paid Chk# 045806 HAKANSON ANDERSON ASSOC 6/4/2008 $66,208.54 QUANTRELLE AVE EXT/88TH ST Paid Chk# 045807 ICMA RETIREMENT TRUST 6/4/2008 $573.22 PLAN NUMBER 304185 Paid Chk# 045808 INK WIZARDS, INC. 6/4/2008 $1,050.65 BLDG UNIFORMS Paid Chk# 045809 KEY LAND HOMES 6/4/2008 $1,000.00 7452 LARGE - LNDSCP ESC REF Paid Chk# 045810 LAWSON PRODUCTS 6/4/2008 $78.33 LUBE, GASKET REMOVER Paid Chk# 045811 LONG & SONS 6/4/2008 $1,297.35 CITY HALL SUPPLIES Paid Chk# 045812 MARTIES FARM SERVICE INC 6/4/2008 $86.27 SEED FOR PARKS Paid Chk# 045813 MARY JORDAN 6/4/2008 $1,000.00 7801 LAMONT - LNDSCP ESC REFUN Paid Chk# 045814 MENARDS 6/4/2008 $54.24 CONCRETE MIX FOR SIGNS Paid Chk# 045815 MN CITY/COUNTY MANAGEMEN 6/4/2008 $94.00 ANNUAL DUES - MIKE ROBERTSON Paid Chk# 045816 MN DEPARTMENT OF HEALTH - 6/4/2008 $3,249.00 2ND QTR WATER SUPPLY CONN FEE Paid Chk# 045817 NAPA OF ELK RIVER INC 6/4/2008 $213.98 HI -DRI Paid Chk# 045818 NORTHERN TOOL & EQUIPMEN 6/4/2008 $127.78 RECEIVER TUBE/PINTLE Paid Chk# 045819 NOW CARE MEDICAL CENTERS 6/4/2008 $190.00 RENE METCALF - PRE EMPLYMENT Paid Chk# 045820 OFFICEMAX 6/4/2008 $290.39 OFFICE SUPPLIES Paid Chk# 045821 POMP S TIRE SERVICE INC 6/4/2008 $49.00 FLAT REPAIRS Paid Chk# 045822 PRIORITY ONE 6/4/2008 $700.00 IRRIGATION METER REFUND Paid Chk# 045823 PUBLIC EMPLOYEES RETIREME 6/4/2008 $4,014.37 PPE 5/31/08 CH DTD 6/4/08 Paid Chk# 045824 PURCHASE POWER 6/4/2008 $518.99 POSTAGE Paid Chk# 045825 QWEST 6/4/2008 $145.02 PW PHONE SERVICE Paid Chk# 045826 RANDY'S SANITATION 6/4/2008 $214.71 8899 NASHUA AVE Paid Chk# 045827 RCA BUILDERS INC. 6/4/2008 $1,000.00 11440 72ND - LNDSCP ESC REF Paid Chk# 045828 SCHLUENDER CONSTRUCTION 6/4/2008 $330.00 PW SEPTIC PUMPING Paid Chk# 045829 SNAP-ON TOOLS 6/4/2008 $467.33 VISE GRIP, 50-100 FT LB TORQUE Paid Chk# 045830 STACEY & JOE POULIOT 6/4/2008 $250.00 REFUND - DUST CONTROL Paid Chk# 045831 SUPERIOR LAWN 6/4/2008 $3,113.61 CITY PROPERTY Paid Chk# 045832 TOSHIBA AMERICA BUSINESS S 6/4/2008 $55.29 PW TOSHIBA COPIER Paid Chk# 045833 TRI COMMUNICATIONS SECURI 6/4/2008 $459.75 SECURITY SYSTEM MAINT Paid Chk# 045834 VANCE BROTHERS INC 6/4/2008 $447.30 WAND/HOSE/HOSE REEL Paid Chk# 045835 WRIGHT COUNTY RECORDER 6/4/2008 $46.00 GRC - TCF BLDG/SITE PLAN Paid Chk# 045836 XEROX CORPORATION 6/4/2008 $522.36 XEROX COPIER Paid Chk# 045837 ZARNOTH BRUSH WORKS INC 6/4/2008 $462.21 BROOM FOR ELGIN SWEEPER Total Checks $118,483.83 CITY OF OTSEGO 06/04/08 11:39 AM Page 1 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment 10100 BANK OF ELK RIVER Paid Chk# 045786 5/21/2008 ZIEGLER CONSTRUCTION CO INC E 101-43100-220 Repair/Maint Supply (GENERAL) ($61.70) PC -080257392 VOID CHECK #45786 Total ZIEGLER CONSTRUCTION CO INC ($61.70) Paid Chk# 045787 6/3/2008 ZIEGLER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $61.70 PC080257392 GASKETS, STUDS, NUTS Total ZIEGLER INC $61.70 Paid Chk# 045788 6/4/2008 ADAM'S PEST CONTROL INC E 101-41940-390 Contracted Services $84.14 447176 QUARTERLY SERVICE Total ADAM'S PEST CONTROL INC $84.14 Paid Chk# 045789 6/4/2008 ALLIANCE BENEFIT GROUP Repair/Maint Supply (GENERAL) E 101-41600-123 Health $543.75 PPE 5/31/08 CH DTD 6/4/08 E 101-43100-123 Health $906.25 PPE 5/31/08 CH DTD 6/4/08 G 101-21706 Hospitalization/Medical Ins $491.38 PPE 5/31/08 CH DTD 6/4/08 E 101-41400-123 Health $543.75 PPE 5/31/08 CH DTD 6/4/08 E 250-42410-123 Health $725.00 PPE 5/31/08 CH DTD 6/4/08 Total ALLIANCE BENEFIT GROUP $3,210.13 Paid Chk# 045790 6/4/2008 ARROW TERMINAL LLC E 101-43100-210 Operating Supplies (GENERAL) $180.49 54884 -IN OPERATING SUPPLIES Total ARROW TERMINAL LLC $180.49 Paid Chk# 045791 6/4/2008 BRAUN INTERTEC E 403-43100-302 Engineering Fees $2,400.00 293316 75TH STREET EXTENSION Total BRAUN INTERTEC $2,400.00 Paid Chk# 045792 6/4/2008 CATCO E 101-43100-210 Operating Supplies (GENERAL) $48.50 11-53476 BRACKETS, GROMMET, PLUG E 101-43100-220 Repair/Maint Supply (GENERAL) $19.22 3-52595 LED FLASHER Total CATCO $67.72 Paid Chk# 045793 6/4/2008 CENTRAL HYDRAULICS, INC. E101-43100-220 Repair/Maint Supply (GENERAL) $131.45 10011 FITTINGS E 101-43100-220 Repair/Maint Supply (GENERAL) $75.27 10041 FITTINGS E101-43100-220 Repair/Maint Supply (GENERAL) $19.32 10047 FITTINGS Total CENTRAL HYDRAULICS, INC. $226.04 Paid Chk# 045794 6/4/2008 CHARTER COMMUNICATIONS E 101-41400-390 Contracted Services $119.06 MONTHLY SERVICE Total CHARTER COMMUNICATIONS $119.06 Paid Chk# 045795 6/4/2008 CITY OF EXCELSIOR E 101-41400-360 Education/Training/Conferences $60.00 MCFOA MTG - TAMI 8 JUDY Total CITY OF EXCELSIOR $60.00 Paid Chk# 045796 6/4/2008 CITY OF MONTICELLO E 101-42710-390 Contracted Services $402.57 10820 APRIL ANIMAL CONTROL Total CITY OF MONTICELLO $402.57 Paid Chk# 045797 6/4/2008 CRYSTEEL TRUCK EQUIPMENT E 206-43100-501 Equipment $14,963.01 F25444 CRANE/BOX FOR 02 FORD F350 Total CRYSTEEL TRUCK EQUIPMENT $14,963.01 Paid Chk# 045798 6/4/2008 DAKOTA SUPPLY GROUP E 601-49400-203 Other Supplies $3,591.18 5645767 WATER METERS CITY OF OTSEGO 06/04/08 11:39 AM Page 2 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment Total DAKOTA SUPPLY GROUP $3,591.18 Paid Chk# 045799 6/4/2008 DEPT OF LABOR & INDUSTRY E 101-43100-390 Contracted Services $100.00 ANNUAL ELEVATOR PERMIT Total DEPT OF LABOR & INDUSTRY $100.00 Paid Chk# 045800 6/4/2008 DISTINCTIVE DESIGN IRRIGATION E 203-45210-530 Improvements Other Than Bldgs $2,750.00 1080 LILYPOND PARK IRRIGATION Total DISTINCTIVE DESIGN IRRIGATION $2,750.00 Paid Chk# 045801 6/4/2008 ECM PUBLISHERS INC E 101-41400-350 Print/Binding (GENERAL) $118.80 270285 LEGAL - ORDINANCE E 101-41400-350 Print/Binding (GENERAL) $133.65 270776 LEGAL - PUBLIC NOTICE E 101-41400-350 Print/Binding (GENERAL) $74.25 270777 LEGAL - PUBLIC HEARING E 101-41400-350 Print/Binding (GENERAL) $74.25 270778 LEGAL - PUBLIC HEARING E 490-49400-302 Engineering Fees Total ECM PUBLISHERS INC $400.95 W/S IMPR -194 W IND PK E 101-41560-302 Engineering Fees Paid Chk# 045802 6/4/2008 ELK RIVER PRINTING & PARTY PLU E 250-42410-350 Print/Binding (GENERAL) $63.90 26696 BUSINESS CARDS - TIM ROCHEL Total ELK RIVER PRINTING & PARTY PLU $63.90 Paid Chk# 045803 6/4/2008 FORT DEARBORN LIFE E 101-41400-130 Employer Paid Ins (GENERAL) E 601-49400-130 Employer Paid Ins (GENERAL) E 101-41600-130 Employer Paid Ins (GENERAL) E 250-42410-130 Employer Paid Ins (GENERAL) E 602-49450-130 Employer Paid Ins (GENERAL) E 101-43100-130 Employer Paid Ins (GENERAL) $905.65 Total FORT DEARBORN LIFE Paid Chk# 045804 6/4/2008 GODFATHER'S PIZZA $201.58 ADMIN - JUNE $10.99 W/S - JUNE $155.88 FIN - JUNE $201.76 BLDG - JUNE $10.99 W/S - JUNE $324.45 PW - JUNE $905.65 $175.00 E 101-41400-310 Miscellaneous $66.40 CC WORKSHOP MEAL Total GODFATHER'S PIZZA $66.40 Paid Chk# 045805 6/4/2008 GOPHER STATE ONE -CALL INC E 250-42410-310 Miscellaneous Total GOPHER STATE ONE -CALL INC $582.90 8050744 LOCATE TICKETS $582.90 Paid Chk# 045806 6/4/2008 HAKANSON ANDERSON ASSOC INC G 701-22396 ARBOR CREEK 2ND $431.06 22321 ARBOR CREEK 2 E 101-41560-302 Engineering Fees $204.20 23317 WETLAND CONS ACT 1991 E 408-43100-302 Engineering Fees $46.91 23318 OTSEGO CREEK IMPR PROJECT E 475-43100-302 Engineering Fees $175.00 23319 WATERFRONT EAST UTILITIES E 490-49450-302 Engineering Fees $86.23 23320 W/S IMPR -194 W IND PK E 490-49400-302 Engineering Fees $86.22 23320 W/S IMPR -194 W IND PK E 101-41560-302 Engineering Fees $1,810.60 23323 STAFF MEETINGS G 701-21861 EAGLE TRUCK INTERIM USE PERM $525.94 23324 EAGLE TRUCKING G 701-22445 RIVER PLACE II $90.75 23325 RIVERPLACE 2 G 701-22406 KITCROSS 5/6 $777.17 23326 KITTREDGE 5/6 G 701-22413 OTSEGO PRESERVE II $1,097.96 23327 OTSEGO PRESERVE 2 G 701-21870 DARA GLEN ADDN - SHAMROCK D $285.50 23328 DARA GLEN G 701-22492 RIVERBEND SOUTH - DARKENWAL $34.38 23330 RIVERBEND SOUTH E 444-49400-302 Engineering Fees $1,664.32 23331 WELL #8 & #9 & RAW WTRMN G 701-22393 REMINGTON COVES $159.20 23332 REMINGTON COVES G 701-22422 ROTTLUND HOMES $486.06 23333 ROTTLUND/WILDFLOWER G 701-22465 GREAT RIVER CTR $633.08 23334 GREAT RIVER CENTRE E 480-43100-302 Engineering Fees $43.75 23335 194/ALBERTVILLE TRAFFIC STUDY E 495-49450-302 Engineering Fees $552.21 23338 GRENINS MISSISSIPPI CITY SEWER CITY OF OTSEGO 06/04/08 11:39 AM Page 3 *Check Detail Register© JUNE 2008 Paid Chk# 045808 6/4/2008 INK WIZARDS, INC. E 101-43100-225 Check Amt Invoice Comment E 444-49400-302 Engineering Fees $1,199.74 23339 WATER TOWER #1 ALT VLWBOOSTER E 499-49400-302 Engineering Fees $175.00 23340 CITY WELL HEAD PROTECTION E 495-43100-302 Engineering Fees $246.05 23341 QUANTRELLE AVE EXT/88TH ST G 701-22426 FIN PLAT ARBOR CRK 3 $276.38 23342 ARBOR CREEK 3 G 701-22432 OTSEGO PRESERVE III $891.70 23343 OTSEGO PRESERVE 3 G 701-21855 FRIENDSHIP ADDITION $68.76 23344 FRIENDSHIP G 701-22392 MISSISSIPPI COVE 1 & 2 $89.38 23345 DAVIS MISSISSIPPI COVES G 701-22434 Crimson Ponds West $180.03 23346 CRIMSON PONDS WEST E 410-49450-302 Engineering Fees $11,814.21 23349 QUEENS AVE/CSAR 36 STORM POND E 101-41400-348 Maps $512.08 23350 GOPHER ONE CALL MAPS E 101-41560-302 Engineering Fees $653.55 23351 CITY MAP E 601-49400-302 Engineering Fees $1,563.40 23352 SCADA IMPROVEMENTS 2008 E 602-49450-302 Engineering Fees $2,135.19 23353 2008 SEWER CLEANING E 485-43100-302 Engineering Fees $1,085.70 23354 QUEENS AVE IMPROVEMENT E 250-42410-311 Ping & Eng. - 101Traffic Study $1,384.56 23355 TRUNK HWY 101 E 444-49400-302 Engineering Fees $6,893.01 23356 HIGH PRESSURE WTR LINE (WTR TW G 701-21872 TARGET STORE $528.92 23364 TARGET STORE SITE E 601-49400-302 Engineering Fees $264.01 23365 MISC W/S E 602-49450-302 Engineering Fees $264.01 23365 MISC W/S E 101-41560-302 Engineering Fees $5,182.14 23365 MISC ENGINEERING E 101-41560-302 Engineering Fees $1,379.89 23366 2008 MSAA E 414-43100-302 Engineering Fees $2,415.74 23367 QUANTRELLE W/S E 444-43256-302 Engineering Fees $5,756.88 23368 LS #1 IMPR - PHASE 1 E 403-43100-302 Engineering Fees $3,107.40 23371 75TH STREET IMPROVEMENT G 701-21880 CRONIE'S GAMEROOM BAR & GRIL $3,963.73 23372 CRONIES G 701-21883 ISLAND VIEW BLUFFS $1,216.20 23372 ISLAND VIEW BLUFFS (BAME) G 701-21884 KLEIN BANK BUILDING $787.75 23372 KLEIN BANK G 701-21868 MN NATIVE LNDSCP ANNEXATION $923.35 23372 MN NATIVE LANDSCAPES G 701-21871 KALEIDOSCOPE CHARTER SCHOO $694.39 23372 KALEIDOSCOPE CHARTER SCHOOL G 701-22462 DUKE REALTY $173.68 23373 GATEWAY NORTH - DUKE G 701-22436 CRIMSON PONDS NORTH $1,191.17 23374 CRIMSON PONDS NORTH Total HAKANSON ANDERSON ASSOC INC $66,208.54 Paid Chk# 045807 6/4/2008 ICMA RETIREMENT TRUST G 101-21705 Other Retirement $361.00 PLAN NUMBER 304185 E 101-41400-121 PERA $212.22 PLAN NUMBER 304185 Total ICMA RETIREMENT TRUST $573.22 Paid Chk# 045808 6/4/2008 INK WIZARDS, INC. E 101-43100-225 Uniforms/Clothing Allowance $200.50 49139 PW UNIFORMS (BRENT) E 250-42410-225 Uniforms/Clothing Allowance $446.25 49730 BLDG UNIFORMS E 601-49400-201 Office Supplies and Expenses $25.00 49730 W/S UNIFORMS E 602-49450-201 Office Supplies and Expenses $25.00 49730 W/S UNIFORMS E 101-41400-201 Office Supplies and Expenses $226.20 49730 ADMIN UNIFORMS E 101-41600-201 Office Supplies and Expenses $127.70 49730 FIN UNIFORMS Total INK WIZARDS, INC. $1,050.65 Paid Chk# 045809 6/4/2008 KEY LAND HOMES E 702-41400-310 Miscellaneous $1,000.00 7452 LARGE - LNDSCP ESC REF Total KEY LAND HOMES $1,000.00 Paid Chk# 045810 6/4/2008 LAWSON PRODUCTS E 101-43100-210 Operating Supplies (GENERAL) $78.33 6862093 LUBE, GASKET REMOVER Total LAWSON PRODUCTS $78.33 Paid Chk# 045811 6/4/2008 LONG & SONS E 101-41940-203 Other Supplies $120.52 08-150 CITY HALL SUPPLIES E 101-43100-389 Cleaning Services $404.70 08-150 PW - MAY CLEANING CITY OF OTSEGO 06/04/08 11:39 AM Page 4 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment E 101-41940-389 Cleaning Services $772.13 08-150 CITY HALL - MAY CLEANING Total LONG & SONS $1,297.35 Paid Chk# 045812 6/4/2008 MARTIES FARM SERVICE INC E 101-45200-220 Repair/Maint Supply (GENERAL) $86.27 133794 SEED FOR PARKS Total MARTIES FARM SERVICE INC $86.27 Paid Chk# 045813 6/4%2008 MARY JORDAN E 702-41400-310 Miscellaneous $1,000.00 7801 LAMONT - LNDSCP ESC REFUN Total MARY JORDAN $1,000.00 Paid Chk# 045814 6/4/2008 MENARDS E 101-43100-393 Street Signs $29.98 61523 CONCRETE MIX FOR SIGNS E 101-43100-210 Operating Supplies (GENERAL) $24.26 63125 FITTINGS Total MENARDS $54.24 Paid Chk# 045815 6/4/2008 MN CITY/COUNTY MANAGEMENT ASSO E 101-41400-355 Dues & Memberships $94.00 ANNUAL DUES - MIKE ROBERTSON Total MN CITY/COUNTY MANAGEMENT ASSO $94.00 Paid Chk# 045816 6/4/2008 MN DEPARTMENT OF HEALTH - WATE E 601-49400-375 WATER TEST FEE $3,249.00 2ND QTR WATER SUPPLY CONN FEE Total MN DEPARTMENT OF HEALTH - WATE $3,249.00 Paid Chk# 045817 6/4/2008 NAPA OF ELK RIVER INC E 101-43100-220 Repair/Maint Supply (GENERAL) $75.56 360636 BATTERY E 101-45200-210 Operating Supplies (GENERAL) $9.34 361110 U -BOLT FOR GATE E 101-43100-220 Repair/Maint Supply (GENERAL) $63.85 361623 BATTERY E 101-43100-210 Operating Supplies (GENERAL) $23.58 363537 MISC OPER SUPPLIES E 101-43100-220 Repair/Maint Supply (GENERAL) $12.93 364794 HOSE, HOSE END E 101-43100-210 Operating Supplies (GENERAL) $28.72 365096 HI -DRI Total NAPA OF ELK RIVER INC $213.98 Paid Chk# 045818 6/4/2008 NORTHERN TOOL & EQUIPMENT CO E 101-43100-210 Operating Supplies (GENERAL) $127.78 193006714 RECEIVER TUBE/PINTLE Total NORTHERN TOOL & EQUIPMENT CO $127.78 Paid Chk# 045819 6/4/2008 NOW CARE MEDICAL CENTERS E 101-43100-310 Miscellaneous $21.00 BRAD BELAIR - DOT RANDOM E 101-43100-310 Miscellaneous $45.00 KEVIN LAMSON - DOT RANDOM E 101-43100-310 Miscellaneous $124.00 RENE METCALF - PRE EMPLYMENT Total NOW CARE MEDICAL CENTERS $190.00 Paid Chk# 045820 6/4/2008 OFFICEMAX E 101-41400-201 Office Supplies and Expenses $290.39 214884 OFFICE SUPPLIES Total OFFICEMAX $290.39 Paid Chk# 045821 6/4/2008 POMP S TIRE SERVICE INC E 101-43100-400 Repairs & Maint Cont $24.50 885587 FLAT REPAIRS E 10143100-400 Repairs & Maint Cont $24.50 885587 FLAT REPAIRS Total POMP S TIRE SERVICE INC $49.00 Paid Chk# 045822 6/4/2008 PRIORITY ONE R 601-34302 Water Meters $700.00 IRRIGATION METER REFUND Total PRIORITY ONE $700.00 Paid Chk# 045823 6/4/2008 PUBLIC EMPLOYEES RETIREMENT FD E 602-49450-121 PERA $32.64 PPE 5/31/08 CH DTD 6/4/08 E 601-49400-121 PERA $32.65 PPE 5/31/08 CH DTD 6/4/08 CITY OF OTSEGO 06/04/08 11:39 AM Page 5 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment E 101-43100-121 PERA $804.46 PPE 5/31/08 CH DTD 6/4/08 E 250-42410-121 PERA $453.60 PPE 5/31/08 CH DTD 6/4/08 G 101-21704 PERA $1,926.88 PPE 5/31/08 CH DTD 6/4/08 E 101-41600-121 PERA $421.20 PPE 5/31/08 CH DTD 6/4/08 E 101-41400-121 PERA $342.94 PPE 5/31/08 CH DTD 614/08 Total PUBLIC EMPLOYEES RETIREMENT FD $4,014.37 Paid Chk# 045824 6/4/2008 PURCHASE POWER E 101-41400-206 Postage $518.99 POSTAGE Total PURCHASE POWER $518.99 Paid Chk# 045825 6/4/2008 QWEST E 101-43100-320 Telephone $145.02 PW PHONE SERVICE Total QWEST $145.02 Paid Chk# 045826 6/4/2008 RANDY'S SANITATION E 101-41940-325 Garbage Service $111.79 8899 NASHUA AVE E 101-43100-325 Garbage Service $102.92 13400 90TH ST Total RANDY'S SANITATION $214.71 Paid Chk# 045827 6/4/2008 RCA BUILDERS INC. E-702-41400-310 Miscellaneous $1,000.00 11440 72ND - LNDSCP ESC REF Total RCA BUILDERS INC. $1,000.00 Paid Chk# 045828 6/4/2008 SCHLUENDER CONSTRUCTION E 101-43100-322 Utilities $330.00 14836 PW SEPTIC PUMPING Total SCHLUENDER CONSTRUCTION $330.00 Paid Chk# 045829 6/4/2008 SNAP-ON TOOLS E 101-43100-240 Small Tools/Equipment $467.33 213704 VISE GRIP, 50-100 FT LB TORQUE Total SNAP-ON TOOLS $467.33 Paid Chk# 045830 6/4/2008 STACEY & JOE POULIOT R 101-36200 Miscellaneous Revenues $250.00 REFUND - DUST CONTROL Total STACEY & JOE POULIOT $250.00 Paid Chk# 045831 6/4/2008 SUPERIOR LAWN E 101-41940-390 Contracted Services E 60149400-390 Contracted Services E 602-49450-390 Contracted Services Total SUPERIOR LAWN $1,918.68 1442 CITY PROPERTY $597.47 1442 W/S PROPERTY $597.46 1442 W/S PROPERTY $3,113.61 Paid Chk# 045832 6/4/2008 TOSHIBA AMERICA BUSINESS SOLUT E 101-43100-413 Office Equipment Rental $55.29 49701777 PW TOSHIBA COPIER Total TOSHIBA AMERICA BUSINESS SOLUT $55.29 Paid Chk# 045833 6/4/2008 TRI COMMUNICATIONS SECURITY SV E 101-43100-402 Repairs/Maint Buildingss $459.75 18845 -IN SECURITY SYSTEM MAINT Total TRI COMMUNICATIONS SECURITY SV $459.75 Paid Chk# 045834 6/4/2008 VANCE BROTHERS INC E 101-43100-240 Small Tools/Equipment $447.30 WAND/HOSE/HOSE REEL Total VANCE BROTHERS INC $447.30 Paid Chk# 045835 6/4/2008 WRIGHT COUNTY RECORDER E 101-41400-340 Recording Fees $46.00 GRC - TCF BLDG/SITE PLAN Total WRIGHT COUNTY RECORDER $46.00 Paid Chk# 045836 6/4/2008 XEROX CORPORATION CITY OF OTSEGO 06/04/08 11:39 AM Page 6 *Check Detail Register© JUNE 2008 Check Amt Invoice Comment E 101-41400-413 Office Equipment Rental $522.36 33004521 XEROX COPIER Total XEROX CORPORATION $522.36 Paid Chk# 045837 6/4/2008 ZARNOTH BRUSH WORKS INC E 101-43100-210 Operating Supplies (GENERAL) $462.21 117536 BROOM FOR ELGIN SWEEPER Total ZARNOTH BRUSH WORKS INC $462.21 10100 BANK OF ELK RIVER $118,483.83 Fund Summary $118,483.83 10100 BANK OF ELK RIVER 101 GENERAL FUND $27,558.95 203 PARK DEVELOPMENT $2,750.00 206 CAPITAL EQUIPMENT REVOLVING $14,963.01 250 Comm. Dev. & Bldg Safety $3,857.97 403 COLLECTOR RDS (FORMERLY MSA) $5,507.40 408 Otsego Creek Watershed $46.91 410 Queens Avenue Watershed Distri $11,814.21 414 Revolving Capital Improvements $2,415.74 444 SE Utilities Project $15,513.95 475 Waterfront East/Miss. Shores $175.00 480 194/CSAH 37/19 & Kadler $43.75 485 Street Impr. Fund - 2006 $1,085.70 490194 Industrial Park - W/S PROJ $172.45 495 2007 Grenins, Friendship &Quan $798.26 499 WELLHEAD PROTECTION PROJECT $175.00 601 WATER FUND $10,033.70 602 SEWER FUND $3,065.29 701 DEVELOPMENT ESCROWS FUND $15,506.54 702 BUILDERS ESCROW FUND $3,000.00 $118,483.83 ITEM g_-, MEMO Date: June 5, 2008 To: Mayor & Council Police Commission Public Works Supervisor Brad Belair From: City Administrator Mike Robertson Re: Update on Mailboxes on County Roads This memo will update Council on the status of moving County Road mailboxes to the same side of the street as the residence. The Council has indicated a willingness to let the Public Works department assist residents in moving mailboxes if requested and they are ready to do SO. People have asked whether the City would be willing to pay for new mailboxes if the current ones do not meet standards. I have spoken to the County Highway department and they are not willing to pay for new mailboxes outside of a road improvement project. Brad Belair has estimated the costs at approximately $150 a piece for a new frame and mailbox. He will be available Monday to discuss this. The status of each of the County roads is as follows. Parrish Avenue (CSAR 42) When the County has finished their road improvement project every mailbox on Parrish Avenue (CSAR 42) will have been moved except the one at 8185. 8185 Parrish has been contacted by the mail carrier but has not shown any interest in moving their mailbox. The property is located across Parrish from Target and is guided for future commercial development. County Road 36 I have spoken with the Rogers Postmaster and their carriers go in only one direction on this road and they are not willing to see any mailboxes moved. County Road 37 On the following addresses, the carrier goes in both directions and they would support moving the mailboxes. 14886, 15062, 15266, 15324, 15434, 15464, 15578, and 15752. All of these addresses are located between Oakwood Avenue and Quaday Avenue on CSAR 37 (70tn Street). The addresses on Oakwood Avenue 6194, 6360, 6400, 6484, 6488, 6588, 6666 and 6670 the carrier does not currently go in both directions but they are willing to change their route to serve both sides because it will not increase the mileage the carrier drives. On CSAR 37 east of Highway 101, the addresses were not listed on the original list but the carrier does go in both directions so they would support moving the mailboxes, which are all currently on the south side of the street. The affected addresses on the north side of the street would be 16978, 16880, 16770, 16750, 16730, and 16632 (this home will soon be removed). There are eight addresses on CSAH 37 (from 12786 to 13630) that are located west of Oakwood Avenue and are in the Albertville post office district. I have not been able to contact the Albertville post office to see what their response would be to moving these mailboxes. County Road 39 On CSAR 39 there are portions of the road where carriers go both directions and portions where they do not. The five addresses from 13817 to 14284, all located east of Nashua Avenue, could be moved. 2 The six addresses between 10084 and 10940, all located west of Mason Avenue, also could be moved to the same side of the road as the residence. There are seven addresses located on CSAH 39 between Mason Avenue and Nashua Avenue where the post office only goes in one direction and would not support moving the mailboxes. Those addresses are 12566, 13185, 13265, 13311, 13385, 13555, and 13779. County Road 19 The four addresses listed on County Road 19 are all in the Monticello post office district and I have not been able to contact them to determine their level of support. 3 ITEM 8A NORTHWEST ASSOCIATED CONSULTANTS, INC, 4800 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 3 June 2008 RE: Otsego — Stonebridge Golf; Lot Area CUP NAC FILE: 176.02 — 08.11 The Planning Commission held a public hearing on 2 June 2008 to consider an application for a conditional use permit to allow the club house building of the Stonebridge Golf Course to be subdivided onto an eight acre lot and converted to a residential use. Property owner Mr. Richard Kincannon and his son-in-law, Mr. Dennis Correll were present. Mr. Correll and his family will live on the eight acre parcel and showed drawings of a garage addition onto the club house building as part of converting it to residential use. There were no comments from the public and no comments or discussion by the Planning Commission. The public hearing was closed and the Planning Commission voted 6-0 to recommend to City Council approval of the CUP. The application will be considered by the City Council at their meeting on 9 June 2008 at 6:30PM. POSSIBLE ACTIONS A. Motion to approve a CUP allowing subdivision of a lot less than 20 acres in size within the A-2 District, subject to the following conditions: 1. The subdivision shall be subject to approval by the Zoning Administrator pursuant to Section 2 of the Subdivision Ordinance. 2. The Administrative Subdivision shall not be approved for recording until such time as the Building Official issues a certificate of occupancy for residential use of the existing club house building. 3. Deed restrictions shall be recorded with the administrative subdivision stipulating that: a. Parcel A shall be prohibited from- further subdivision unless rezoned or the Comprehensive Plan amended to allow additional development density. b. Parcel B shall be allowed not more than one additional subdivision for a residential use unless rezoned or the Comprehensive Plan amended to allow additional development density. C. All parcels shall be limited to one principal residential dwelling per lot. 4. Dedication of right-of-way for 85th Street and/or Nashua Avenue shall be subject to review and approval by the City Engineer. 5. The existing on-site septic system and well shall be subject to inspection by the Building Official for compliance with current codes in converting the building to a residential use. 6. The certificate of survey shall be revised to specify drainage and utility easements in accordance with Section 21-7-15 of the Subdivision Ordinance and over existing ponding areas as may be required by the City Engineer. 7. The applicant shall pay a cash fee in lieu of land of $3,280.00 to satisfy park and trail dedication requirements pursuant to Section 21-7-18 of the Subdivision Ordinance. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance. C. Motion to table. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Richard Kincannon, applicant 2 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Richard Kincannon. 06-04-08 FINDINGS $ DECISION CONDITIONAL USE PERMIT APPLICATION: Request for approval of a conditional use perm it to allow a lot less than 20 acres in area within the A-2, Agriculture Long Range Urban Service District. CITY COUNCIL MEETING: 9 June 2008 FINDINGS: Based upon review of the application and evidence received, the City Council of the City of Otsego now makes the following findings of fact: A. The property is legally described on attached Exhibit A. B. The subject site is guided for low density residential uses within Urban Service Expansion Area E2 by the Comprehensive Plan. C. The subject site is zoned A-2 District; The applicant is requesting a conditional use permit to allow an administrative subdivision of a lot less than 20 acres in area as provided for by Section 20-52-5.1-1 of the Zoning Ordinance. D. Consideration of the application is to be based upon (but not limited to) the criteria set forth by Section 20-4-21 of the Zoning Ordinance: 2. 3 The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The proposed subdivision is consistent with the policies of the Comprehensive Plan for residential uses within the urban service reserve area at a density of one dwelling unit per 10 acres. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the following existing and planned land uses. The proposed subdivision will be compatible with the character of the surrounding area. Direction Sewer Staging Plan Land Use Plan Zoning Map Existing Use North LRUSA LD Residential A-1 District Single Family East LRUSA LD Residential R-3 District Single Family South USRA LD Residential A-1 District Agriculture West USRA LD Residential A-1 District Agriculture The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed subdivision complies with the requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: No change to existing accesses are proposed and the streets serving the subject site have adequate capacity to accommodate a residential use of the existing club house building. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding: The proposed use is not anticipated to have any effect on the City's service capacities. E. The Planning Report dated 28 May 2 008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council approve the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED, subject to the following conditions: 1. The subdivision shall be subject to approval by the Zoning Administrator pursuant to Section 2 of the Subdivision Ordinance. 2. The Administrative Subdivision shall not be approved for recording until such time as the Building Official issues a certificate of occupancy for residential use of the existing club house building. 3. Deed restrictions shall be recorded with the administrative subdivision stipulating that: a. Parcel A shall be prohibited from further subdivision unless rezoned or the Comprehensive Plan amended to allow additional development density. b. Parcel B shall be allowed not more than one additional subdivision for a residential use unless rezoned or the Comprehensive Plan amended to allow additional development density. C. All parcels shall be limited to one principal residential dwelling per lot. 4. Dedication of right-of-way for 85th Street and/or Nashua Avenue shall be subject to review and approval by the City Engineer. 5. The existing on-site septic system and well shall be subject to inspection by the Building Official for compliance with current codes in converting the building to a residential use. 6. The certificate of survey shall be revised to specify drainage and utility easements i n accordance with Section 21-7-15 of the Subdivision Ordinance and over existing ponding areas as may be required by the City Engineer. 2 7. The applicant shall pay a cash fee in lieu of land of $3,280. 00 to satisfy park and trail dedication requirements pursuant to Section 21-7-18 of the Subdivision Ordinance. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, City Clerk/Zoning Administrator 3 ITEM 8-2 NORTHWEST ASSOCIATED CONSULTANTS, INC, 4300 Olson Memorial Highway, Suite 202, Golden Valley, MN 55422 Telephone: 763.231.2555 Facsimile: 763.231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 4 June 2008 RE: Otsego — Crimson Ponds North NAC FILE: 176.02 — 08.08 The Planning Commission held a public hearing on 2 June 2008 to consider the application for a Zoning Map amendment and Preliminary Plat for Crimson Ponds North. Mr. Dave Hagen of Loucks Associates was present to represent the developer. Residents that spoke at the public hearing had comments that could be divided into two categories. The first category was issues related to overall community growth policy. Questions were raised as to whether it is appropriate for the City to approve a new residential subdivision in light of recent news stories highlighting vacant and foreclosed housing in the City, diminished rural character and open space as a result of on-going development and impacts to traffic, schools, etc. City staff emphasized that the City has established growth management policies in place and that continued implementation of these strategies protects the City's long-term interests. City staff also noted the issues the City Council has raised with the Star Tribune news articles. The second category of issues dealt more specifically with the proposed subdivision. Residents from Vassuer's Oak Grove Estates 2nd Addition and Hidden Valley subdivisions to the east and south stated that the subject site should be developed with one acre subdivisions. Mr. Curtis Rieck, owner of the exception parcel at the southeast corner of the proposed subdivision, stated his concerns about the impacts of the development to the future use of his property. There were also concerns raised about the grading and handling of stormwater along the east and north plat lines. The Planning Commission discussed the proposed development density. Through their discussion, the Planning Commission noted that the R -4A District had been established in part to provide a transition between sewered and unsewered residential areas. A majority of the Planning Commission members were comfortable with the proposed density of the development as being consistent with prior direction given to the applicant. The Planning Commission discussed at length the proposal to serve the subdivision with a temporary lift station. In order to ensure that the property ultimately would be served by gravity sanitary sewer in the future, the Planning Commission considered an additional condition of approval to require the developer to escrow money for a proportional share of the cost to extend gravity sewer to the subject site and exception parcel, as well as abandonment of the lift station. These monies would be over and above standard SAC and WAC fees. The Planning Commission also discussed the additional impacts to the City's service capabilities that use of a temporary lift station would require and it was stated that these costs would be borne by all users of the sanitary sewer system, not just those within the benefiting development. Finally, the Planning Commission discussed the proposed phasing plan and access within the proposed subdivision. The Planning Commission was concerned about 81St Street and Ogdon Avenue not being connected through the southeast exception parcel, the difference in grades shown on the grading plan at the proposed ends of these streets and the need to maintain a park trail for emergency vehicle access. The Planning Commission discussed adding a condition of approval that the developer not be allowed to final plat the third phase until the connection of 81St Street and Ogren Avenue could be made. The Planning Commission closed the public hearing. As, the Planning Commission prepared to make recommendations to the City Council, City staff advised that if the Planning Commission believed the preliminary plat has fatal flaws and cannot be approved that the appropriate action is to recommend the rezoning be denied. The Planning Commission voted 6-0 to recommend to City Council that the requested Zoning Map amendment be denied. Following the recommendation for denial of the Zoning Map amendment, no action on the preliminary plat was required. The City Council will consider the applications at their meeting on 9 June 2008 at 6:30 PM and make take the following actions. Findings of fact consistent with the recommendation of the Planning Commission for denial of the Zoning Map amendment and preliminary plat are attached as are findings for approval of the requests. POSSIBLE ACTIONS Decision 1 — Zoning Map Amendment A. Motion to approve rezoning the subject site to R -4A District based on a finding that the action would be consistent with the Comprehensive Plan and compatible with existing developed neighborhoods surrounding the subject site. 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 Ordinance and Subdivision Ordinance in based on the findings attached hereto. C. Motion to table. 2 Decision 2 — Preliminary Plat A. Motion to approve the Crimson Ponds North preliminary plat subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. The submitted phasing plan shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The developer shall escrow funds with the first final plat for construction of the trail through the park parcel to be constructed in Phase 3 by the developer. 4. A landscape plan shall be submitted meeting the requirements of Section 20-16-7.D.3 of the Zoning Ordinance for a buffer yard to be installed within Lot 10 and 14, Block 5 and Lot 1, Block 7. 5. The preliminary plat shall be revised to designate land to be dedicated to the City for park land as Outlots A and B with these parcels deeded to the City with the first final plat. 6. All utility plans are subject to review and approval by the City Engineer. 7. All grading, drainage and utility plans are subject to review and approval by the City Engineer. 8. The preliminary plat shall be revised to include the wetland and wetland buffer (and stormwater pond) within Lot 1, Block 3 and Lots 8-12, Block 6 within the park outlot to minimize potential encroachment issues and provide better protection. 9. Wetland impacts and mitigation plans are subject to review and approval by the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. Signs shall be posted at the boundary of drainage and utility easement overlying stormwater ponds and wetlands notifying property owners of the easement location. 12. The developer shall be responsible for removal of the three existing single family dwellings and all accessory buildings as a condition of final plat 3 approval unless continuation of those uses conform to the preliminary plat and requirements of the Zoning Ordinance. 13. The developer shall escrow funds as determined by the City Engineer, above standard SAC and WAC fees, for the proportional share of the cost of extending gravity sewer to the subject site and PID 118-500 and for the full cost of abandoning the temporary lift station and sewer forcemain. 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 Ordinance and Subdivision Ordinance in based on the findings attached hereto. C. Mike Robertson, City Administrator Judy Hudson, City Clerk/Zoning Administrator Andy MacArthur, City Attorney Ron Wagner, City Engineer Dennis Backes, developer Dave Hagen, Loucks Associates 4 CITY OF 0 T E 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Backes Companies. 06-03-08 FINDINGS & DECISION PRELIMINARY PLAT DENIAL APPLICATION: Request for approval of the Crimson Ponds North preliminary plat. CITY COUNCIL MEETING: 9 June 2008 FINDINGS: Based upon review of the application 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 is guided by the Comprehensive Plan for Low Density Residential uses within the Long Range Urban Service District. C. The property is zoned A-1, Agriculture Rural Service District. D. The City Council at their meeting on 9 June 2008 denied a request by the applicant to rezone the subject site to R -4A, Suburban Single Family Residential District. E. The A-1 District allows single family residential uses at a density of one dwelling unit per 40 acres, which the preliminary plat does not comply with having a proposed density of 1.3 dwelling unit per acre. F. The A-1 District requires a minimum lot area of 20 acres and minimum lot width of 450 feet,- whereas eet;whereas all of the lots within the preliminary plat have an area less the minimums required in the A-1 District. G. The Planning Report dated 28 May 2 008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. H. The Engineering Review dated 29 May 2008 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. The letter dated 27 May 2008 prepared by the City's Public Utility Director, Peoples Service, Inc. is incorporated herein. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed. The Planning Commission did not make a recommendation to the City Council on the application. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby DENIED MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 2 CITY OF 0 T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Backes Companies. 06-03-08 FINDINGS & DECISION PRELIMINARY PLAT APPROVAL APPLICATION: Request for approval of the Crimson Ponds North preliminary plat. CITY COUNCIL MEETING: 9 June 2008 FINDINGS: Based upon review of the application 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 is guided by the Comprehensive Plan for Low Density Residential uses within the Long Range Urban Service District. C. The property is zoned R -4A, Suburban Single Family Residential District. D. The R -4A District requires a minimum lot area of 18,000 square feet and minimum lot width of 100 feet for interior lots and 130 feet for corner lots; All of the proposed lots conform to the minimum lot requirements. E. The Planning Report dated 28 May 2 008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 29 May 2008 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The letter dated 27 May 2008 prepared by the City's Public Utility Director, Peoples Service, Inc. is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed. The Planning Commission did not make a recommendation to the City Council on the application. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED, subject to the following conditions: 1. Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts and payment of applicable SAC and WAC fees to assure the City of timely development. 2. The submitted phasing plan shall be incorporated as part of the terms and conditions of a development contract executed for the initial final plat of a phased development. 3. The developer shall escrow funds with the first final plat for construction of the trail through the park parcel to be constructed in Phase 3 by the developer. 4. A landscape plan shall be submitted meeting the requirements of Section 20-16-7.D.3 of the Zoning Ordinance for a buffer yard to be installed within Lot 10 and 14, Block 5 and Lot 1, Block 7. 5. The preliminary plat shall be revised to designate land to be dedicated to the City for park land as Outlots A and B with these parcels deeded to the City with the first final plat. 6. All utility plans are subject to review and approval by the City Engineer. All grading, drainage and utility plans are subject to revi ew and approval by the City Engineer. 8. The preliminary plat shall be revised to include the wetland and wetland buffer (and stormwater pond) within Lot 1, Block 3 and Lots 8-12, Block 6 within the park outlot to minimize potential encroachment issues and provide better protection. 9. Wetland impacts and mitigation plans are subject to review and approval by the City Engineer. 10. All easements are subject to review and approval of the City Engineer. 11. Signs shall be posted at the boundary of drainage and utility easement overlying stormwater ponds and wetlands notifying property owners of the easement location. 12. The developer shall be responsible for removal of the three existing single family dwellings and all accessory buildings as a condition of final plat approval unless continuation of those uses conform to the preliminary plat and requirements of the Zoning Ordinance. 13. The developer shall escrow funds as determined by the City Engineer, above standard SAC and WAC fees, for the proportional share of the cost of extending gravity sewer to the subject site and PID 118-500 and for the full cost of abandoning the temporary lift station and sewer forcemain. 14. All corner lots shall have a minimum width of 130 feet as required by Section 20-64-6.A of the Zoning Ordinance. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 3 CITY OF 06-03-08 0TSEGO FINDINGS & DECISION WRIGHT COUNTY, MINNESOTA ZONING MAP DENIAL APPLICANT: Backes Companies. APPLICATION: Request for approval of a Zoning Map amendment rezoning land included within the Crimson Ponds North preliminary plat. CITY COUNCIL MEETING: 9 June 2008 FINDINGS: Based upon review of the application 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 is guided by the Comprehensive Plan for Low Density Residential uses within the Long Range Urban Service District. C. The property is zoned A-1, Agriculture Rural Service District; The applicant is requesting the property be rezoned to R -4A, Suburban Single Family Residential District to allow for development of single family lots as part of the preliminary plat to be known as Crimson Ponds North. D. Consideration of the application is to be based upon (but not limited to) the criteria set forth by Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding. The subject site is within the Long Range Urban Service Area designated as part of the urban service staging plan included within the Comprehensive Plan. This area incorporates those portions of the City previously developed with one -acre single family lots served by on-site septic and well systems and several undeveloped parcels, including the three properties comprising the subject site. The developer is requesting extension of sanitary sewer and water services to the subject site to allow for the proposed subdivision with a density of 1.3 dwellings per acre. The Comprehensive Plan states that extension of sanitary sewer and water services to parcels within the LRUSA is not anticipated unless mandated by pollution concerns or specifically requested by property owners. The following factors must be considered related to extension of sanitary sewer and water utilities for the preliminary plat: City policy is that existing adjacent properties utilizing on-site septic systems are not required to connect to sanitary sewer unless requested by the property owner or mandated in the future by pollution issues effecting pu blic health and safety. The developer will bear all costs for the extension of utilities including easement acquisition and construction. The City has adequate capacity in the Phase 3 East W WTF to serve the proposed development. The preliminary plat is consistent with the policies of the Comprehensive Plan in terms of the type and intensity of the proposed use, which is made possible by extension of sanitary sewer and water utilities. Extension of sanitary sewer is proposed with use of a temporary lift station, although gravity sewer service is physically feasible. This lift station is not identified by the Comprehensive Sewer Plan as a planned improvement as part of the sanitary sewer system. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the following existing/planned land uses: Direction Land Use Plan Zoning Map Existing Use North LD Residential R-3 District Single Family East LD Residential R-3 District A-1 District Single Family Hobby Farm South LD Residential R-3 District Single Family West LD Residential R-3 District Single Family The proposed subdivision is an infill development of property surrounded by existing suburban single family uses on one acre lots. Although more dense than the existing surrounding single family lots, subdivision of the subject site as shown on the preliminary plat would result in development of the same type of uses with similar character. The transition between the urban and one -acre lots occurs only along rear lots lines such that the orientation of each neighborhood is separate from one another, which is a fundamental site design concept. In areas wher a the City has previously approved urban single family subdivisions that abut existing one -acre single family subdivisions, no negative compatibility issues have been documented. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed development does not conform to the requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual a. Ogden Avenue and 81st Street are proposed as temporary cul-de-sac streets. The timing for connection of Ogden Avenue and 81St Street is unknown. Until connected, Ogden Avenue and 81St Street each exceed the 500 foot limit for cul-de-sac street established by Section 21-7-6.A of the Subdivision Ordinance. b. There is approximately 30 feet in elevation change at the terminus ends of Ogden Avenue and 81St Street which will not allow for the streets to be connected in the future as required by Section 21-7-5.D of the Subdivision Ordinance. C. The preliminary plat proposes impacts to wetlands in conflict with Section 20- 16-9.E and Section 93 of the Zoning Ordinance. d. The submitted plans do not include a landscape plan for a residential buffer yard as required by Section 20-16-7.D of the Zoning Ordinance. 2 e. The Engineering Review dated 29 May 2008 identifies 47 separate issues where the submitted plans provide insufficient information or are inconsistent with the requirements of the Zoning Ordinance, Subdivision Ordinance and/or Engineering Manual. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding: The proposed development would be accessed from Odean Avenue via two intersections at 81St Street and 82nd Street. Odean Avenue is designated as a collector street by the Transportation Plan. Odean Avenue is an improved Minnesota State Aid design street with adequate capacity to accommodate 12,000 vehicle trips per day. The Institute of Transportation Engineers estimates that single family residential dwellings generate approximately 10 vehicle trips per day. The volume of existing traffic and traffic generated by the proposed lots within the preliminary plat is less than the capacity of Odean Avenue. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding. The proposed development can be accommodated by City services. Development of the preliminary plat will require installation of a temporary lift station to the connection to sanitary sewer service, the cost of which will be borne by the developer with ongoing operation and maintenance cost paid for as a system expense paid for by users. Because the temporary lift station is not an improvement identified by the Comprehensive Sewer Plan and gravity sewer service is physically feasible, the propose temporary lift station is an unnecessary burden on the City's service capacity and sewer utility users beyond those within the proposed development. E. The Planning Report dated 28 May 2 008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 29 May 2008 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The letter dated 27 May 2008 prepared by the City's Public Utility Director, Peoples Service, Inc. is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council deny the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby DENIED. MOTION BY: SECOND BY: ALL IN FAVOR: 3 THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk CITY OF 0T S E G 0 WRIGHT COUNTY, MINNESOTA APPLICANT: Backes Companies. 06-03-08 FINDINGS & DECISION ZONING MAP APPROVAL APPLICATION: Request for approval of a Zoning Map amendment rezoning land included within the Crimson Ponds North preliminary plat. CITY COUNCIL MEETING: 9 June 2008 FINDINGS: Based upon review of the application 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 is guided by the Comprehensive Plan for Low Density Residential uses within the Long Range Urban Service District. C. The property is zoned A-1, Agriculture Rural Service District; The applicant is requesting the property be rezoned to R -4A, Suburban Single Family Residential District to allow for development of single family lots as part of the preliminary plat to be known as Crimson Ponds North. D. Consideration of the application is to be based upon (but not limited to) the criteria set forth by Section 20-3-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Finding: The subject site is within the Long Range Urban Service Area designated as part of the urban service staging plan included within the Comprehensive Plan. This area incorporates those portions of the City previously developed with one -acre single family lots served by on-site septic and well systems and several undeveloped parcels, including the three properties comprising the subject site. the developer is requesting extension of sanitary sewer and water services to the subject site to allow for the proposed subdivision with a density of 1.3 dwellings per acre. The Comprehensive Plan states that extension of sanitary sewer and water services to parcels within the LRUSA is not anticipated unless mandated by pollution concerns or specifically requested by property owners. The following factors must be considered related to extension of sanitary sewer and water utilities for the preliminary plat. City policy is that existing adjacent properties utilizing on-site septic systems are not required to connect to sanitary sewer unless requested by the property owner or mandated in the future by pollution issues effecting public health and safety. The developer will bear all costs for the extension of utilities including easement acquisition and construction. The City has adequate capacity in the Phase 3 East W WTF to serve the proposed development. The preliminary plat is consistent with the policies of the Comprehensive Plan in terms of the type and intensity of the proposed use, which is made possible by extension of sanitary sewer and water utilities. Although concerns are likely to be raised regarding the proposed extension of sanitary sewer and water utilities to the subject site, City staff believes that this type of development is the most efficient utilization of land that is in the City's long term interests. 2. The proposed use's compatibility with present and future land uses of the area. Finding: The subject site is surrounded by the following existing/planned land uses: Direction Land Use Plan Zoning Ma Existing Use North LD Residential R-3 District Single Family East LD Residential R-3 District A-1 District Single Family Hobby Farm South LD Residential R-3 District Single Famil West LD Residential R-3 District Single Famil The proposed subdivision is an infill development of property surrounded by existing suburban single family uses on one acre lots. Although more dense than the existing surrounding single family lots, subdivision of the subjec t site as shown on the preliminary plat would result in development of the same type of uses with similar character. The transition between the urban and one -acre lots occurs only along rear lots lines such that the orientation of each neighborhood is separate from one another, which is a fundamental site design concept. In areas wher a the City has previously approved urban single family subdivisions that abut existing one -acre single family subdivisions, no negative compatibility issues have been documented. 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Finding: The proposed development will conform to the requirements of the Zoning Ordinance, Subdivision Ordinance and Engineering Manual as a condition of preliminary plat approval. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Finding. The proposed development would be accessed from Odean Avenue via two intersections at 815` Street and 82nd Street. Odean Avenue is designated as a collector street by the Transportation Plan. Odean Avenue is an improved Minnesota State Aid design street with adequate capacity to accommodate 12,000 vehicle trips per day. The Institute of Transportation Engineers estimates that single family residential dwellings generate approximately 10 vehicle trips per day. The volume of existing traffic and traffic generated by the proposed lots within the pr eliminary plat is less than the capacity of Odean Avenue. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Finding. The proposed development can be accommodated by City services. Development of the preliminary plat will require installation of a temporary lift station to the connection to sanitary sewer service, the cost of which will be borne by the developer with ongoing operation and maintenance cost paid for as a system expense paid for by users. E. The Planning Report dated 28 May 2 008 prepared by the City Planner, Northwest Associated Consultants, Inc., is incorporated herein. F. The Engineering Review dated 29 May 2008 prepared by the City Engineer, Hakanson Anderson Associates, Inc., is incorporated herein. G. The letter dated 27 May 2008 prepared by the City's Public Utility Director, Peoples Service, Inc. is incorporated herein. H. The Otsego Planning Commission conducted a public hearing at their regular meeting on 2 June 2008 to consider the application, preceded by published and mailed notice; upon review of the application, and other evidence, the public hearing was closed and the Planning Commission recommended by a 6-0 vote that the City Council deny the request based on the findings outlined above. DECISION: Based on the foregoing information and applicable ordinances, the application is hereby APPROVED. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO By: Larry Fournier, Mayor Attest: Judy Hudson, Zoning Administrator/City Clerk 3 ORDINANCE NO.: 2008 - 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 CRIMSON PONDS NORTH. 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 Exhibit A. Section 2. The property is hereby rezoned from A-1, Agriculture Rural Service District to R -4A, Suburban Single Family Residential 'm District. Section 3. The zoning map of the City of Otsego shall not be republished to show the aforesaid rezoning, but the City Clerk shall appropriately mark the zoning map on file in the City Clerk's office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance, and all of the notations, references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 4. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9t" day of June, 2008. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk 2 Review No. 2 ENGINEERING REVIEW 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, Administrator Judy Hudson, City Clerk Dan Licht, City Planner Andy MacArthur, City Attorney Dennis Backes, Backes Companies Valentina Anderson, P.E., Loucks Associates Reviewed by: Ronald J. Wagner, P.E. Brad C. Wilkening, P.E. Brent M. Larson, P.E. Date: May 29, 2008 Proposed Development: Crimson Ponds North Street Location A portion of the SW '/ of the SE '/ of S22, T121, R23 and a of Property: portion of the NW '/ of the NE '/ of S28, T121, R23 East of Odean Avenue NE, west of Ogren Avenue NE, south of 83rd Street NE and north of 78th Street NE. Applicant: Developer: Owners of Record: Backes Companies 7026 Brooklyn Boulevard Brooklyn Center, MN 55429 Backes Companies Backes Companies Purpose: Crimson Ponds North is a proposed 65 unit single-family residential development on approximately 48 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: City of Otsego, Wright County, Minnesota Department of (but not limited to) Health, Minnesota Department of Natural Resources, Minnesota Pollution Control Agency, Wright Soil and Water Conservation District. Permits Required: NPDES, Minnesota Department of Health (water), (but not limited to) and Minnesota Pollution Control Agency (sanitary sewer) TABLE OF CONTENTS INFORMATION AVAILABLE PRELIMINARY PLAT EXISTING CONDITIONS PRELIMINARY SITE PLAN AND UTILITY PLAN PRELIMINARY GRADING, DRAINAGE AND EROSION CONTROL PLAN WETLANDS SURFACE WATER MANAGEMENT ENVIRONMENTAL LIFT STATION OTHER CONSIDERATIONS SUMMARY AND/OR RECOMMENDATION CADocuments and Settings\Tami\Local Settlngs\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.docPage 2 of 8 INFORMATION AVAILABLE Preliminary Plans for Crimson Ponds North, dated 5/5/08, by Loucks Associates Preliminary Plat for Crimson Ponds North, dated 5/5/08, by Loucks Associates Hydrology Calculations for Crimson Ponds North, dated 5/6/08, by Loucks Associates City of Otsego Engineering Manual, 2007 revision Trunk Stormwater Facilities Study for Portions of Lefebvre Watershed, March 1999 City of Otsego Zoning and Subdivision Ordinances, October 14, 2002 National Wetland Inventory Map, 1991 Previous review for April 2, 2008 meeting. PAGE 1 CADocuments and Settings\TarnALocal Settings\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc * Note: Items in italics represent new comments PRELIMINARY PLAT 1. The description in the third paragraph under the Legal Description does not agree with the plat, please verify. The description is incorrect and incomplete. 2. A 20 feet "no disturb zone" protective buffer is required around all wetlands (20-16-9.E). A principal building setback of 40 feet from the delineated edge of all wetlands or 20 feet from the edge of a buffer easement, whichever is greater, shall be provided. The buffer zone shall be overlaid by a conservation easement and marked by permanent signs to prevent encroachment. A small portion of buffer is missing in Lot 17, Block 2. 3. A minimum 10' wide drainage and utility easement centered on rear and side lot lines shall be provided. Lot lines abutting adjacent unplatted properties or developments require the full 10' width (21-7-15). The lots in the southeast corner of the plat need a 10' easement adjacent to the unplatted property. 4. The Preliminary Plat shall be signed by a registered professional land surveyor. 5. Temporary cul-de-sacs shall be provided at the end of 81St Street NE and Ogden Avenue NE (currently called Ogren Avenue NE) per City Standards. Temporary easement shall be provided for the temporary cul-de-sacs. The temporary cul-de-sacs shown are too small. The City of Otsego requires a 50' radius to the back of curb. Bituminous curb is allowed on temporary cul-de-sacs. 6. The proposed Right-of-way (ROW) dedication for Odean Ave. is 50 feet. Please clearly depict the 50' ROW and dimension on all sheets. 7. The radius of 230' on 81" Street does not meet the minimum of 250'. 8. Building setbacks and lot widths at the setback on curved lots must be shown. 9. The ownership of Outlot B, Deerfield Acres, south of the Crimson Ponds North plat, appears to be a private citizen. Utilities are proposed to be installed through this Outlot and will require dedicated easements a minimum of 20' wide centered on the pipes to cover them. 10. The proposed zoning is indicated at R-4, however the City Planner has indicated that it should be R -4a. 11. Lot 17, Block I does not meet the required minimum 40 foot setback from wetlands. Lots 7 & 8, Block 5, and Lot 1, Block 6 are dependant on approval of the proposed wetland impacts to satisfy the 40 foot wetland building setback. 12. A tangent of at least 100 feet shall be introduced between reverse curves on arterial and collector streets (21-7-7. C.) The reverse curves along 82"d Street, at the north end of Odell Avenue, do not have a tangent. PAGE 2 CADocuments and Settings\Tami\Local Settings\Temporary Intemet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc EXISTING CONDITIONS 1. Depict all existing underground utilities within 150' of the plat boundaries. (21-6-2.B.5) All existing private wells and drain fields shall be located and shown on the plans. There are storm sewers within, and adjacent to, Odean Avenue do not have all the inverts, pipe sizes, and types labeled. 2. Label the zoning of the existing land surrounding the proposed plat here and/or on the Preliminary Plat sheet. (21-6-2.B.2) The City Planner has indicated that the proposed zoning should be R -4a. 3. It appears that various layers of the drawing are turned off/on (i.e. easement lines for slope, grading and maintenance purposes are missing, proposed drainage and utility easements are shown). Example, there is text indicating Drainage and Utility Easements, which appear to be proposed. A setback line is shown around the large wetland along Odean Avenue, which is proposed, not existing. 4. A legend shall be provided. Linetypes for property lines, easements, etc. need to be added. 5. The 33' ROW line along the Odean Avenue NE (shown as part of Parcel 2) shall be removed. The ROW was widened to 40' during the Odean Avenue NE reconstruction project per Document No. 717117. Please revise. 6. The existing contours for'the area surrounding the proposed plat shall be depicted on the plans. Compatibility of the proposed grading with the surrounding developments needs to be evaluated for drainage and aesthetics. The Rieck property at the southeast corner of the site has very little elevation information. It will be necessary to have elevation information along with wetland delineation up to 150 outside of the plat. PRELIMINARY SITE PLAN AND UTILITY PLAN The sidewalk along the north side of 82nd Street NE shall be extended to Odean Avenue NE. The catchbasin located in the northeast corner of Odean Avenue NE and 82nd Street NE may need to be replaced with a flared end. The catch basin is now shown on private property. The developer may wish to consider filling in of the low area, rather than relocation of the catch basin. Either option will require permanent easement (flared end option) or a temporary easement ill option) from that adjacent property owner to perform the work. 2. 4' Berms with landscaping are required along Odean Avenue for Lot 14, Block 5 and Lot 1, Block 7. Because of the grade on Odell Avenue, the developer may wish to consider installing landscaping buffer in this location, rather than the berms. A landscaping plan would have to be submitted for review prior to approval of this option. 3. Watermain stubs shall be extended to the plat boundary for future connections. The watermain stub at the intersection of Odean Ave. and Odell Avenue should terminate approximately 50 feet Southeast of the current location. This will allow the city to push a connection under Odean Ave. in the future with minimal impacts to the existing streets. The watermain under 82nd Street should terminate in front of Lot 1, Block 1, rather than at Odean Avenue, with a hydrant at the end of the watermain. PAGE 3 CADocuments and Settings\Tami\Local Settings\Temporary Intemet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc 4. Utilities along property lines shall be covered by a 20 foot wide drainage and utility easement centered on the property line (21-7-15). Proper easements are required for the storm sewer line between Lots 7 & 8, Block 5 and Lot 1, Block 6. The proposed watermain and sanitary sewer connection points (located in Crimson Ponds West) depicted on the plans have not been installed at this time. Portions of the sanitary sewer and watermain within Crimson Ponds West's future addition will need to be installed in conjunction with this project therefore the required downstream sanitary sewer and watermain shall be included with the Crimson Ponds North utility plans. 6. An overflow/equalizer pipe must be installed between the wetland located between Odean Avenue NE and Odell Avenue NE and the wetland located north of Block 6. The pipe shall be covered by a 20' drainage and utility easement. The 20' drainage and utility easement is not shown. 7. Services throughout the development do not match the current lot layout. Revisions made to the number of lots have not been accounted for. 8. The lift station and forcemain design calculations and plans shall be submitted for review. 9. The proposed watermain and forcemain crossing at 78th Street NE should be relocated toward the north end of Outlot B in Deer Field Acres. 10. Provide a signed easement agreement for Outlot B and Lot 1, Block 2 of Deer Field Acres for installation of utilities. 11. Per the City of Otsego Comprehensive Sanitary Sewer and Water Study for the Otsego East Study Area, an 8" sanitary sewer stub (elevation of 902.6) shall be provided at the intersection of Odean Avenue NE and Odell Avenue NE. The sewer main stub at the intersection of Odean Ave. and Odell Avenue should terminate approximately 50 feet Southeast of the current location. This will allow the city to push a connection under Odean Ave. in the future with minimal impacts to the existing streets. The last manhole could be relocated at the end of this stub. PRELINIINARY GRADING DRAINAGE AND EROSION CONTROL PLAN 1. Erosion control measures shall be in accordance with the Best Management Practices as published by the MPCA and shall meet all requirements of the permit. 2. The existing contours for the area surrounding the proposed plat shall be depicted on the plans. Compatibility of the proposed grading with the surrounding developments needs to be evaluated for drainage and aesthetics. The Rieck property at the southeast corner of the site has very little elevation information. It will be necessary to have elevation information along with wetland delineation up to 150 outside of the plat. 3. Portions of the plan are very difficult to read due to overtyping, please revise. 4. Runoff water shall be diverted to a sedimentation basin before being allowed to enter the natural drainage system (21-7-16.F). For example, the grading plans depict runoff being directed off site at the east end of 81St Street NE and the south end of Ogden Avenue NE PAGE 4 CADocuments and Settings\Tamkocal Settings\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc without treatment. 81" Street NE is now directed to storm drain, however Ogden Avenue NE temporary cul-de-sac is not properly routed to stormwater treatment. The proposed contours and spot elevations at the intersection of Odean Avenue NE and Odell Avenue NE depict a slope of approximately 10 percent. Centerline gradients of all streets shall be at least 0.6 % and shall not exceed 7.0 % (21-7-7.F). The centerline grades are not calculated properly to the curb elevation along Odean Ave., Please revise. 6. Emergency overflows need to be shown for all wetlands and stormwater ponds within the site. The overflows also need to be covered by drainage and utility easements. WETLANDS The wetland delineation report shall be submitted for review. The wetland delineation has not been approved for this plat. Proposed wetland impacts will need to be reviewed and approved by the Technical Evaluation Panel. SURFACE WATER MANAGEMENT 1. A large drainage area west of Odean Avenue flows into the storm drain on Odean and outlets into this site. This drainage area needs to be accounted for in the existing and proposed models. 2. The storm events for 2 year and 10 year frequency do not match between the existing and proposed models. Please label the wetlands in the existing conditions drainage area map. 4. Proposed drainage area maps in the hydrology report do not include numbers. An emailed copy was used to review the information. 5. Please label the wetlands and ponds on the proposed drainage area maps. 6. In general the curve numbers and soil types appear acceptable, however the Geotechnical Report will be necessary to make a final determination. 7. Storm sewer calculations will be reviewed along with the construction drawings. ENVIRONMENTAL 1. A statement certifying the environmental condition of the site including the presence of any hazardous substances as defined in Minnesota Statues 115B.02, Subd. 8 is required. (21-6- 2.B.10) LIFT STATION 1. The council should consider the potential city incurred costs associated with maintaining a lift station. A letter from Kurt Neidermeier is attached regarding lift station requirements and PAGE 5 CADocuments and Settings\Tamilocal Setfings\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc maintenance. He indicates that there is over 100 hours of maintenance per year required per lift station. Associated costs include electrical service, staff time and fuel, equipment and forcemain inspections, repair and replacement. OTHER CONSIDERATIONS Mailboxes will be required to be located in clusters. The side of the street that the clusters are located on shall be determined by the local mail carrier/USPS. 2. The geotechnical report shall be submitted for review. The geotechnical report shall include pavement design recommendations. Soil borings are not indicated on the plans, however a Geotechnical Report is referred to on the Existing Conditions sheet, done by STS Consultants April 5, 2005. 3. Detail sheets shall be updated with the latest City Standard Plates (May 2007 revision). SUMMARY AND/OR RECOMMENDATION Due to the character of the site, the proposed wetland delineation and impacts are critical to the overall layout and acceptability of the site. Therefore we recommend the following options to consider: Approval Approve the application for the preliminary plat of Crimson Ponds North, contingent upon the above comments being addressed. Denial/Table Deny or table the application until all required items listed in the application have been submitted and reviewed. The above comments must be addressed prior to approval and the wetland delineation and review process must be initiated and accepted by the Technical Evaluation Panel prior to approving the proposed application. PAGE 6 CADocuments and Settings\TarnALocal Settings\Temporary Internet Files\Content.Outlook\09RYFWAZ\ot2298RVW2.doc 05/27/2008 13:22 763-428-9215 163 428 9215 Ron Wagner Hakanson Anderson Assoc. Inc. 3601 Tburston Avenue Suite 101 Anoka MN, 55303 OTSEGO PEOPLESERVICE May 27, 2008 PAGE 02 Dear Ron, I am forwarding some detail regarding lift station maintenance and time dedication based on this morning's conversation. It is critical lift stations under the cities supervision meet certain specifications. The station would need to incorporate SCADA, using a transducer with back up floats. it need be a minimum of a duplex station with stainless steel lifting chains and pump hook. The pump would need a guide rail system and lockable hatches. A hydrant would be established within 50ft. The control panel will incorporate the cities standard features, electronics, alarms and spare parts. The dry well portion will require pressure gauges, check and plug valves. The site will need paving and a generator accessible plug matching the existing back up power source. Please forward specs for review. Maintenance requirements at a lift station typically include the following annual time requirements. Weekly, monthly & annual inspections and cleaning plowing at the site Lawn mowing Daily operational inspection and documentation Mise.; access, ?'s, calibrations, 1 pump issue RECEIVED TIME MAY,27. 1:18PM 60 hrs 5 hrs Contracted 30 hrs 10 hrs 05/27/2008 13:22 763-428-9215 OTSEGO PEOPLESERVICE PAGE 03 763 428 9215 Associated costs for lift stations will vary significantly dependant on size but will include: Electrical Staff time & fuel Equipment inspections, repair, and replacement l;orcemain inspections, repair, and replacement Please keep me updated on the opportunity or if I may further assist in any way. Thank you, f� Kurt Neidermeie Municipal Utility Manager 5850 Randolph Ave Otsego MN 55374 RECEIVED TIME MAY.27. 1:18PM ITEM 8-3 NORTHWEST ASSOCIATED CONSULTANTS, INC. Olsn MemorialTeleway, Suite 202, olden Valley, MN 55422 pphone:76 231 2555 F1acs mile: 763-231.2561 planners@nacplanning.com MEMORANDUM TO: Otsego Mayor and City Council FROM: Daniel Licht, AICP DATE: 14 May 2008 RE: Otsego — City Code; Social Host Ordinance NAC FILE: 176.08 Our office had provided information to the Police Commission regarding adoption of a Social Host ordinance after hearing a presentation while at a meeting for another client community. The Social Host ordinance is intended to address a loop hole in State Statute regarding provision of alcohol to minors by adults and addresses the following issues: ■ Sheriffs Deputies responding to house parties where alcohol is being provided to minors have the ability to issue citations to the consuming minors under existing State and local laws. ■ The Statutes/Ordinances do not allow Sheriffs Deputies to hold responsible the homeowner knowingly providing the alcohol to minors as the "host" of the party. A Social Host ordinance is not an expansion of police powers as it would be applied only in situations where Sheriffs Deputies are responding and issuing citations for underage consumption either at a private residence or at a public place such as a hotel. The draft Social Host ordinance also does not infringe on private family activities between a parent and their minor children within their own home as these situations are specifically exempted. Holding the adult host of the party responsible for the provision of alcohol to non -family minors is primarily intended as being a greater deterrent to underage drinking facilitated by adults. The Police Commission considered whether to recommend City Council approval of a Social Host ordinance at meetings in March, April and May. While the Police Comission did not believe there is an issue within the City currently regarding underage alcohol, the members did recognize that a Social Host Ordinance is another tool for law enforcement to address potential problems if they occur in the future. The conclusion of the Police Commission was that it was better to be prepared and have the ordinance in place versus trying to react to an established problem later. The Police Commission voted 4-0 to recommend City Council approval of the draft Social Host ordinance attached hereto. The City Council will consider the draft Social Host ordinance and recommendations of the Police Commission at their meeting on 9 June 2008. C. Mike Robertson, City Administrator Judy Hudson, City Clerk Andy MacArthur, City Attorney FA ORDINANCE 2008-11 CITY OF OTSEGO WRIGHT COUNTY, MINNESOTA AN ORDINANCE AMENDING CHAPTER 5 OF THE OTSEGO CITY CODE CONCERNING SOCIAL HOSTS THE CITY COUNCIL OF THE CITY OF OTSEGO, MINNESOTA ORDAINS: SECTION 1. Chapter 5 of the Otsego City Code is amended by adding Chapter 10 to read: CHAPTER 10 SOCIAL HOSTS Section 5-10-1 Purpose and Findings 5-10-2 Definitions 5-10-3 Prohibited Acts 5-10-4 Exceptions 5-10-1: PURPOSE AND FINDINGS: The City Council intends to discourage underage possession and consumption of alcohol, even if done within the confines of a private residence, and intends to hold persons criminally responsible who host events or gatherings where persons under 21 years of age possess or consume alcohol regardless of whether the person hosting the event or gathering supplied the alcohol based on the following findings: A. Events and gatherings held on private or public property where alcohol is possessed or consumed by persons under the age of twenty-one are harmful to those persons and constitute a potential threat to public health requiring prevention or abatement. B. Prohibiting underage consumption acts to protect underage persons, as well as the general public, from injuries related to alcohol consumption, such as alcohol overdose or alcohol-related traffic accidents. C. Alcohol is an addictive drug which, if used irresponsibly, could have drastic effects on those who use it as well as those who are affected by the actions of an irresponsible user. D. Often, events or gatherings involving underage possession and consumption occur outside the presence of parents. However, there are times when the parent(s) is/are present and, condone the activity, and in some circumstances provide the alcohol. E. Even though giving or furnishing alcohol to an underage person is a crime, it is difficult to prove, and an ordinance is necessary to help further combat underage consumption. F. A deterrent effect will be created by holding a person criminally responsible for hosting an event or gathering where underage possession or consumption occurs. 5-10-2: DEFINITIONS: For purposes of this Section, the following terms have the following meanings: ALCOHOL: means ethyl alcohol, hydrated oxide of ethyl, or spirits of wine, whiskey, rum, brandy, gin, or any other distilled spirits including dilutions and mixtures thereof from whatever source or by whatever process produced. ALCOHOLIC BEVERAGE: means alcohol, spirits, liquor, wine, beer, and every liquid or solid containing alcohol, spirits, wine, or beer, and which contains one-half of one percent or more of alcohol by volume and which is fit for beverage purposes either alone or when diluted, mixed, or combined with other substances. EVENT OR GATHERING: means any group of three or more persons who have assembled or gathered together for a social occasion or other activity. HOST OR ALLOW: means to aid, conduct, entertain, organize supervise, control, or permit a gathering or event. PARENT: means any person having legal custody of a juvenile as a natural, adoptive parent, or step-parent; as a legal guardian; or as a person to whom legal custody has been given by order of the court. PERSON: means any individual, partnership, co -partnership, corporation, or any association of one or more individuals. A person does not include any city, county, or state agency. RESIDENCE, PREMISES OR PUBLIC OR PRIVATE PROPERTY: means any home, yard, farm, field, land, apartment, condominium, hotel or motel room, or other dwelling unit, or a hall or meeting room, park, or any other place of assembly, whether occupied on a temporary or permanent basis, whether occupied as a dwelling or specifically for a party or other social function, and whether owned, leased, rented, or used with or without permission or compensation. UNDERAGE PERSON: is any individual under twenty-one (21) years of age. 5-10-3: PROHIBITED ACTS. A. It is unlawful for any person(s) to host or allow an event or gathering at any residence, premises, or on any other private or public property where alcohol or alcoholic beverages are present when the person knows that an underage person will or does: Consume any alcohol or alcoholic beverage; or 2. Possess any alcohol or alcoholic beverage with the intent to consume it and the person fails to take reasonable steps to prevent possession or consumption by the underage person(s). B. A person is criminally responsible for violating 5-10-3.A above if the person intentionally aids, advises, hires, counsels, or conspires with or otherwise procures another to commit the prohibited act. C. A person who hosts an event or gathering does not have to be present at the event or gathering to be criminally responsible. 5-10-4: EXCEPTIONS. A. This Section does not apply to conduct solely between an underage person and his or her parents while present in the parent's household. B. This Section does not apply to legally protected religious observances. C. This Section does not apply to retail intoxicating liquor or 3.2 percent malt liquor licensees, municipal liquor stores, or bottle club permit holders who are regulated by Minn. Stat. §340A.503 Subd.1(a)(1). D. This Section does not apply to situations where underage persons are lawfully in possession of alcohol or alcoholic beverages during the course and scope of employment. SECTION 2. This ordinance shall be effective upon passage and publication in accordance with law. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 14th day of April, 2008. CITY OF OTSEGO BY: Larry Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk 4 RESOLUTION NO. 2008-35 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to Council requesting, Hakanson Anderson Associates, Inc. has prepared plans and specifications for the 2008 Street Maintenance Project, City Project Number 08-02. 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 June 4t', 2008, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The city clerk 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 10:00 a.m. on July 8 h, 2008, 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 percent of the amount of such bid. Adopted by the council this 9t' day of June 2008. Motioned By: Seconded By: All in Favor: Those Opposed: Larry Fournier, Mayor Judy Hudson, Clerk CADocuments and SettingsWamift Documents\Res 08-35 2008 St Projects.doc Engineers Estimate City of Otsego 2008 Street Maintenance Projects Schedule "A" - CRACK FILLING Contract Unit Contract Unit Item No. Item No. Description Estimated Quantity Price I Contract Amount 1 2231.507 JOINT AND CRACK FILLER 25,900 1 LBS 1 -$1.61 $41,699.00 Total CRACK FILLING $41,699.00 Schedule "B"- PATCHING Contract Unit Contract Unit Item No. Description Estimated Quantity Price Contract Amount 1 2104.505 REMOVE BITUMINOUS PAVEMENT 3,010 1 SY $5.00 $15,050.00 $375.00 2--F 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 150 1 GAL $2.50 $31,625.00 3 2350.505 TYPE LV 3 BIT MDCTURE FOR PATCHING 575 1 TON $55.00 $55.00 Total PATCHING $47,050.00 schedule "C" - SEAL COAT Contract Unit Item No. I Description Estimated QuantitYl Contract Amount 1 2356.505 1 BITUMINOUS MATERIAL FOR SEAL COAT 26,210 1 GAL 1 $2.50 $65,525.00 2 2356.507 SEAL COAT AGGREGATE FA -2 CLASS A 1/8" TRAP ROCK 1,190 TON $58.70 $69,853.00 Total SEAL COAT $135,378.00 Schedule "D" - LEVEL AND OVERLAY ANU MILL ANU vV CRlJ1T Contract Unit Item No. Description Estimated QuanDX Price Contract Amount 1 2350.505 TYPE MV 4 BIT MIX FOR TIGHT BLADE LEVEL 630 TO $65.00 $40,950.00 2 2350.501 TYPE MV 4 WEARING COURSE MIXTURE B 2,035 TON $55.00 $111,925.00 3 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 1,250 GAL $2.50 $3,125.00 4 2232.501 MILL BITUMINOUS SURFACE 4.5" 1,830 SY $1.50 $2,745.00 Total LEVEL/MILL AND OVERLAY $158,745.00 Schedule "E"- RECLAIM, SHAPE, ANU PAvt Contract Unit Item No.Descri tion Estimated QuantityPrice Price Contract Amount 1 2331.604 BITUMINOUS PAVEMENT RECLAMATION 6" DEPTH 3'825 EACH $75.00 $1,200.00 $100.00 2 2112.501 SUBGRADE PREPARATION 2 RDST $$1.25 $1,83000 3 2350.501 TYPE LV 4 WEARING COURSE MIXTURE B 935 TON $55.00 $51,425.00 4 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 190 GAL $19.0 $475.00 5 2221.501 AGGREGATE SHOULDERING CLASS 2 4.5" THICK 125 TON $19.00 $2,375.00 Total RECLAIM, SHAPE, AND PAVE $60,886.25 Schedule "F"- STRIPING Contract Unit Item No. Description Estimated Quantity Price Contract Amount 1 2582.501 PAVEMENT MESSEGE ARROW - PAINT 16 EACH $75.00 $1,200.00 $100.00 2 2582.501 PAVEMENT MESSEGE BIKE SYMBOL - PAINT 2 EACH $50.00 $100.00 3 2582.501 PAVEMENT MESSEGE RING -PAINT 2 EACH $50.00 $0.16 $12.288.00 4 2582.502 4" DOUBLE SOLID LINE YELLOW - PAINT 76,800 LF LF $0.08 $10,288.00 5 2582.502 4" SOLID LINE WHITE - PAINT 128,600 1,288 LF $1.50 $1,932.00 6 2582.502 12" SOLID LINE WHITE - PAINT LF $3.00 $1,764.00 7 2582.502 24" SOLID LINE WHITE - PAINT 2,550 SF $2.85 $7,267.50 8 2582.502 BLOCK PATTERN CROSSWALK ,55 1 LS $2,000.00 $2,000.00 9 2563.601 TRAFFIC CONTROL Total STRIPING Bid Schedule "A" CRACK FILLING Bid Schedule "B" PATCHING Bid Schedule "C" SEAL COAT Bid Schedule "D" LEVEL/MILL AND OVERLAY Bid Schedule "E" RECLAIM, SHAPE, AND PAVE Bid Schedule "F" STRIPING TOTAL ALL SCHEDULES $36,939.50 $41,699.00 $47,050.00 $135,378.00 $158,745.00 $60,886.25 $36,939.50 $480,697.75 OT378EngEstimate.xis 6/5/2008 1:18 AM Eng. Estimate 1 2008 OTSEGO STREET MAINTENANCE PROJECT CONSTRUCTION PLANS FOR PATCHING, CRACK FILLING, OVERLAYING, SEAL COATING, AND STREET STRIPING CITY OF OTSEGO PROJECT NO. 08-02 S H n TM SUITS %A UnLIfY INFORMATION IN '— A�.n THIS PLAN IS LEVETY QUALITY REVEL D. '..- -. THIS ouAI.m LEVEL WAS IIETFJI OF A��M ACCORDING To THE ouIDEUNE4 OF mm.,lni. qq//ASCE 38-2. ENTITLED 'STANDARD WIDEIJNES FGR 7HE COLLECTION ANG SealThuA-.. TTUDTTYD DATA.- E10SEE ES PESCUIBiSCUARTFKAMCEA 7-SM93-127 FAX 785-127-0520 1` I SHEETINDEX I 9 .9m 9YN2 xFEET DESCRIPTION TITLE SHEET GOVERNING; SPECIFICATIONS THE 2GOS EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR CONSTRUCTION' SHALL APPLY. ALL FEDERAL. STATE AND OCALSHALL K COMPLIED WITH INN THEUWS*STR CONSTRUCTION REGULATIONS. THIS OJECT.CES WORK SHAM CONFORM TO THE STANDARD UTILIT'! SPECIncAnON$ AS PUBLISHED BY THE CITY EIIOIN. ASSDdAT10N OF MINNESOTA, 1999 REVISION. WRIGNT COUNTY, MINNESOTA I hwbyNwr MI. Won .v.olO.oHon, r n.poN w . pnp—d Ir/ m. r ulW.r my e4.el •xF+M•l•l+ and ihaf I w a odul, ...n..d prol.nbwol Enpin..r undx' 1h. low. eT tM SfaN 01 Minn..efa. 25052 DATE RONALD J. WAONER. P.E. LIG. N0. u.rAxseN uNfERSON ASSOCNTES. INC. ASSOCIATES. INC. 15550 DATE (O/ 7/ ✓�+ I LIC. NO. ---""'���***'��� 10 SHEETINDEX THIS PLAN CONTAINS 10 SHEETS sm N0. DESCRIPTION TITLE SHEET ZAHMESES t DETAILS 3 1 OVERALL PIANS CRACK FILLING AND PATCHING PLANS 5 OVERLAYING PIANS B SEAL COAnNG PIANS 7-10 STRIPING PLANS WRIGNT COUNTY, MINNESOTA I hwbyNwr MI. Won .v.olO.oHon, r n.poN w . pnp—d Ir/ m. r ulW.r my e4.el •xF+M•l•l+ and ihaf I w a odul, ...n..d prol.nbwol Enpin..r undx' 1h. low. eT tM SfaN 01 Minn..efa. 25052 DATE RONALD J. WAONER. P.E. LIG. N0. u.rAxseN uNfERSON ASSOCNTES. INC. ASSOCIATES. INC. 15550 DATE (O/ 7/ ✓�+ I LIC. NO. ---""'���***'��� 10 T LINSOFE10MMIGIMBOMDErAL PEDESTRIAN PAVEMENT MARKING DETAIL (PERPENDICULAR INTERSECTION) LANE LANE T. CROSSWALK AND STOP LINE MARKINGS SHALL DE LATEX PANT. Z CROSSWALK MARKINGS TO BE CENTERED AND ALIGNED ON CENTER UNE AND LANE LEES. MAKE ADJUSTMENTS N LIMAN AREA. 1 FOR CROSSWALK MAAIDNGS. A YINNUM OF 1Y CLEAR DISTANCE MAST BE LEFT ADJACEXT ro CURB. 4. ATSKEWED CROSSWALKS. THE BLACKS ARE TOREMAINPARALLEL TO THE LANE LINES 1 REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED m OiOWIALRDETAL PEDESTRIAN PAVEMENT MARKING DETAIL (PERPENDICULAR INTERSECTION) PAVEMENT / G'i; MAIRONOI`\ Li,' VEHICLE LANE EDGE OF VEHICLE LANE —SPACED TO AVOID WHEEL PATHS 1— S R. VEHICLE LANE 1. PAVEMENT MARKINGS SHALL BE LATEX PAINT. L CROSSWALK MARKINGS TO SE CENTERED AND ALIGNED M IN NTE INLINE AND LANE ONES. MAKE ADJUSTMENTS 3. POR CROSSWALK MAKI=NGS. A MINIMUM OF 15' CLEAR DISTANCE YUSf BE LER ADJACENT TO CURB. 4. AT SKEWED TO TK LANE LINES CROSSWAIJ6, THE NDGKS ARE TO REMAIN PARALLEL IL REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED M THE ENODIEEK. I w � I Item No. Description Estimated Quantity 1 2112.501 SUBGRADE PREPARATION 12 1 RDST 2 2221.501 AGGREGATE SHOULDERING CLASS 2 (4.5" THICK) 125 TON 3 2232.501 MILL BITUMINOUS SURFACE (4.5") 1,830 SY 4 2331.604 BITUMINOUS PAVEMENT RECLAMATION (6" DEPTH) 3,825 SY 5 2350.505 TYPE MV 4 BIT MUC FOR TIGHT BLADE LEVEL 630 TON 6 2350.501 TYPE MV 4 WEARING COURSE MD(TURE (B) 2,035 TON 7 2350.501 TYPE LV 4 WEARING COURSE MIXTURE (B) 935 TON 8 2356.505 BITUMINOUS MATERIAL FOR SEAL COAT 26,210 GAL 9 2356.507 SEAL COAT AGGREGATE (FA -2 CLASS A 1/8' TRAP ROCK) 1,190 TON 10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 1,440 GAL 11 2582.501 PAVEMENT MESSEGE (ARROW) - PAINT 16 EACH 12 2562.501 PAVEMENT MESSEGE (BIKE SYMBOL) - PAINT 2 EACH 13 2582.501 PAVEMENT MESSEGE (RING) - PAINT 2 EACH 14 2582.502 4" DOUBLE SOLID LINE YELLOW - PAINT 76,800 LF 15 2582.502 4" SOLID LINE WHITE - PAINT 128,600 LF 16 2582.502 12" SOLID LINE WHITE - PAINT 1,288 LF 17 2582.502 24" SOLID LINE WHITE --PAINT PAINT 588 LF 18 2582.502 BLOCK PATTERN CROSSWALK 2,550 SF 19 2563.601 TRAFFIC CONTROL 1 LS LINSOFE10MMIGIMBOMDErAL PEDESTRIAN PAVEMENT MARKING DETAIL (PERPENDICULAR INTERSECTION) LANE LANE T. CROSSWALK AND STOP LINE MARKINGS SHALL DE LATEX PANT. Z CROSSWALK MARKINGS TO BE CENTERED AND ALIGNED ON CENTER UNE AND LANE LEES. MAKE ADJUSTMENTS N LIMAN AREA. 1 FOR CROSSWALK MAAIDNGS. A YINNUM OF 1Y CLEAR DISTANCE MAST BE LEFT ADJACEXT ro CURB. 4. ATSKEWED CROSSWALKS. THE BLACKS ARE TOREMAINPARALLEL TO THE LANE LINES 1 REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED m OiOWIALRDETAL PEDESTRIAN PAVEMENT MARKING DETAIL (PERPENDICULAR INTERSECTION) PAVEMENT / G'i; MAIRONOI`\ Li,' VEHICLE LANE EDGE OF VEHICLE LANE —SPACED TO AVOID WHEEL PATHS 1— S R. VEHICLE LANE 1. PAVEMENT MARKINGS SHALL BE LATEX PAINT. L CROSSWALK MARKINGS TO SE CENTERED AND ALIGNED M IN NTE INLINE AND LANE ONES. MAKE ADJUSTMENTS 3. POR CROSSWALK MAKI=NGS. A MINIMUM OF 15' CLEAR DISTANCE YUSf BE LER ADJACENT TO CURB. 4. AT SKEWED TO TK LANE LINES CROSSWAIJ6, THE NDGKS ARE TO REMAIN PARALLEL IL REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED M THE ENODIEEK. I w � I I ® ® I 7TIRGIINI L71RIi &j7pRDLlff LANE - 110' woNIS - R.G' FROM SA' WIDE I. INITIAL PACIND-EO R. RECOMMENDED. RANGE OF 30-W R. DEPDMM ON APPROACH SPEED AND w w LENGTH OF TURN LAME - 2. MESSAGE SPACING -40 R. RECOMMOMED. IDWIOH W 25 R. MR SIERT TURN LANES. ® BO I 3. INTERMEDIATE N'AC00-I MMI111CMD A MNNW OF 100 R. AND A MAIMEI OF 150 R. DEPENDING ON APPROACH SPEED AND LENGTH OF TURN LANE. 4. FOIL SPACI G-REOOIDEND 20 R. OR AS CLOSE S PO WITH RESPECT TO THE SPACING CNTERN 5. NUMBER OF MESSAGE LNITS-FNH TURN LANES LESS TNN 200 R. N LFHGTN ONE NLDULD K SUFFICIENT AND FOR TI1RN LINES =REFINE TWIN 200 R. N tEMFIIH TWO SIIDOIO SE SUFFICIENT. N RURAL AREAS ONE MESSAGE i1MR MAY RETIAROMFRS OF TE IDDM. R 6 71HAT N TSS GSE THE HEAD Or THE ARROW SE LOCATED AT OR HEAR THE I MIDPOINT OF THE THANE Hakonsonn Anderson �A,.s1Ws�oc., Inc. I CritMAIOF OTSEGO Tlrtla 3D1 A..CMI Ara MIrMe onSDBS TE -m -REG FAK 2008 STREET NTENANCE PROJECT 7Li-Q7-0DOCITY PROJECT NUMBER: OB -02 IANTITIES AND DETAILS an' OF OTZA WESOTA PROJECT NO. OT376 INSET A INSET B I I i I II t------ ---- - ------+------------ ' -- '---- ' --------- --------------- ------------------------------------- ------------------;'mac--- ---- —� — ------------- W K x j. ; ____ m um------ -- ___� ;itm ,Zoo --------+J, - i -- +--------------,-5- i N I U % eGIE N f4T � W 13,000 LF 4" SOLID DOUBLE CENTERLINE i � I 15 LF 24" SOLID = -YELLOW N.E.85th i sr. I I ----------------------------------- --- } - --- --- --- ------ -- - ---- - ----------- --- BAR I i -- -1 WHITE STOP I I I �- 3 LF 24" ! 15 --- - ! Q �) - - - - - ------+-------- -- 15 LF 24 SOLID - - SOLID. --- -- -- --- ------- —�-----------------i------------- ---__-- T— I W WHITE STOP BARS i WHITE STOP BARI ---+------ ----- ------ I 2E ' N.E. 80th SL. --- ----------- '' ___ ____ _ —F ---- - r---------------- - - - - -- ------ � 15 300 LF OLID DOUBLE ' N.E. e7 sr. ____ ______-___ 4�� S - - - - - - - --- - - - -- --- i ---- ------------ 3 YELLOW CENTERLINE 25,400 LF 4" SOLID WHITE FOG LINE £-----------------; -- - --------+-------- -- - -- - 10,800 LF 4" SOLID DOUBLE -------------- ---------------- I , N INE ALONG O FOG L --------- ---------------- ------------------------------------- YELLOW CENTERLINE N.E. 77th STREET 22,400 LF 4" SOLID WHITE - BIT. CURB ; —FOG LINE 15 LF 24" SOLID ; --------------------------------- ------ ----+ - --- -- --- _..--+-------------- KE - AR WHITE STOP B -- - — - - - ---------- --- --- - -- -------------- 15 LF 24" SOLID '! i WHITE STOP BAR i ' ' I--Ktij72 y ___ _ _—�'ti� __- __ ; N.E. 80th ST.__ t_ _ _ _ •F ST NE i �: r.� Z �a i i 11 IGHT OF W PUT STREET 6-5 i i ' i INN A DEPARTME ON - fl tom" N. 70th STR Ef 78TH H i N � m — � 15 LF 24" SOLID `> { • sT. N. WHITE STOP BAR ! i r, ;,n, L N ' "^d"'^' d'""'"° "•„ b agar.. ms stele o, ui a: / Hakanson Anderson Assoc., IOC. cm mala..,. and Land Surfs ar apt Ave0 Anoka,S6SOSIVE Kin CITY OF OTSEGO 2008 STREET MAINTENANCE PROJECT STRIPING PLAN INSET A & B `"" g 6/aiofi� �, No. g59'A ®n 63-4 7 -427-ta 763-A27-5860 FAX 765-427-0520 w..nakaneon-and---n.aom1: CITY PROJECT NUMBER: 08-02 CITY OF OTSEGO, MINNESOTA 70 PROJECT NO. OT376 INSET C 3N GALA AVE. � I F "-7 "_': ' I►I '�'-�,, ` �' I Z , (8) - 10'X, 3' (240 SF) CROSSWALK BLOCKS x--, L�- `` anv i3ronlNvN =` ---- NASHUA AVENUE -------i---------------- ----------------1---------- --- I (2)_ "XING" MESSAGE 2 - B,,�# () SYMBOL I - 15 LF 24" SOLID =- ' � 21 LF 24" SOLID 6,500 LF 4" SOLID DOUBLE I ATE STOP BAR \ WHITE STOP BAR YELLOW CENTERLINE I " � r 13,900 LF 4" SOLID WHITE FOG LINE j j Av Ill as -----------+----------------;--------------- ---- - N.E. NA'¢HUA AVENUE i 85TH STREET ---------- r , ?' .E. NASHUA AVENUE , ;, z I -- -- Z ,� c m A 4,900 LF 4" SOLID DOUBLE (9) - 10'x 3'(270 SF) 1i'-- NASD rn YELLOW CENTERLINE I I CROSSWALK BLOCKS I TNAOGHTOR w 10,500 LF 4" SOLID WHITE ; NE __---FOG LINE y _ 2 21 LF 12" SOLID WHITE ____________T-- () m ; NAUGHTOR ----------- --- -- ---- -- - - ST, --- I CROSSWALK BARS T ODEAN AVENUE N.E. NEED M AVE. 15 LF 24" SOLID 10,900 LF 4" SOLID DOUBLE ; " oo WHITE STOP BAR , ' YELLOW CENTERLINE N.E. NELMARK AVE. m ' 22,500 LF 4" SOLID WHITE (2) 33 LF 12" SOLID WHITE N.E. OAKWOOD AVE, j �F ----- FOG LINE ---- CROSSWALK BARS * +--------- ------------------- 'BRIAN AV s ; ._ d i N.E. I BRIAN AVE. ? O'BRIAN A m NE O'BRW! AVE. O ' (27) - _ k .�a 10'x 3'(810 SF) — pE ? / 2 24 LF 12" SOLID l ) OCHOAAVE i I j CROSSWALK BLOCKS °oHay •..— ? WHITE CROSSWALK BAR ; �� ,n -- --- 21 LF 24" SOLID t (2) 24 LF 12" s q z ----------------- -- -- o - ---- ti -------- -- m R. ; -N oc AVE ------- -- --- - ------- ------T--- -------- WHITE STOP BAR SOLID WHITE ' 1 CROSSWALK BAR •and *d n yr% i ; E O'DAY AVEC 21 LF 24": IL 4"SOL 00 ! GD b cva.o 3N ; 1 WHITE STOP BAR AVENUE i i IR E. i 1 1 i ODEAN AVE. NE -------------+ ---------- —-------- --- ----------------I------------------ ---------------- z N.E. :ODEAN A ODELL AVEi 300 m --------- s2 rt' 3 ODELL Vr. a ro ' N.E. OD 15 LF 24" SOLID , z I m , ,?4' y ' 0 AVE z m 15 LF 24" SOLID : m WHITE STOP BAR a N �, ? ! = �.._y m m N 00DEN "WHITE STOP BAR' D J a m 3p0 o 3\RrnsloN ; am. • •°'"n` �%'°'^^ ^'� w� a m. sib o,� nno °mems En°N ,a.. eHL HOkanson Anderson Assoc., Inc. dull En9lnsen one Lona Sum,— 3501 Thuneon A—. Moke. M,nnezctn 55303 I CITY OF OTSEOO 2008 STREET MAINTENANCE PROJECT STRIPING PLAN INSET C "a' 71 9 a sm9YL ,,, fiisioe Lic. No. -+`650 763-427-5860 FAX 763-627-0520 � vrer.hokoisson-oneen<on.00,n CITY PROJECT NUMBER: 08-02 CITY OF OTSEGO, MINNESOTA 10 pd,� ' INSET D I AVENUE - ' CIR .E. I I ODEAN AV€. NE N.E. ODEAN AVENUE i m A- I z ODELL AVE I s ro I s I ODELL AVE. I eo I z ' N.E. ODE T m ; m I— (£ i AVE m A i IZ I z m i W' N ocoeN Ave. m; I I z i _ N30OO 4 % 15 LF 2 " SOLID N I m N 3nN3AV A --------------' -- ------ -------- ..-- -------------------------------- ---- N ------ ¢ - - WHITE STOP BAR N.E. OGREN AVEJ 85TH STREET " 5,400 LF 4" SOLID DOUBLE , "� Yy (2) 24 LF 12" SOLID WHITE w OCROSSWALKBAR N.E.O REN AVE.YELLOW CENTERLINE 20 11,750 LF 4" SOLID WHITE FOG LINE 15 LF 24" SOLID N.E. PACKARD iAVE. ; N.E. m (2) 24 LF 12" SOLID O�iLAND P l I D AVE WHITE STOP BAR �� CROSSWALK BARS,; NLWHITE ^ m s °' PAGE AVENUE (7) - 10' x 3' (210 SF) z ;Nz w PADG m z - 121 LF 24" SOLID 5,800 LF 4" SOLID DOUBLE CROSSWALK BLOCKS � YELLOW CENTERLINE : - _ I j WHITE STOP BAR 111 %a�• � ADR A I PADRE ; P qv. 13,000 LF 4" SOLID WHITE f % �aavd - - -- �- -------------------- -- t� __Z_=________T________________r________________ _T___ FOG LINE ------------- ------- - -- --- ------ - ------ WiVd n.c c nuc rq�G i n.c. rnuc nr�.rvuc z I R VE ; m m Z pAC m E I 19�e ALMGREy 78TH STREET ; 9 T e92nCY W 3,350 LF 4" SOLID DOUBLE I ; O° a'�" `(2) 24 LF 12" SOLID YELLOW CENTERLINE..... --- v PARELL AV N.E. ti "� ,�� P WHITE CROSSWALK BAR 7,350 LF 4" SOLID WHITE -------- r FOG LINE P AVE. H (27) - 10'x 3'(810 SF) 3AV Na d ; m ! (2) 29 LF 12" CROSSWALK BLOCKS 1 I I SOLID WHITE N° QUADAY AVENUE i _ CROSSWALK ; 15 LF 24" SOLID N KINGTON W + 3N;'3AV ' "R 850 LF 4" SOLID DOUBLE ! �^ WHITE STOP BAR �' BAR ----3NV CS.A.H. 42 AR ISH VE) 1,800 LF 4n SOLID WHITE --------i------------- - +---------------- -------------------' i ----=-----=------ i -------------=z- - -------- � COUNTY HIGH Y 1 GHT-OF-WAY S NO. 8 m C.S.A.H. jO. 42 (N.E. PARRISO AVE. FOGHIGHWAY LINE 21 LF 24" SOLID ! HSI��ab � CO� WHITE STOP BAR I '3•N 3 v �� ,� N I NOSaVd I m I 21 LF 24" SOLID I Ii Q P IR R E ��� o WHITE STOP BAR *d ------------------------------- - --- - N --------------- ------------------------+------------------------- --+--- - ------------- ------ --------- SEE ATTACHED SEPERATE • • � AY N �--- - �3 ---�-- I FRONTAGE ROAD STRIPING I --• ti da 10' 3' SF) 3^ �v PLANS ;n (7) - x (210 �y� AVE z CROSSWALK BLOCKS I QJ�,SR ' I I p I I .:�.e''m \:.wig �` Kvome vome-eerie °Em 01 �' d ""µ' "'"'�"�"I� �`° �" a �uL //L� /, BML Hakanson Anderson Assoc., Inc. aal eereln.g Ana Lena sur.e,or. '� 3601 Thurston Ave., Anoka, Ninnesoto 55303 CITY OF OTSEGO 2008 STREET MAINTENANCE PROJECT CITY PROJECT NUMBER: 08-02 STRIPING PLAN INSET D io 10/ {,fie 6/t/OBS Lic. No. 43650 n 763-427-5660.763-427-0520 rre.hakeneen—cnAenon.eom CITY OF OTSEGO, MINNESOTA Mn/DOT TP -2184-02 (5/83) I T E M S-2 State of Minnesota Department of Transportation . ..I.. I — . CHANGE ORDER #3 Contractor: Knife River Corporation S.P. No. N/A Address: 4787 Shadow Wood Drive NE Location: 70th Street NE from CSAH 19 to Maciver Avenue F.P. No. N/A Contract No. N/A In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions: Addition of Permeable Aggregate Base (P.A.B.) Drains along the north and south shoulder of 70th Street NE between stations 41+25 to 45+00 and between 50+50 to 52+60. ESTIMATE OF COST Added Items ITEM NO. ITEM NAME UNIT QUANTITY UNIT PRICE AMOUNT 1 Permeable Aggregate Base Drain LF 1170 $10.00 $11,700.00 2 Connect into Existing Drainage Structure EA 6 $500.00 $3,000.00 3 Restore Class 2 Aggregate Shoulder TON 60 $19.20 $1,152.00 )riginal Contract Amount Change Order#1 Change Order#2 Change in Contract due to this Change Order Total Contract Amount Issued by: Approved by: Accepted by: Contractor's Authorized Representative Date CHANGE IN CONTRACT TIME Due to this change, the Contract Time: ❑ is Increased by ❑ Working Days ❑ is Decreased by 0 Calendar Days ® is not changed. ❑ May be revised if the work affected the controlling operation. SAMunicipal\A0TSEG0\376\PAY ESTIMATE\ot376co3.doc $310,483.59 $17,745.09 -$9,151.00 $15,852.00 $334,929.68 Project Engineer Date Otsego City Official Date k E �9 �k p �y jgyi ge■ g. 8 ' C � ( HI�f p� . ag� IIIA g o: VY O k? O n W 117: IA d: d: M: m 0: m 01: at m rg ..:.........:......... :............. ........... .....:....... ..:..... ....:.... ..... d N �g 8Itl k e ......... .............. _ rg Wim..... oi"iZ o ]6 6 6 � ............................... .... ...lam!... FF . +Y o i4 � :.........:........:... .. .... a .... ....... ice!... yry$� n 4 zzqqyy .. . r '! �. . jpE ............... :......... :......... :......... .. ..... o ur o ur o p� ur' 3u .wo-.�c, ,mw owa ITEM 77_7 MEMO Date: June 5, 2008 To: Mayor & Council From: City Administrator Mike Robertson Re: People Service Contract People Service has proposed a new contract which is enclosed. The majority of the proposed changes are either updating the dates or items that we had already agreed to change in the past. They are proposing a 5 year agreement at a price of $44,602 per month. In 2007 we paid them $41,989 per month. ITEM 11_1 OPERATION AND MAINTENANCE AGREEMENT This Operation and Maintenance Agreement (the "Agreement") dated as of 20052008, is between the City of Otsego, Minnesota, a municipal corporation (the "Owner"), whose address is 8899 Nashua Avenue NE, Otsego, Minnesota 55330, and PEOPLESERVICE, INC., and its successors and assigns ("PeopleService"), whose address is 209 S. 19th Street, Suite 555, Omaha, Nebraska 68102. RECITALS: WHEREAS, Owner is the owner of a municipal water and wastewater treatmentIp ant facility as described in Exhibit A to this Agreement (the "Facilities"); and WHEREAS, Owner desires to engage PeopleService to operate and maintain the Facilities on behalf of Owner and PeopleService desires to accept such engagement, all upon the terms and conditions hereafter set forth; and WHEREAS, Owner is authorized by law to enter into this Agreement. NOW, THEREFORE, in consideration of the premises and the mutual covenants herein contained, the parties agree as follows: ARTICLE I - SCOPE OF SERVICES 1.1 Commencing on July 1, 20052008, or such other date mutually acceptable in writing to PeopleService and Owner (the "Effective Date"), PeopleService will provide all routine operation and maintenance of Owner's Facilities on a 7 day per week basis within the design capacity of the Facilities as described in Exhibit A to this Agreement ("Description of Facilities"). The routine operation and maintenance services to be provided by PeopleService are further described in Exhibit B of this Agreement. H:wwwVscntrct\0tsego.wp6 1.2 Commencing with the Effective Date of this Agreement, PeopleService shall implement continue the use of its standard operating procedures., and PeopleService shall place into operation preventive maintenance and process control programs, including documentation of operation and maintenance procedures conducted for the water and wastewater utility system. Such records shall be available for inspection by Owner at all reasonable times. 1.3 PeopleService will be responsible for expenses incurred in the routine operation and maintenance of the Facilities, including personnel services, utilities communication services consisting of three (3) phone lines and the high speed intemet service (electricity, natural gas and diesel fuel used for the backup generator shall remain the responsibility of the Owner), chemicals subject to the provisions contained in Section 4.3 of this Agreement), materials, supplies, contracted services, insurance, and equipment repair (subject to the provisions contained in Sections 1.4 and 2.1.b of this Agreement). 1.4 PeopleService shall provide all required maintenance to preserve the existing life of all assigned equipment and vehicles of the Facilities. PeopleService will bear the expense of maintenance and repair of all equipment, physical facilities, and vehicles assigned for PeopleService's use, except for capital replacement expenditures as defined in section 2.1 (b), provided that such expense does not exceed a maximum annual maintenance/repair (noncapital) expenditure of $15,650 $30,000 for the first year of this Agreement. In subsequent years, the maximum annual maintenance/repair expenditure will be increased by the C.P.I. adjustment contained in section 4.2 of this Agreement. In performing maintenance and repairs, PeopleService will perform in an economical manner and make all reasonable efforts to remain below the annual maintenance/repair expenditure amount while remaining in compliance with all applicable regulations. PeopleService will refund to Owner any unused monies less than the maintenance/repair expenditure amount. In the event that such expenses approach or exceed this maximum annual amount, PeopleService shall promptly notify Owner. Any repair expenses in excess of the maximum amount set forth in this provision shall be approved by Owner. PeopleService shall invoice Owner the amount of maintenance/repair expenses in excess of the maximum annual maintenance/repair limit set forth in this provision at the end of the 12 -month period. Owner shall reimburse PeopleService for such excess expenditures. H:www\fscntrcN0tsego.wp6 1.5 PeopleService will provide properly certified employees for the staffing of Facilities. Backup services will be provided by PeopleService corporate personnel. In addition, PeopleService will be on call 24 hours per day, 7 days per week, for emergency situations. 1.6 PeopleService shall advise Owner and serve as Owner's liaison to regulatory agencies and industrial users in matters related to the operation of the Facilities. However, PeopleService will not act as, or provide, legal counsel in this capacity. 1.7 PeopleService will supervise all regulatory compliance and financial transactions pertaining to the day-to-day operation of the Facilities. Subject to the limitations of this Section 1.7, PeopleService shall operate the Facilities in compliance with state and federal regulatory requirements. PeopleService will pay all fines imposed for process upsets and violation of discharge limits unless the process upsets or violations are attributable to: (a) Flows or pollutants which are not within the Design Capabilities of the Facilities; pollutants include, but are not limited to soluble oil, heavy metals, excessive suspended solids and excessive organic loadings; (b) The malfunction or failure of equipment which is not solely due to the negligent acts, errors or omissions of PeopleService; (c) Construction activities which are undertaken to improve the wastewater treatment process but which are beyond the operating scope of services of PeopleService as delineated in this Article I; or (d) Discharges from industrial facilities in violation of any pretreatment standards applicable to those discharges. In no event shall PeopleService be responsible for the payment of state or federal fines imposed or damages, attorney fees, and court costs awarded as a result of actions, inactions, process upsets or violations which occurred prior to or existed on the Effective Date of this Agreement, and which are not due solely to the negligence of PeopleService, nor shall H:www\fscntrct\0tsego.wp6 PeopleService be responsible for payment of any fines, penalties, damages or attorney's fees resulting from requirements not expressly assumed by PeopleService herein, including any reporting requirements. With regard to potable water supplies, PeopleService will not be responsible for inherent water quality that fails to meet specifications of the Safe Drinking Water Act and amendments thereto concerning inorganic chemicals, pesticides, volatile organic chemicals, synthetic organic compounds, lead and copper standards. However, PeopleService will use its best efforts to treat Owner's potable water supplies to meet drinking water standards. 1.8 PeopleService shall exercise the due care in performing its obligations and duties under this Agreement which is normally and reasonably provided with respect to similar contract services. 1.9 PeopleService will provide and maintain at all times during the term of this Agreement the following minimum insurance coverage: (a) Statutory Workers' Compensation Insurance in compliance with the laws of the state of Minnesota which has jurisdiction of PeopleService employees engaged in the performance of services hereunder; together with Employers Liability coverage in the amount of $500,000 for each incident; (b) General liability coverage of at least $5,000,000 combined single limit, each occurrence, for bodily injury and property damage with Owner named as additional insured; and (c) Comprehensive auto liability insurance which shall include $500,000 combined single limit coverage for bodily injury and property damage. PeopleService will furnish Owner with Certificates of Insurance as evidence that policies providing the required coverage and limits are in full force and effect. Such policies shall provide that no less than thirty (30) days' advance notice of cancellation, termination or alteration shall be sent directly to PeopleService and Owner. H:www\fscntrct\Otsego.wp6 ARTICLE II - RESPONSIBILITIES OF OWNER 2.1 As part of this Agreement Owner agrees to assume the following responsibilities: (a) Owner shall maintain in full force and effect, in accordance with their respective terms, all guarantees, warranties, easements, permits, licenses and other similar approvals and consents received or granted to Owner as owner of all Facilities and component parts thereof; (b) Owner shall be responsible for all capital replacement and major maintenance/repair expenditures which are defined as nonrecurring expenditures greater than $1,000, that Owner determines necessary and required, provided that PeopleService will first be consulted for justification and need; (c) Owner shall be responsible for filing, obtaining, and maintaining current water supply operations permit and NPDES permit for discharge of wastewater; wellhead protection plans, DNR water appropriation reports, DNR water emergency plans and conservation plans, mercury minimization plans, phosphorus management plans; and for filing all required reports under the Emergency Planning and Community Right -To -Know Act or any other statute or authority as well as the publishing of the annual Consumer Confidence Report (CCR) required by the Safe Drinking Water Act; provided, however, PeopleService shall assist Owner with preparing these filings and reports and shall provide ongoing assistance regarding the maintenance of these permits, plans and reports; (d) Owner shall at all times provide access to the Facilities for PeopleService, its agents and employees; (e) Owner shall provide PeopleService the use of all existing equipment owned by Owner, including a plow/hoist truck, necessary for the operation and maintenance of the Facilities and warrants that such operating equipment is in good condition; H:www\fscntrct\Otsego.wp6 (f) Owner shall be responsible for all damage to the Facilities, components thereof, PeopleService equipment on site, and all resulting liability to any and all third parties, when such damage and/or liability are caused by flood, fire, acts of God or other force majeure events, civil disturbance, extreme cold temperatures, excessive subsoil moisture, or misuse of property to the extent Owner was negligent regarding the misuse of such property; (g) Owner shall be responsible for all fines imposed for process upsets and violations of discharge limits attributable to the operation and maintenance of the Facilities to the extent set forth in Section 1.7 as well as fines imposed for failure to report as required by Section 2.1(c); (h) Owner shall designate an individual to act as liaison with PeopleService in connection with the performance of services by PeopleService under this Agreement; (i) Owner shall be responsible for all property, excise and other taxes assessed on the Facilities; and (j) Owner shall bear all costs incurred as a result of regulatory requirements not in effect on the Effective Date of this Agreement.:.; and W Owner agrees to provide up to 700 hours of labor from its municipal employees to assist PeopleService with routine fire hydrant flushing and manhole inspections. 2.2 Owner shall maintain in full force and effect all existing policies of property and general liability insurance pertaining to the Facilities. Owner shall furnish PeopleService with Certificates of Insurance as evidence that such policies are in full force and effect under such policies. Such policies shall provide that no less than thirty (30) days' advance notice of cancellation, termination or alteration shall be sent directly to PeopleService and Owner. 2.3 Owner shall indemnify and hold PeopleService, its officers, employees and agents, harmless under this Agreement for any and all claims, damages, costs or expenses caused by H:wwwVscntrct\0tsego.wp6 malfunction or failure of the Facilities or any components thereof or other liability or loss including injury, death, or damages to any person or property related in any way to the performance of this Agreement to the extent such claims, damages, costs, expenses, liability or loss are caused by the negligent acts, errors or omissions of Owner. Additionally, Owner shall indemnify PeopleService, its officers, employees and agents harmless for any and all fines, penalties, attorney's fees and damages resulting from Owner's failure to comply with permitting, reporting or other statutory or regulatory requirements which are the responsibility of the Owner. This provision shall survive the termination of this Agreement. ARTICLE III - RESPONSIBILITIES OF PEOPLESERVICE 3.1 PeopleService shall indemnify and hold Owner, its employees and agents, harmless under this Agreement for all claims, damages, costs or expenses caused by malfunction or failure of the Facilities or any components thereof or other liability or loss including injury, death, or damages to any person or property related in any way to the performance of this Agreement to the extent such claims, damages, costs, expenses, liability or loss are caused by the negligent acts, errors or omissions of PeopleService. This provision shall survive the termination of this Agreement. ARTICLE IV - COMPENSATION 4.1 As compensation for services rendered by PeopleService pursuant to this Agreement, Owner shall pay to PeopleService the sum of $45,667$44,602 per month during the first twelve (12) months of this Agreement, commencing with the Effective Date. The monthly payment shall be due and payable on the first day of the month in which services are to be rendered. All other compensation to PeopleService is due upon receipt of PeopleService's invoice and payable within thirty (30) days of the date of the invoice. 4.2 The monthly compensation provided in Section 4.1 shall be adjusted on July 1St of each year, beginning on July 1, 20062009. The basis for the annual adjustment for July 1, 20062009 shall be the change in the Consumer Price Index for All Urban Consumers (CPI -U) as regularly reported by the U.S. Bureau of Labor Statistics, between April 20052008 and April 20062009. For each year thereafter, the adjustment shall be the change in the CPI -U as H:wwwVscntrct\0tsego.wp6 reported between April of the year preceding the year of adjustment and April of the year of adjustment. This annual adjustment shall be done by letter acknowledging the change and will not require official action or contract amendment. 4.3 Within sixty (60) days of the end of the first twelve months after the Effective Date of this Agreement, PeopleService shall provide the Owner with a statement showing the amount of money expended on chemicals, diesel fuel (used for backup -generators), natural gas and electrical ener-gy at the facilities. Should the amount of actual expenditures for chemicals and electrical energy be less than the "base amount", PeopleService will include a refund equal to the portion of the base amount that remains. If the actual expenditures exceed the base amount, PeopleService shall include an invoice equal to the amount actual expenditures exceed the base amount, which the Owner agrees to pay in accordance with the terms of Section 4.1 of this Agreement. The "base amount" for the first twelve months of this Agreement shall be $186,290 $60,000. The base amount shall be escalated annually in accordance with Section 4.2 of this Agreement. ARTICLE V - TERM OF AGREEMENT 5.1 This Agreement shall remain in full force and effect for three 3 five 5 years from the Effective Date. The Agreement shall be automatically renewed for successive terms of one (1) year each unless written notice of cancellation is given by either party to the other no less than ninety (90) days prior to the date of expiration. ARTICLE VI - TERMINATION 6.1 This Agreement may be terminated by either party in the event of the other party's breach of a material term of the Agreement, by the first party's giving written notice of such breach and the second party's failure to correct within thirty (30) days of receipt of such notice. 6.2 PeopleService shall not be in breach under this Agreement for its failure to perform its obligations under this Agreement, to the extent that the performance of such obligations is prevented or delayed by any event which is beyond the reasonable control of PeopleService, including but not limited to Acts of God, strikes, labor disputes, and unavailability of parts. In the event PeopleService claims that its performance is prevented or delayed by any such H:www\fscntrct\Otsego.wp6 event, PeopleService will promptly notify Owner of that fact and the circumstances preventing or delaying its performance. ARTICLE VII - MISCELLANEOUS 7.1 Any temporary or portable equipment which is provided by PeopleService during the term of this Agreement and which is not deemed part of the Facilities shall remain the property of PeopleService upon termination of this Agreement. PeopleService shall not make any expenditures for capital replacements of the Facilities or any component thereof without the prior approval of Owner unless there is an emergency. An emergency exists when such expenditures are necessary to continue operation of Owner's Facilities or to provide for public health, safety or environmental protection. If there is an emergency, PeopleService shall provide Owner with verbal notice of the need for the capital replacement expenditure as soon as possible. Owner shall reimburse PeopleService for such emergency capital replacement expenditures in accordance with Section 4.1 of this Agreement. 7.2 This Agreement represents the entire agreement of the parties and may only be modified or amended in a writing signed by both parties. 7.3 Written notices required to be given under this Agreement shall be deemed given when mailed by first class mail to PeopleService, Attention: President, and to Owner, Attention: City Administrator, at the addresses set forth for each in the opening paragraph of this Agreement. 7.4 This Agreement shall be governed by, and construed in accordance with, the laws of the state of Minnesota. 7.5 Neither party shall assign, in whole or in part, any of the rights, obligations or benefits of this Agreement except to a parent, affiliate, or wholly-owned subsidiary, without the prior written consent of the other party, which consent shall not be unreasonably withheld. For purposes of this Section 7.5, an affiliate is defined as a company, the controlling interest in which is owned by the parent of the party. H:www\fscntrct\0tsego.wp6 7.6 Upon the Effective Date of this Agreement, that certain_Operation and Maintenance Agreement dated April 10, 2000 November 16, 2005 between the Owner and PeopleService shall automatically terminate and shall be superseded by this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed as of the date first above written. PEOPLESERVICE, INC. CITY OF OTSEGO, MINNESOTA President Attest: H:www\fscntrct\Otsego.wp6 Attest: Mayor Assistant Secretary City Administrator OPERATION AND MAINTENANCE AGREEMENT EXHIBIT A Description of Facilities For purposes of this Agreement, the following water/wastewater utility components are included: Water Systems: The East water system is a Class "D""C" water system consisting of four 4) five 5 water production wells [well #1, #3, #6 & #8 with a submersible pumps; well #2 with a line shaft turbine pump; well #3 (River Pointe) with a submersible pump; and well #6 with a submersible pumpl, two (2) well houses with chemical addition equipment for adding chlorine, fluoride and polyphosphate; one 1 two 2 elevated water storage towers tower #1 with a 400,000 gallon capacity and tower #3 with a 1,000,000 gallon capacityl; one (1) 7,000 gallon hydro pneumatic water storage tank; one (1) portable emergency generator; and a water distribution system containing approximately 100,000163,000 lineal feet of water mains of various sizes (with diameters of 6 to 16 inches), approximately 400500 fire hydrants, three (3) pressure control stations fstation #1 is a booster station while stations #2 & #3 are reduction stationsl approximately 7001,000 water valves, corporation stops, city service lines, curb stops, and one (1) portable water meter/backflow prevention assembly. The west watersystem is a Class "D""C' water system consisting of two2)three water production wells [well #4,, with a submersible pump; and well #5 and #7 with a submersible pumps], one (1)two (2) well houses with chemical addition equipment for adding chlorine, fluoride and polyphosphate; one (1) elevated water storage tank with a capacity of 1,000,000 gallons; one (1) 15,000 gallon capacity hydro pneumatic water storage tank; one (1) portable emergency generator; and a H:www\fscntrct\Otsego.wp6 water distribution system containing approximately 55,000 163,000 lineal feet of water mains of various sizes (with diameters of 6 to 16 inches), approximately 250500 fire hydrants, 5501,000 water valves, corporation stops, city service lines and curb stops. Wastewater Systems: The east wastewater system is made up of a wastewater collection system that contains threefour (4) lift stations [stations #1 & #5 are submersible triplex stations, station #2 and #8 are is a duplex stations, and the Market Place station is a simplex grinder station], approximately 75,000115,000 lineal feet of interceptor sewer lines of varying sizes (from 8 inch to 18 inch in diameter), approximately 20,000 50,000 lineal feet of eight (8) inch force main, approximately 400600 manholes and ten (1025) air release manholes, and eighty (80) force main insolation valves; and a Class "C"A" wastewater treatment plant containing pretreatment (a mechanical bar screen and grit removal) and process treatment through extended aeration incorporating specialized zones for nutrient reduction with chemical addition available for assisted phosphorous removal [process clarification occurs prior to disinfection and reaerationl. Structures and equipment at this facility include a control building with laboratory/office area, control room., blower room and pump gallery (which contains three (3) return activated sludge pumps, two (2) waste activated sludge pumps and two (2) sump pumps) and an attached pretreatment room with mechanical screening equipment;and mechanical grit removal; three (3)two (2) oxidation ditches [ditch #1 uses an aerator incorporating four (4) selector tanks with individual mixers, ditch #2 uses a VFD controlled aerator based on an in line dissolved oxygen meter set point-, ditch #2 also incorporates three (3) anaerobic tanks and an anoxic zone each containing individual mixers]; three (3)two (2) final clarifiers; a chemical building for ferric chloride addition for phosphorous removal; a blower building containing six (6) blowers [four $) using variable frequency drives]' and a disinfection building using ultra violet light (UV) disinfection; and in line pH and dissolved oxygen monitoring; effluent re -aeration; one (1) aerobic sludge digester with a decant tank; two 2 aerobic digesters with decant piping; one (1)five (5) sludge storage tanks; a sludge thickening building which houses one (1) 85 qpm gravity belt thickener, a polymer H:wwwVscntrct\Otsego.wp6 injection/mixing system and a pump room with two (2)three (3) progressive cavity pumps. The site also maintains a 900 KW and one (1) emergency generator. The treatment plant has a design average dry weather flow of 0.3200.900 mgd, an average wet weather flow of 0.4001.100 mgd, a peak hourly flow of 0.9383.294 mgd and a CBOD loading of 250 mg/12,082 pounds per day. The west wastewater system is made up of a wastewater collection system that contains three (3) five (5) lift stations [station #3 and #4 are submersible triplex stations and stations #6 and #7 isare a submersible duplex stations], approximately 70,000110,000 lineal feet of interceptor sewer lines of varying sizes (from 8 inch to 18 inch), approximately 2,000 lineal feet of eight (8) inch force main, approximately 490 50,000 lineal feet of force main, approximately 600 manholes, seven 7 twenty-five (25) air release manholes and three force main clean out manholes seventy (70) force main isolation valves, and a Class "B" wastewater treatment plant containing pretreatment consisting of mechanical screening and grit removal with process treatment accomplished through extended aeration incorporating specialized zones for nutrient reduction with chemical addition available for assisted phosphorous removal [process clarification occurs prior to disinfectionl; structures at the plant include a control building with laboratory/office areas and control room, a preliminary treatment building with mechanical screenings removal, mechanical grit removal, and a pump gallery containing three (3) return activated sludge pumps, two (2) waste activated sludge pumps, and one 1 two 2 sump pumps; two (2) oxidation ditches; three (3) anoxic selector tanks for biological phosphorous removal; three (3) anoxic tank mixers; two (2) final clarifiers; chemical addition for phosphorous removal; ultra violet light (UV) disinfection; one (1) aerobic sludge digester and decant pump, one (1) one million gallon sludge storage tank and decant pump; a sludge thickening building which houses one (1) gravity belt thickener, a polymer injection/mixing system, a pump room with four (4) progressive cavity pumps and one (1) sludge storage mixing pump, a chemical room for chemical addition phosphorous removal and a blower room with three (3) blowers; and one (1) 600 KW stationary emergency generator. The treatment plant has an average design flow capacity of 0.600 mgd with an influent CBOD H:www\fscntrct\Otsego.wp6 loading of 204 mg/I, influent TSS strength of 240 mg/L and a influent total phosphorous loading of forty (40) pounds per day. H:www\fscntrct\Otsego.wp6 OPERATION AND MAINTENANCE AGREEMENT EXHIBIT B Services to be Provided by PeODIeService Except as otherwise provided in the Operation and Maintenance Agreement, and subject to the limitations set forth therein, PeopleService shall provide the following services to Owner in connection with the Facilities: PeopleService will provide the personnel necessary to manage, operate and maintain the City's water production, water treatment, water distribution, wastewater collection and wastewater treatment facilities in order to achieve optimum performance and to maintain equipment for system integrity, within the Owner's budgeted resources. PeopleService will provide technical training to the water and wastewater operators on treatment process, preventive maintenance techniques, and safety awareness, including the continuing education units (CEU's) necessary for the operating personnel to maintain their licenses. PeopleService will procure and pay for all utilitiescommunication services including three (3) phone lines and high speed internet service (except for the alarm systems), consumable supplies, chemicals, vehicle fuels, and materials and services (except the annual Generator System Services, Inc contract) necessary for the safe and efficient day to day operations. Monitor, sample, analyze, and report as required by the Minnesota Department of Health (MDOH) in matters related to municipal water supply. Testing will include those tests necessary to maintain the daily operation of the water system and for coliform bacteria. Any additional testing costs as required by regulatory agencies such as but not limited to inorganic chemicals, synthetic organic chemicals, volatile organic chemicals and pesticides will be the responsibility of the Owner. H:www\fscntrct\Otsego.wp6 PeopleService will monitor, sample, analyze, and report as required by the Minnesota Pollution Control Agency (MPCA) and the NPDES permits issued for the wastewater treatment facilities, excluding the Priority Pollutants and Acute Toxicity testing as defined in Chapter 1 of NPDES Permit MN 0064190. Testing will also include those tests necessary to optimize and maintain the daily operation of the wastewater treatment plants. PeopleService will act as a liaison between the Owner and the MDOH/MPCA and to the federal E.P.A. in matters relating to compliance with water quality and discharge requirements, and other liaison activities, as required. PeopleService will be responsible for effluent quality, including liability for fines and civil penalties should permit conditions be violated, while plant loadings and flows are within the design capability of the wastewater treatment plant, but only in those situations where the permit condition could have been met using existing in-place plant equipment. PeopleService will coordinate and direct the disposal of the sludgebio-solids from the wastewater treatment plants (a properly certified operator will, on behalf of the Owner, seek quotes from firms for the application of the biosolids; will, using its bets efforts, secureassist in securing land application sites; and will oversee the actual application of the biosolids using the contractor selected by the Owner). Any cost of securing or maintaining the land application sites and the cost of the third party contractor doing the actual disposal work will remain the responsibility of the Owner. In addition, PeopleService will maintain the required records for compliance with the MPCA and "503" sludge regulations. PeopleService will implement the use of a comprehensive, preventative maintenance program in an attempt to ensure the projected life expectancy of plant equipment, and will enforce existing equipment warranties and guarantees, and maintain all warranties on any new equipment purchased after the effective date of an agreement. H:www\fscntrct\Otsego.wp6 With assistance from the Owner's employees, PeopleService will flush all fire hydrants as necessary twice each year to maintain water quality in the distribution system. Preventative maintenance shall be performed on all hydrants on an annual basis. PeopleService will implement a water main valve exercising program that will include the identification of valve locations in a "Tie Book" and the periodic operation of all valvesoperation of twentv percent (20%) of the valves each near. With assistance from the Owner's employees, PeopleService will implement a sanitary sewer manhole inspection program that will include the identification of manhole locations in a "Tie Book" and the periodic inspection of all manholes inspection of twenty percent (20%) of the manholes each year. With respect to water meters, PeopleService will complete all required rereads, perform repairs, and respond to high/low usage complaints. In addition, PeopleService will complete all turn "ons" and turn "offs" of water service requested by the Owner, but all other work with water meters/service (such as but not limited to high/low usage complaints, bulk water sales, meter installations, meter repairs, etc.) shall be the responsibility of the Owner. If repairs of the Owner's water distribution system or wastewater collection system are to be made, and excavation is required, PeopleService will coordinate the repair using a contractor chosen by the Owner. The excavation, repair and any surface restoration work will be the responsibility of the contractor, with the cost of the contractor being the responsibility of the Owner. PeopleService will maintain cleanliness of process equipment and buildings, and general appearance of all buildings and grounds, except for the mowing of grass and the plowing of snow, and will conduct operations such that nuisances of sight, sound, and odor are eliminated or minimized to the extent reasonably possible. H:wwMfscntrct\Otsego.wp6 Using a vehicle provided by the Owner, PeopleService will plow the snow at all water and wastewater facilities, including lift stations, and when possible, will pull pumps for necessary routine maintenance, repairs and inspections. Within the limits of available security devices, PeopleService will secure and protect utility facilities for which it is responsible. PeopleService will provide a monthly, written report to designated Officials of the Owner, summarizing plant performance, production, flows, major projects or accomplishments, and preventive and corrective maintenance activities for the month. PeopleService will comply with all applicable city, state, and federal laws, regulations, and administrative rules. PeopleService will use a professional manner in dealing with community groups concerned with any facet of the operations, including tours and other public relations programs. PeopleService will coordinate and cooperate with the Owner's Engineer and contractors to facilitate the completion of any expansion or improvement to the facilities. PeopleService will serve as liaison between the Owner and any new or existing major contributing industries, and provide technical assistance to the Owner in consultation to existing industries and to any new industries, in matters relating to their pretreatment process, or agreements with the Owner and/or the MPCA. PeopleService offers several types of professional services to our clients without charge. We term these additional services as "value added" services that clearly differentiate us from the typical O&M contract services provider. By providing these studies, audits, and assessments, we hope to gain a firm knowledge of our client's systems and at the same time increase our value to them so that we are H:www\fscntrct\0tsego.wp6 able to establish a long-term, lasting relationship. The following lists our "value added" services, which we provide to our clients as part of our support services package: Five Year Water/Wastewater Capital Improvements Assessment and O&M Budgeting Assistance Water and/or Wastewater Rates Study Industrial Pre -Treatment Investigation Laboratory Quality Assurance and Quality Control (QA/QC) Program Miscellaneous A - PeopleService will provide the necessary information to complete all forms required through the administration of the water and wastewater treatment systems. PeopleService will not be required to pay any fees associated with the licenses or permits required by the state agencies. PeopleService will pay all expenses associated with the individual operator certification. B - PeopleService will not be responsible for any additional costs associated with any construction project or upgrades involving the water and/or wastewater systems. H:www\fscntrct\Otsego.wp6 ITEM 12_1 MEMO Date: June 5, 2008 To: Mayor & Council From: City Administrator Mike Robertson Re: Employee Training for 2007 I have enclosed a list of the training employees received in 2007. If the training was required by State or Federal law to maintain an employee's certification or meet other laws, the training is marked with an asterisk*. All training is for one day or less unless noted. FINANCE DEPARTMENT Gary Groen MN Rural Water Association -Utility Rates, May. MN CPA Society -Continuing Education*, June. Barb Strandell-Department Head Training, June. Abdo, Eick & Meyers -Internal Controls & Risk, October. Susan Frisch Wright County -Intermediate Excel, February. Civic Systems -Utility Software Training, 2 Days, September. Kathy Grover Rockhurst-Government Payroll Seminar, October. Rockhurst-Safety/OSHA Seminar, November. Rockhurst-Sales & Use Tax Seminar, November. Mary Olson Civic Systems -Utility Software Training, 2 Days, September. ADMINISTRATION DEPARTMENT Michael Robertson MN City Managers Conference, 2 days, May. Barb Strandell-Department Head Training, June. League of Minnesota Cities Conference, 2 Days, June. International City Managers Conference, 3 Days, September. Informal manager's book club, reading and discussing management books, every other month. Judy Hudson Barb Strandell-Department Head Training, June. Tami Loff Wright County -Master Word I, February. Municipal Clerks Institute -Year 1, 40 hours, July. Wright County -PowerPoint, August. Sandy Lindenfelser None. PUBLIC WORKS DEPARTMENT All employees (Brad Belair, Rick Knutson, Don Mass, Pat Launderville, Steve Springer, and Brent Kolles), took the following classes from Safety Train in 2007. Right -to -Know*, AWAIR*, Confined Space*, Chainsaw Safety*, Trenching Safety*, Respirator*, Lock-out/Tag- out*, and Trailer Tie Down*. Kevin Lamson started in November and did not receive any training in 2007. Brad Belair Barb Strandell-Department Head Training, June. Don Mass MNDOT-Certification to Inspect Commercial Vehicles. F1 BUILDING DEPARTMENT Building inspectors are required to take a minimum of 24 hours of classes each year to maintain their license. In addition, septic inspectors are required to take a minimum of 16 hours a year to maintain their license. All classes are 8 hours unless otherwise noted. Tim Rochel State of MN -Advanced Schematic Design, February State of MN -Plan Reviews, February International Code Council (ICC) -Architectural Designs, March ICC -Special Mixed Occupancies, March Septic Manufacturer -Aerobic Treatment, March State of MN -Draft MN Rules, April. Barb Strandell-Department Head Training, June. State of MN -Dwelling Unit Accessibility, November. ICC -Fire & Life Safety Principles, 2 Days, November. State of MN -Fire Code Update, December. Harold Leonard State of MN -Advanced Occupancy Classifications, February. State of MN-Firestopping, February. State of MN -Advanced Construction Types, February. State of MN -Egress Components, February. ICC -Architectural Applications, March ICC -Special & Mixed Occupancies, March State of MN -Draft MN Rules, April. Monthly Building Officials meetings, March -November Barbara Williams U of M -Communications for Building Dept, January Wright County -Intermediate Excel, 2 days, February. Permit Works -User Group -Software Review, March MN Permit Techs -Fire Extinguisher Training, March Permit Works -User Group -Software Review, April 3 Permit Works -User Group -Software Review, September Permit Works -User Group -Software Review, October MN Permit Techs -Legal Strategies, October Permit Works -User Group -Software Review, November Permit Works -User Group -Software Review, December Mary Schmaus Mary started in May and didn't have any training in 2007. 4 ITEM 73-1 ORDINANCE NO.: 2008-12 CITY OF OTSEGO COUNTY OF WRIGHT, MINNESOTA AN ORDINANCE AMENDING THE CITY CODE OF THE CITY OF OTSEGO REGARDING PLANNING COMMISSION MEMBERSHIP. THE CITY COUNCIL OF THE CITY OF OTSEGO DOES HEREBY ORDAIN: Section 1. Section 3-1-1 of the City Code (Planning Commission) is hereby amended to include the following provision: F. Removal From Office: Any member of the Planning Commission may be removed from office with or without cause by a four-fifths (4/5) vote of the entire City Council. 2. Any member of the Planning Commission who misses three (3) consecutive Planning Commission meetings in a calendar year, calculated at the end of each calendar year, due to unexcused absences, shall automatically be removed from office without City Council action and the City Clerk shall notify the member of their removal. Excused absences include: a serious personal or family medical condition, death in immediate family or unanticipated work-related commitment. It shall be the duty of each member to notify the City Clerk if the member will be unable to attend a meeting. Section 2. This Ordinance shall become effective immediately upon its passage and publication. MOTION BY: SECOND BY: ALL IN FAVOR: THOSE OPPOSED: ADOPTED by the Otsego City Council this 9th day of June, 2008. CITY OF OTSEGO M Lary Fournier, Mayor ATTEST: Judy Hudson, Zoning Administrator/City Clerk